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HomeMy WebLinkAbout1.0 ApplicationSPECIAL USE PERMIT GARFIELD COUNTY, COLORADO INDUSTRIAL SUPPORT FACILITY LOCATED AT 4289 COUNTY ROAD 215 AUGUST, 2004 Submitted By WILLIAMS PRODUCTION RMT CO. 1058 County Road 215 Parachute, CO 81635 1 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.Barfield-county.com Special Use Permit GENERAL INFORMATION (To be completed by the applicant.) Street Address / General Location of Property: 4289 County Road 21 5 4 Miles Northwest of Parachute, Colorado Legal Description: A tract of land located in Section 4, TS.7S and Sections 27,28,29,32,33 and 34 TS.6S all in R96 West, 6th PN Garfield County Colorado Existing Use & Size of property, in acres: Industrial, 1333.01 acres •• Description of Special Use Requested: Constructi c of La i stria) Suppc Facility for recovery of carbon dioxide gas to be used as fE stock for the.production of sodium bicarbonate > Zone District: Resource Land r Name of Property Owner (Applicants: Williams Production RMT Co. ;> Address: 1.058 county load 215 Telephone: 3_7(1-285-0407 City: Parachute State: CO Zip Code:81 635 FAX: 970-285-62 :- Name of Owner's Representative, if any (Attorney, Planner. etc): Ed Cooley :- Address: 2717 County Road 215 Telephone: 117_Q.-285-04sn___ r City: Parachute State: CO Zip Code: 81 635 FAX: 970-285-6.: STAFF USE ONLY Doc. No.: Date Submitted: TC Date: r Planner: Hearing Date: • c. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. In addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. If the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. III (Signre of app • Last Revised: 11/07/2002 • • • GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Williams Production RMT Co. (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for Special Use Permit (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined nebessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT Signature Date: August 26, 2004 Kevin Green Print Name Mailing Address: 271 7 County Road 215 Parachute, CO 81635 Page 4 Received: 8/29/04 2:O8PM; 713 5257887 -> >merlcan Soda; Page 2 JUN -29-2004 TUE 02:39 PM SOLVAY AMERICA LEGAL • FAX NO. 713 5257887 P. 02 SECRETARY'S CLRTTFICATE OF AMERICAN SODA, L.L.P. I, Lisa A. Sherrill, Secretary of American Soda, I..L.P., a Colorado limited liability partnership organized under the laws of the State of Colorado (the "Company"), hereby certify as follows: Attached hereto is a true, complete and correct copy of resolutions duly adopted by the Partners of the Company by unanimous written consent in lice of a meeting, which resolutions were made effective q, 2_9 , 2004. All such resolutions arc in full force and effect on the date hereo m the fonn in which adopted and no other resolutions have been subsequently adopted by the Partners of the Company relating to the matters referred to in such resolutions. IN WITNESS Wi]EREOP,1 have hereunto set my hand this 2-c, day of �! -C_ 2004. , • Lisa A. Sherrill, Secretnry • • • • Recelveci: 9/29/04 2:O8PM; 713 5257887 -> American Socia; Page 3 JUN -29-2004 TUE 02:39 PM SOLVAY AMERICA LEGAL FAX y0. 713 5257887 P. 03 UANANlMOUS WRirmN CONSENT OP THE PARTNERS OF AMERICAN SODA, L.I..P. WHEREAS, management wishes to give authority to Chanes Yates and Kevin Green to sign any and all documents required by Garfield County in connection with a Special Use Permit for the Company. RESOLVED, that Charles Yates and Kevin Green shall have authority to sign any and all documents submitted by Garfield County in connection with that certain Special Usc Permit for the Company and shall act on behalf of the Company and shall perform other duties relating to matters relating to the Special Use Permit as this Company's T3oard of Directors deems necessary. RESOLVED, that all actions by Charles Yates and Kevin Green taken or Performed up to the date hereof in the name of and on behalf of the Company relating to the Special Use Permit, be, and they hereby arc, in -all respects approved. ratified and confirmed. Hc , cued: b/<4/04 2:U8PM; • /13 525/86/ American Sona; JUN -29-2004 TUE 02:39 PM SOLVAY AMERICA LEGAL SOLVAY SOLVAY AMERICA Fuge 1 FAX NO. 713 5257887 SOLVAY AMERICA, Inc., 3333 Richmond Avenue, Houston, Texas 77098 Tel : 713/525-6000 FAX : 713/525.7887 For missing pages, tel : 713/525-6028 CONFIDENTIALITY NOTICE THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED, AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPY OF THIS TELECOPY IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS TELECOPY IN ERROR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE AT (713) 525-6028 AND WE WILL ARRANGE FOR THE RETRIEVAL OF THIS TELECOPY AT NO COST TO YOU. Date: June 29, 2004 To: Keri Jensen American Soda, LLP Telecopier Number: (970) 285-6393 From: Lisa A. Sherrill No. of pages including cover sheet: 3 Message: Please sec attached. Thank you. 01 • LIMITED POWER OF ATTORNEY • • WILLIAMS PRODUCTION RMT COMPANY, a Delaware corporation (hereinafter referred to as the "COMPANY") is organized and existing under the laws of the State of Delaware and has its principal executive offices located at One Williams Center, Tulsa, Oklahoma. WHEREAS, said COMPANY does this 20th day of August, 2004, hereby nominate, constitute and appoint, American Soda, L.L.P. ("American Soda") as the true and lawful agent and Attorney -in -Fact thereof for the limited purposes as described herein. WHEREAS, incident thereto, American Soda, as agent and Attorney -in -Fact of said COMPANY is granted the power and authority, more particularly described below, subject to and limited by the COMPANY'S policy and procedure pertaining to delegation of authority. To draft, execute and submit to the Garfield County Building & Planning Department, for and on behalf of said COMPANY, the Special Use Permit application relating to a CO2 gas processing plant to be owned and operated by American Soda and located on a parcel of land 180 feet by 200 feet in the NW/4 NE/4 of Section 33, T6S, R96W, Garfield County, Colorado, known as the "American Soda CO2 Plant", provided that American Soda seek and obtain COMPANY'S approval of the Special Use Permit application prior to the submission of said application to the Garfield County Building & Planning Department, and to take any and all other action that may be necessary or desirable to affect the purposes of such powers. American Soda shall be responsible for, and shall indemnify and hold COMPANY harmless from any and all claims which arise out of American Soda's submission of the Special Use Permit application and American Soda's ownership and 1 • • • operations under the Special Use Permit. Further, American Soda agrees to comply with all Garfield County Zoning and Subdivision regulations. The authority hereby granted shall continue in full force and effect until revoked by instrument in writing and shall have the same force and effect as though special authority was granted to said agent and Attorney -in -Fact to do each such act and to execute and deliver each such instrument of the character hereinabove described separately for each and every such act so effected or instrument so executed and delivered. IN WITNESS WHEREOF, the COMPANY has caused this Power of Attorney to be signed, as of this 20th day of August, 2004. WILLIAMS PRODUCTION RMT COMPANY R Name: Title: \ M �f\C5y r 2 • • • ACKNOWLEDGEMENT STATE OF COLORADO) ss. COUNTY OF GARFIELD) The foregoing instrument was acknowledged before me this • 0t day off 2004 bye y) J oLi diva as r' i'Y'I (31- V (fl 'ref Williams Production RMT Company, a Del ware corporation. Witness my hand and official seal. _ My commission expires: L - 0") 'D g My Commission Expires 04105/08 77. '‘,r r (, 1-7 3 • • • August 20, 2004 Garfield County Board of County Commissioners 108 8th Street Glenwood Springs, Colorado 81601 RE: Special Use Permit for American Soda CO2 Plant Dear BOCC, Williams. Lia S. EXPLORATION & PRODUCTION P. O. Box 370 Parachute, CO 81635-0370 970/285-9377 970/285-9573 fax Williams Production RMT Company entered into an agreement with American Soda to sell CO2 for the use in American Soda's Sodium Bicarbonate production. In the CO2 gas purchase and sale agreement dated May 6, 2004 that was signed by both parties. Williams granted American Soda an easement to construct a CO2 gas processing plant on a parcel of land 180 feet by 200 feet in the NW/4 NE/4 of Section 33, T6S, R96W, Garfield County, Colorado. American Soda will own and operate this plant which will be located on an easement granted to American Soda on the Williams' owned surface adjacent to our Parachute Creek Gas Processing Plant. Williams understands that the county requires that Williams Production RMT Company submit the special use permit for this plant since Williams is the surface owner. This letter hereby authorizes Ed Cooley of American Soda to represent Williams Production RMT Company at the County Commissioner's meeting(s) in 2004 for the limited purpose of presenting the special use permit for the proposed CO2 processing plant as indicated herein. Sincerely yours, Steve Soychak District Manager American Soda, L.L.P. 2717 County Road 215 Parachute, CO 81635 U.S.A. ilirfielci County Treasurer 109 8th Street. Suite 204 Glenwood Springs CO 81601 Phone: (970) 285-0437 Fax: (970) 285-6916 Internet: www.americansoda.com Toll Free: (877) SODA -ASH Payment No.: 20027839 Payment Date: 0812012004 Vendor No.: 10585 Page: 1 of 1 U ti UL €rrvoice Number Invoice Date Document Number Text Gross Amount Discount Net Amount CK.REQ.8r12-E0 08/12/2004 19047941 4100.00 0.00 1 400.00 Check Total $ 400.00 11) a ETACH FROM CH AND KEEP FOR YOUR 9ECCR©S AMERICAN SODA, L.L.P. 2717 Court Road 2/5 Potomac, CO $1835 1.9701285-6500 Fax 19701285-6'393 PAY TO THE ORDER OF Garfield County Treasurer Raab {Ins Tutu. OK 70-2322/719 9403320 FOUR HUNDRED and 00/100 028200 08/20/2004 $ 400.00 Garfield County Treasurer 109 8th Street, Suite 204 Glenwood Springs CO 81601 "'O 28 200111 ':04 Lci 23 2 261: DOLLARS 94033 E0" AUTHOR/ GNATURE TABLE OF CONTENTS • 1.0 DESCRIPTION AND SPECIFICATIONS FOR THE PROPOSED SPECIAL USE 1 1.1 Introduction 1 1.2 Project Location 2 1.3 Site Plan Description 2 1.4 Hours of Operation 2 1.5 Site Access and Anticipated Vehicle Traffic 2 2.0 WATER USE AND WASTEWATER DISPOSAL 3 3.0 SITE PLOT PLAN 4.0 VICINITY MAP 5.0 GARFIELD COUNTY ASSESSOR'S MAP 6.0 DEED AND LEGAL DESCRIPTION OF THE PROPERTY 7.0 IMPACT STATEMENT • APPENDICES Appendix A List of Adjacent Landowners - American Soda Parachute Site Appendix B Impact Statement Appendix C Deed, Legal Description and Lease -Purchase Agreement Appendix D Water Right Decrees • 4 4 4 4 4 • APPLICATION FOR SPECIAL USE PERMIT INDUSTRIAL SUPPORT FACILITY ON WILLIAMS PRODUCTION RMT CO. PROPERTY, OWNED AND OPERATED BY AMERICAN SODA L.L.P. 1.0 DESCRIPTION AND SPECIFICATIONS FOR THE PROPOSED SPECIAL USE 1.1 Introduction The purpose of this application is to obtain a Special Use Permit from Garfield County for the construction and operation of an Industrial Support Facility to compress carbon dioxide gas (CO2) and a 6" pipeline to transport the compressed carbon dioxide gas (CO2) to an Industrial Processing Facility to be used as feed stock in the production of Sodium Bicarbonate. This Industrial Support Facility will be constructed and owned and operated by American Soda L.L.P. on property owned by Williams Production RMT Co. and leased to American Soda L.L.P. This facility will be located on a tract of land consisting of approximately .89 acres which is adjacent to the existing Williams Production RMT Co. Parachute Creek Gas Plant. The 6" pipeline to transport the • compressed carbon dioxide gas (CO2) to American Soda's Industrial Processing Facility will be located in a dedicated right of way of approximately 8650' which is located on land owned by Williams Production RMT Co. The location of the facility in relation ship to the Williams Production RMT Gas Plant and the gas pipeline right of way are detailed on Figure 3. New equipment to be installed at this Industrial Support Facility and their function include a dryer and carbon filter beds to remove liquid from the CO2 gas. The recovered liquids from the CO2 will be routed back to the Williams Production RMT Gas Plant and introduced back into their process for recovery as product. One 600 horse power and one 700 horse power compressor to raise the pressure of the CO2 to allow transfer by pipeline from the Williams Plant to the American Soda Facility. A chiller to remove the heat of compression from the CO2 and lower the dew point of the CO2 to a level that no moisture will remain in the gas that is being transferred. This new equipment will be housed in a 60' X 90' pre-engineered metal building. A 6" High Density Polyethylene pipe will be buried at a depth of 4' for a total distance of 12,000' between the two facilities. This line will be placed in an existing pipeline corridor between the two facilities. Appendix C of this application contains a copy of the Purchase and Sales Agreement between 110 American Soda LLP and Williams Production RMT for the purchase of CO2, the placement and operation of process equipment and pipeline easement on property owned by Williams Production RMT Co. 1 American Soda owns a 230,000 volt electrical transmission system which transports power to their Industrial Processing Facility at 2717 County Road 215 from EXCEL Energy's primary sub station located a Parachute Colorado, The incoming 230,000 volt power is reduced to 13,800 volts at the 25 megawatt transformer station at the American Soda Industrial Processing Facility for distribution to the various plant facilities and buildings. The power for the new CO2 process equipment to be installed at the Williams Production RMT Gas Plant will be supplied using an existing 13,800 volt electrical pole line owned by American Soda which was previously used to supply construction power to the Williams Production RMT Gas Plant, 1.2 Project Location The proposed Industrial Support Facility is located on private property in the Parachute Creek valley approximately 4 miles northwest of Parachute, Colorado in the N 1/2 NE 1/4 Section 33, Township 6 South Range 96 West, 6th Principal Meridian in Garfield County, Colorado, Access to the site is provided by Interstate 70 and Garfield County Road 215. Figures 1;&2 provide maps showing the location and overall layout of the Williams Production RMT Parachute Gas Plant. 1.3 Site Plan Description The Williams Production RMT Gas Plant site currently contains a 6,300 square foot compressor building, a 2,160 square foot gas process building, a 1,350 square foot generator building, a 1,350 square foot shop and warehouse building, two 1,350 square foot office -control room buildings, twelve process equipment skids and two LNG product storage tanks. American Soda proposes to add a 5,400 square foot metal building to house the CO2 gas processing equipment and a CO2 gas storage tank to this site. 1.4 Hours of Operation The CO2 Industrial Support Facility is scheduled to operate 24 hours per day, 365 days per year, with the exception of periodic maintenance outages. 1.5 Site Access and Anticipated Vehicle Traffic The CO2 Industrial Support Facility is located approximately 4 miles northwest of Parachute, Colorado at 4289 County Road 215. Access to the Gas Plant is via Garfield County Road 215 (Parachute Creek Road). Access to project facilities within the Site is provided by existing paved and gravel roads. The equipment • installed at this facility is highly automated and will be operated remotely from the process control room at American Soda's Industrial Processing Facility located at 2717 County Road 215. The only vehicle traffic associated with the operation at this site will be when maintenance of equipment is required or when an alarm situation is signaled by the control system that requires an 2 • operator response. Based on the history of operation with this type of equipment there will probably be no more than three passenger vehicle trips to this facility per 24 hour day. 2.0 Water Use and Wastewater Disposal Process water requirements for the operation is approximately 5 gallon per minute during May, June, July and August of each year for evaporative cooling when ambient temperatures are high enough to require supplemental cooling for the CO2 process chillers. This water will be supplied from the American Soda Yankee Gulch Project water supply line that supplies water to the American Soda Industrial Processing Facility located at 2717 County Road 215. This six inch supply line is located in an existing pipeline corridor which crosses the Williams Production RMT property at a distance of approximately 948 feet from the proposed CO2 Industrial Support Facility. A two inch buried line will be installed from the six inch supply line to the CO2 Industrial Support Facility in an easement grant by Williams Production RMT to American Soda L.L.P. A Legal Description of this easement is included as Figure 4. The water supply for American Soda's Yankee Gulch Project is derived from the water rights purchased from Unocal for the project. These decreed water rights • provide up to 10 CFS of senor water rights and are more than adequate to satisfy the project's demands. American Soda is confident that the project's water supply is legally' and physically reliable. To guarantee that an adequate supply of water is never interrupted American Soda also maintains a 600 acre feet per year water supply contract with the Colorado River Water Conservation District for water releases from Wolford Mountain or Rudi Reservoirs should a call be placed on the Main Stem of the Colorado River that is senor to American Soda's water rights. Annual filing is made with the Division Engineer of Division 5 Water Resources of the State Water Engineer to verify American Soda's Augmentation Plan. A copy of the CRWCD Water Contract, the Annual Augmentation Plan and Water Right Decree Cases W-2206 and 99CW300 are attached as Appendix D. There are no requirements for potable water or a domestic sewer system at this facility. The short duration of time that operating or maintenance personnel are required to routinely be at this facility will not justify the installation of these systems. There will however be a rented portable bathroom located at the facility. This bathroom will be rnaintained by the supplying contractor. There is no waste water associated with this facility. Any water that is recovered • during the drying phase of the CO2 gas stream is recycled to the Williams Production RMT Parachute Creek Natural Gas Plant. This is a zero discharge facility. • • • 3.0 SITE PLOT PLAN Figure 1 depicts the locations of all existing equipment and the added compression equipment at the Gas Plant. 4.0 VICINITY MAP Figure 2 depicts the location of the Gas Plant on a USGS topographic map, The Gas Plant is located in the bottom of the Parachute Creek valley, on property that is relatively flat, sloping gently toward Parachute Creek. 5.0 GARFIELD COUNTY ASSESSOR'S MAP A copy of the relevant Garfie d County Assessor's Maps is attached as Figure 5, Appendix A provides a list of adjacent landowners to the Williams Production RMT property. 6.0 DEED AND LEGAL DESCRIPTION OF THE PROPERTY A copy of the deed and a legal description of the property and the 002 Purchase and Sale Agreemert between Williams Production RMT and American Soda are included as Appendix C. 7.0 IMPACT STATEMENT The impact Statement for the project s included as Appendix B to this Application. The Impact Statement includes an analysis of the applicability of the Garfield County Fiscal impact Mitigation Program to this project. h • X 1 1 ITi g6 A V u 0 z 0 0 i0 _< tJ a O y y N 2 110 ii; ag aaraa@aaauaaa,a Ian _� %-a ._• _ r a a 1"1 0 • v St 03 + z r--( c PzI - Cr) hi E 0 l.J r 0 • A 41,1'102IC4N SODA, 1�C CO2 P1 -ANT 4 roII PIPES -INE Co2 PLANT LEGAL DESCRIPTION A parcel of land situate in Lot 1 (NE 1/4 NE 1/4) and in Lot 2 (NW 1/4 NE 1/4) of Section 33, Township 6 South, Range 96 West of the 6th Principal Meridian. County of Garfield, State of Colorado, being more particularly described os follows: Commencing at a found Sand Stone in place for the northeast corner of said Section 33, whence a found 1912 GLO Brass Cap in place for the N 1/4 corner of said Section 33 bears N 87'54'12" W a distonce of 2659.23 feet with all bearings contained herein being relative thereto; thence S 64'37'40" W a distance of 1567.17 feet to the northernmost corner of said Co2 Plant and True Point of Beginning of the parcel described herein; thence along the perimeter of soid Co2 Plant the following 4 courses; thence S 49'30'33" E. 200.00 feet; thence S 40'29'27" W, 180.00 feet; thence N 49'30'33°' W, 200.00 feet; thence N 40'29'27" E. 1.80.00 Feet to the point of beginning, containing 0.526 acres more or less. 6" PIPELINE LEGAL DESCRIPTI©N A 6" Pipeline situate in Lot 2 (NW 1/4 NE 1/4), SW 1/4 NE 1/4. NW 1/4 SE 1/4, Lot 6 (NE 1/4 SE 1/4), Lot 12 (SE 1/4 SE 1/4) of Section 33 and in Lot 10 (NW 1/4 SW 1/4) and in Lot 11 (SW 1/4 SW 1/4) of Section 34 all in Township 6 South, Range 96 West of the 6th Principal Meridian, County of Garfield, Stote of Colorado. being more particularly described as follows: Commencing at a found Sand Stone in place for the northeast corner of said Section 33, whence a found 1912 GLO Bross Cap in place for the N 1/4 corner of said Section 33 bears N 87'54'12" W a distance of 2659.23 feet with oil bearings contained herein being relative thereto; thence 5 58'52'24" W a distonce of 1696.73 feet to a point on the southwesterly perimeter of the Co2 Plant and True Point of Beginning of the 6" pipeline described herein; thence along the centerline of said 6" pipeline the following 22 courses; thence S 40'31'30" W, 287.53 feet; thence N 3114'15" W, 144.65 feet to a point 20 feet east of an existing Williams Production RMT 20" gas pipeline; thence continuing along said centerline now being 20' east of and parallel with soid 20" gas pipeline 5 46'14'16" W, 475,58 feet; thence 5 44'54'41" W, 280.27 feet; thence S 07'53'20" E, 161.99 feet; thence 5 15'05'58" E, 408.17 feet; thence 5 24'05`33" W, 179.81 feet; thence 5 36'03'40" W, 327.25 feet; thence S 54'52'01" E, 203.84 feet; thence S 63'00'11" E, 130.20 feet: thence 5 40'46'34" E, 172-81 feet; thence 5 45'51'13" E, 1009.35 feet; thence 5 39'54'42" E, 164.79 feet; thence 5 49'07'14" E, 171.18 feet; thence 5 65'53'54" E, 901.08 feet; thence 5 63'29'05" E, 391.05 feet, thence N 86'58'42" E, 149.96 feet; thence N 74'29'20" E, 387.44 feet; thence N 58'57'37" E, 325.04 feet; thence 5 70'23'48" E, 153.75 feet; 5 48'42'11" E, 186.45 feet; thence 5 55'33'18" E, 32.39 feet to the point of terminatoin on the east line of Lot 11 (SW 1/4 SW 1/4) of said Section 34 (said line also being the common boundary between American Soda, LLC and Williams Production RMT), whence a found CSI aluminum cap PLS 27925 in place for the W 1/4 corner of said Section 34 bears N 40'12'53" W a distance of 1996.11 feet s. CONSTRUCTION SURVEYS, INC. C012 SUNRISE BLVD. SILT, CO 84b52 V10-816-fiifi3 1 SCALE: = 500' DATE: 08/12/04 DWG:AM SODA 3\LAYOUT _02.8 8 33 .FND 1912 GLO SC 0 N87'5#'12"W 91:17'53`201 161.99' .` M 1 WILLIAMS PRODUCTION 1 1gn3 0 s,\0- 5 2659.23' P.O.B. �t140'29'27"'E •80.00' zik4 P.'0.B.+ C)CC N31'14'15'W\ 144.65° 549'30'33"E 200.00' trs ;j:LN CO2 PLANT 540'29'27"W 180.00' N49'30°33`104 200.00' .. 4 ro. w /.3 540'31'30"W /4" 287.53' S63'00'11'1 130.20' S54'52'01 "E 203.84' 28 27 %�}34 FND SANDSTONE WILLIAMS PRODUCTION EMT �t7 co u0 ■■ IMMIMI ■■ ■ # f■ G0 4' 6" PIPELINE 539'54'42"E 164.79' SOO'52'36"W TOM BRO FND CSI ALUM CAP PLS 27925 -S‘ 949'07'14"E 949'17'14"E 171.81' 1 1 N, I N C N� 34 RMT N86'58°42"E 149.96' ■ EXXON/ MOBIL Sew w 440 I # ■ ■ • 1 1 1 i 1 • 1 10 11x • 42 ■ • v 570'23'48"E \ 153.75 CD PUCKETT LAND, CO. ■ \\ A-1 'P. 172.4 3613 5445.42'11- E 186.45' 1 b �• 3 555'33°18`E CI O 32.39° 450 5 g- •-\, \ \ \\ N \\\\ �N ~ \ N \\ \\N'\\ \\\ \ N.,\ N. \\ \\ �\ _ N TO FND 1912 GLO BC\\\\\ \\\\\\\ N 1/4 S.33+ \ \\ \\\ \ N\ N 87'54'12" W 2659.23' \ \ . \ �IPFLINE CORRIDOR P.O.B. AT THE EXISTING 6" FRESH { WATER PIPELINE WITHIN THE UNOCAL C40RRIDOR PARACHUTE CREEK GAS PLANT ‘\ / 'y r9v/ 14/\,-t.‘4. �� �7(V4- /0 2to \ �o • FND SANDSTONE N86'45'08"W 796.79' 28 27 x'33 1•\\ \ \ \ 4:." �����x' \\\ 6 \\ \ P.O.T. AT THE NORTHEASTERLY; PERIMETER OF THE Co2 PLANT_: - AMERICAN SODA LLC Co2. PLANT 'se WILLIAMS PRODUCTION RMT -IN- -IN- TOM fTOM BROWN, INC. GENERAL LEGAL DESCRIPTION: A 2" water pipeline situate in Lot 1 (NE1/4 NE1/4) and in Lot 2 (NW 1/4 NE1/4) of Section 33, Township 6 South, Range 96 West of the Sixth Principle Meridian, being more particularly described as follows; Commencing at a found Sandstone in place for the northeast corner of said Section 33, whence a found 1912 GLO Brass Cap in place for the N 1/4 corner of said Section 4 bears N 87'54'12" W a distance of 2659.23 feet with all bearings contained herein being relative thereto; thence N 86'45'08" W a distance of 796.79 feet to a point on the existing 6" Fresh Water line within the Unocal Pipeline Corridor and True Point of Beginning of the centerline described herein; thence S 40'43'14" W along the centerline of said 2" water pipeline a distance of 947.94 feet to a point on the northeasterly perimeter of the American Sodo LLC Co2 Plant and point of termination, whence said found Sandstone for the northeast corner of said Section 33 bears N 64'32'11" E a distance of 1566.05 feet. • • .4 •ftm.••- • • Adjoining 24 I 1 c I 1 4 f- y 11.41.1e .iw w. ,rr-.w () s M v. 1- 7 T r T �Q () y 'k.,,Nis*,\.\\,, • APPENDIX A LIST OF ADJACENT LANDOWNERS AMERICAN SODA PARACHUTE SITE • • • • • APPENDIX A LIST OF ADJACENT LANDOWNERS - WILLIAMS PRODUCTION RMT CO. PARACHUTE SITE Lot Number ' Name of Owner Address 2171-331-00-020 Union OiI Company P.O. Box 5076 Sugarland TX 77487-5076 2171-281-00-018 Union OiI Company P.O. Box 5076 Sugarland TX 77487-5076 2171-332-00-958 U.S. Bureau of Land Management 50629 Highway 6 and 24 Glenwood Sprgs, CO 81602 2171-354-00-960 U.S. Bureau of Land Management 50629 Highway 6 and 24 Glenwood Sprgs, CO 81602 2409-212-00-952 U.S. Bureau of Land Management 50629 Highway 6 and 24 Glenwood Sprgs, CO 81602 2171-291-00-005 ' Puckett Land Company 5460 Quebec Street Suite 250 Greenwood Village, Colorado 80111-1917 2171-344-00-017 Puckett Land Company 5460 Quebec Street Suite 250 Greenwood Village, Colorado 80111-1917 2171-311-00-006 Puckett Land Company 5460 Quebec Street Suite 250 Greenwood Village, Colorado 80111-1917 2171-123-00-003 Mobil Oil Corporation P.O. Box 53 Houston, Texas 77001 2409-022-00-103 American Soda L.L.P. 2717 County Road 215 Parachute, CO 81635 A-1 APPENDIX B IMPACT STATEMENT • • • IMPACT STATEMENT • APPLICATION FOR SPECIAL USE PERMIT PARACHUTE INDUSTRIAL PROCESSING FACILITY In accordance with Sections 5.03.07 and 5.03.08 of the Garfield County Land Use Codes, this Impact Statement is filed with Garfield County for the purpose of constructing and operating an Industrial Support Facility on property owned by Williams Production RMT and leased to American Soda L.L.P. This facility will be located directly adjacent to the Williams Production RMT Parachute Creek Gas Plant at 4289 County Road 215 in unincorporated Garfield County. American Soda plans to install equipment which will compress and dry carbon dioxide gas (CO2) that is currently being emitted to the atmosphere and transfer the compressed gas by pipeline to the American Soda L.L.P. Industrial Processing Facility located at 2717 County Road 215 to be used as feed stock for the production of sodium bicarbonate. 5.03 CONDITIONAL AND SPECIAL USES 1. Utilities and Sanitation American Soda currently has in place a 13.8 KV electrical distribution system and an established process water supply. The natural of this operation is such that there will not be a need to supply potable water to the facility. Although employees are only at the site for short periods of time a portable bathroom will be maintained on site. The supplier of the portable bathroom will provide cleaning and removal of sewage from the facility. 2. Street Improvements The road serving the Site (County Road 215) is currently adequate to serve the Industrial Support Facility operation. At present, County Road 215 carries large volumes of traffic. Projected commuter and truck traffic anticipated for the Industrial Support Facility are described in Section 1.5 of the Special Use Permit Application. 3. Project Design and Adjacent Land Uses The Industrial Support Facility is an approximately .89 acre site adjacent to an existing 7 acre natural gas processing plant which is enclosed by a chain-link fence. This approximately 8 acre facility lies within 1,333 acres owned by Williams Production RMT. Outside the fenced boundary of the Industrial Support Facility and Gas Plant, the Williams Production RMT property is agricultural and/or vacant in character. Lands adjacent to Williams Production RMT 1333 acre property are similarly used for grazing and/or agriculture, with limited rural residential and mineral/natural gas extractive uses. There are no established neighborhoods or other residential land uses within close proximity of the Industrial Support Facility that would warrant installation of screen fences or special landscaping or that would require special consideration of the location of intensively utilized areas, access points, lighting, or signs to protect established neighborhood character. 5.03.07 INDUSTRIAL OPERATIONS 1. IMPACT STATEMENT A. Existing Lawful Use of Water The water supply for the Industrial Support Facility is derived from American Soda 4110 owned water rights. These water rights are some of the most senor rights on the Colorado River and are more than adequate to satisfy the project's current as well as any future demands. American Soda is confident that the project's water supply as decreed in Case No. 99CW300 and W-2206 and Colorado River Conservation District water contract CW01005 (Appendix D of the Special Use Permit Application) is legally and physically reliable. B. Generation of Vapors, Dust, Smoke, Noise, Glare, Vibration, or Other Emanations The equipment to be installed at the Industrial Support Facility will not result in the emission of vapors, dust, smoke or other emanations. The facility will use electrically powered equipment and will be recovering an existing CO2 emission source from the Williams Production RMT Gas Plant and transporting the CO2 by pipeline to the American Soda Industrial Processing Facility at 2717 County Road 215 to be used as feed stock in the production of sodium bicarbonate. The electrical powered CO2 recovery equipment to be installed at the Industrial Support Facility will be housed in an enclosed structure and will not generate levels of noise or vibration that will be transmitted off site. • C. Impacts on Wildlife and Domestic Animals The Williams Production RMT Gas Plant is an existing industrial facility that is already fenced and the Industrial Support Facility will be fenced as well to restrict access by people, as well as by domestic animals and wildlife. While the adjacent properties are agricultural in nature, the perimeter fence precludes the entry of livestock and other domestic animals. There is the potential for occasional vehicle -animal collisions along County Road 215 due to automobile and truck traffic. The number of animals that would be impacted is expected to be low. D. Truck, Automobile Traffic There will be only minor truck and automobile traffic associated with this operation. Due to the remote operation of this facility from the American Soda Industrial Process Facility at 2717 County Road 215 there will be only approximately 3 vehicle trips per 24 period to this location. E. Damage.to Adjoining Property 411 No disturbance or damage to adjacent properties or land uses is foreseen as a result of the equipment installation and reduction of operations. F. Mitigation Measures Any added buildings or equipment that is visible will be painted to blend with the existing facilities. Since little, if any, other impacts are expected to result from the operations, no additional mitigation measures are proposed. 5.03.08 INDUSTRIAL PERFORMANCE STANDARDS 1. Volume of Sound The existing stationary plant equipment at the Williams Production RMT Parachute Gas Plant that generates noise is housed in buildings or enclosures and complies with all relevant state and federal standards. Equipment to be installed at the new Industrial Support Facility will be housed in a building and will be driven by electrical motors and will not generate noise • levels that will be detected out side of the plant and will comply with all relevant state and federal standards with respect to noise emissions. 2. Vibration Generated The existing installed equipment does not generate ground vibration that is perceptible along property boundaries and the equipment to be installed is not expected to produce ground vibration that is perceptible at any point along the property boundary. 3. Emissions of Smoke and Particulate Matter As stated in Section 5.03.07 (B) of this Impact Statement, the equipment to be installed will not increase emission of vapors, dust, smoke or other emanations. The addition will use electrically powered equipment. 4. Emission of Heat, Glare, Radiation, and Fumes The Williams Production Parachute Gas Plant as a whole is lit at night. Night lighting has been installed in accordance with applicable occupational health • and safety regulations and sound engineering judgment. Any new lighting that may be installed will be of the same type and the same engineering practices will be used as were used for the original installation. The existing lighting has been in use some time and is very well accepted by adjacent land owners and distant communities within visual range of the plant. The added equipment will not emit radiation into the environment, nor will it emit heat that would be measurable in offsite air or water resources. 5. Storage Areas Limited quantities of lubricating oils and other regulated materials will be stored at the Industrial Support Facility for use in operations. These materials are stored in a manner consistent with requirements of the National Fire Code and other applicable state and federal regulations. 5.08 FISCAL IMPACT MITIGATION PROGRAM According to the Garfield County Zoning Resolution, the purpose of the Fiscal Impact Mitigation Program is to condition a land use permit so that the sponsor of a Major Project will participate, as necessary, in a mitigation plan to provide for the timely availability of adequate housing, community facilities, and public services during the construction phase of the Major Project. Fiscal mitigation • can take many forms, such as providing housing units, funding school additions, and funding water, sewer, or road infrastructure. Based on the guidelines established in the Zoning Resolution (5.08.02.08), a Major Project is defined as a project located in the county that will employ at any one time a total workforce of 200 employees in the county. This project is sited on land owned by Williams Production RMT but the project itself is actually owned and operated by American Soda. Given the size of the American Soda construction workforce of 15 to 20 contract employees associated with the proposed equipment installation and including American Soda's current work force of 55 combined with the Williams Production RMT 62 person workforce, this project will not exceed the Major Project criteria during its construction period of 3 months. • • • APPENDIX C DEED AND LEGAL DISCRIPTION CO2 LEASE AND PURCHASE AGREEMENT • • 111111111111111111111111111111111111111111111111111111 dig91319 11/05/2001 03:06P 31300 P410 rl ALSD RF 411, of 44 R 20.00 D 0.00 GARFIELD COUNTY CO • • AFTER RECORDING. RETURN TO: Janet N. Harris, Esq. Davis Graham & Stubbs LLP 1550 17th Street, Suite 500 Denver, CO 80202 QUITCLAIM DEED THIS DEED, dated October 31, 2001, between UNION OIL COMPANY OF CALIFORNIA, a- corporation duly organized and existing under the laws of the State of California, Grantor, whose legal address 376 S. Valencia Avenue, Brea, California 92823, and WILLIAMS PRODUCTION RMT COMPANY, a corporation duly organized and existing under and by virtue of the laws of the State of Delaware, Grantee, whose legal address is 1515 Arapahoe, Suite 1000, Denver, Colorado 80202: WITNESS, that the Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS, the receipt and sufficiency of which are hereby acknowledged, has remised, released, sold and QUITCLAL IED, and by these presents does remise, release, sell and QUITCLAIM unto the Grantee, its successors and assigns forever, all the right, title, interest, claim and demand which the Grantor has in and to the real property, together with improvements, if any, situate, lying and being in the County of Garfield and State of Colorado, described as follows: SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HERELN BY REFERENCE with all its appurtenances. IN WITNESS WHEREOF, the Grantor has caused its corporate name to be hereunto subscribed by its attorney-in-fact, and its corporate seal to be hereunto affixed, on this 29th day of October, 2001, to be effective as of October 31, 2001. UNION OIL COMPANY OF CALIFOR LA, a California corporation By: Edward A. Wong, Attorney -}gin -Fact [Unocal — attach appropriate Acknowledgment] 1 ys c CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ti State of G,L/,'Dg,d//9 County of 02Ati'« On (`)2e/- 29 -'Cd/ Jam personally appeared 111111 II1l 1111111111111111 111111 11111 II1 11111 IIII 1111 591319 11/05/2001 03:05P B1300 P411 M ALSOORF 2 of 4 R 20.00 D 0.00 GARFIELD COUNTY CO / before me, c•-'9/yUe/ (9/v/2e,?"---LL /1474.e/ T?�?L�� Name and Title of Officer (e.g.. *.lani0oe. Notary Public') personally known to me - OR -u proved • SANDRAE. (IAMPBELL= If'--- COMM. #1188922 (1 :,..711.• • • NOTARY PUBLIC • CAUFORN IA ORANGE COUNTY My Comm. Expires July 31, 2002 Namefs) at Signerts) to me on the basis of satisfactory evidence to be the person(*)' whose name(. is/afesubscribed to the within instrument and acknowledged to me that he/s; a/t4ey executed the same in his/hef/the f authorized capacity(4s), and that by his/he,rJtt eif signature(s'f on the instrument the person(sT, or the entity upon behalf of which the person(' acted, executed the instrument. WITNESS my hand and official seal. Signature of Notary Puolic OPTIONAL Though the information below is nor required by law, it may prove valuable to persons relying an the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:/ �L�,"�/'d//jJ liY� Document Date: /G' y / Number of Pages: 3 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(,sr Signer's Name: ED A..)/44D 4, GO 0 Ai 6— ❑ Individual D Corporate Officer Title(s): • Partner — Limited General • Attorney -in -Fact III Trustee Guardian or Conservator L Other: Signer Is Representing: /..91/2/24.•,/ (a2././ 7-;•/.7/g RIGNITHUXIBPRINI BSER Top Of thumb Here Signer's Name: Individual E Corporate Officer Title(s): Partner — ❑ Limited El Attorney -in -Fact 7 Trustee Ei Guardian or Conservator G Other: E General Signer Is Representing: >frTHUAR PRNr CF SIGNER' Top of ;numb Here 'D 1994 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7194 Prod. No. 5907 Reorder Gee Toll -Free 1-800-876-6827 111111 111111111 111111 11111 it, .4111 1111 1111 /05/2001 03:06P 31300 P412 11 ALSDORF 20.4 0.00 GARFIELD COUNTY CO EXHIBIT A LEGAL DESCRIPTION -LOWER VALLEY of land located in Sec:ion 4, Township 7 South and :n Sections 27, 23. 29, 32, 33 and 34, Township 5 South, ail in 96 West of the Sixth Principal vleridian, Garfield County, Colorado, being :more particularly described as follows: ning at the northeast corner of said Sec:ion 4, thence S 07=32'09" W along :he est line of said Section 1 a distance of 94 feet :o the southeast corner of the NE1/4 NEI/4 of said Section 4; thence N 37014'02' W along the south line of the E1/4 NE1/4 a distance of 1301.32 feet to the southwest corner of the said NE1/4 NE1/4; :hencerN 0703945" E along est line of the said NE1/4 NE1/4 a distance of 1314.49 feet to the northwest corner of the said NE1/4 NE1/4; thence N '23" W along the north line of said Section 4 a distance of 1300.90 feet to the north quarter corner of said Section 4; e N 00°16'42" E along the north -south centerline of said Section 33 a distance of 1329.61 feet to the northeast corner of 0 (SEI/4 SWI/4) of said Section 33; thence N 38°30'49" W along the north line of Loi 10 & 9 (S1/2 SW1/4) a distance 1.59 feet to the northwest corner of the said Lot 9 (SWI/4 SW 1/4); thence N 38°50'57" W along the south line of Lot 5 /4 SEI/4) of said Section 32 a distance of 1360.67 feet to the southwest corner of said Lot 5; thence N 00°12'23" E the west line of said Lot 5 a distance of 1323.15 feet to the northwest cover of said Lot 5; thence N 39°01'03" W along t -west centerline of said Section 32 a distance of 1343.35 to the center of said Sec:ion 32; thence N 39°01'35" W uing along said east -west centerline a distance of 1339.03 feet to the southwest corner of the SE1/4 NW 1r'4 of said •n 32; thence N 01°01'47" E along the west line of the said SEL4 NWI/4 and Lot 1 (NEI/4 NV/1/4) of said Section 32 ance of 2666.55 feet to the northwest corner of the said Lot 1; thence N 00°59'42" E along the west line of Lot 11 4 SW1/4) of said Section 29 a distance of 1338.93 feet to the northwest corner of said Lot 11; thence S 38°43'09" E the north line of said Lot 11 a distance of 1316.98 feet to the northwest comer of Lot 12 (SW 1/4 5E1,4) of said Section ence S 88°41'29" E along the north line of said Lot 12 and the SEI14 SEI/4 a distance of 2664.116 feet :o the northeast r of ' said SEI/4 SE 1/4; thence N 01°10'53" E along the east line of said Sec:ion 29 a distance of 339.19 feet to a in enter of Parachute Creek; thence along the center of Parachute Creek the following seventeen courses: N '46 c a distance of 70.44 feet; thence N 27°58'40" E a distance of 192.27 feet; thence S 55'46'05" E a distance of feet; thence N 33°57'30" E a distance of 55.01 feet; thence N 38°03'42" E a distance of 269.26 feet; thence 39'35" E a distance of 27.17 feet: :hence S 13°52'23" E a distance of 123.65 feet; thence S 02°34'59" E a distance of 4 feet; thence S 19003'01" \V a distance of 103.73 feet: thence S 13°43'43" E a distance of 96.14 feet: thence 33'50" W a distance of 67.07 feet; thence S 12°25'33" E a distance of 68.15 feet: thence N 61'25'10" E a distance of 9 feet: :hence N 36'30'38" E a distance of 32.15 feet; thence S 74°50'45" E a distance of 149.19 feet; thence 20'13" E a distance of 102.33 feet; thence S 02°00'14" W a distance of 22.59 feet to the intersection of the center of hute Creek and the north Iine of the S1/2 SWI/4 of said Section 23; :hence S 38°55'16" E along the north line of the 1/2 SW 1/4 a distance of 601.13 fee: thence N 50°34'42" E a distance of 733.92 feet; thence S 43°49'12" E a distance of 9 feet to a point on the north -south centerline of said Section 23: thence N 00°03'06" E along said centerline a distance 90.98 feet to the center of said Section 23; thence S 33°11'54" E along the east -west centerline of said Section 23 a ce of 1349.37 feet to the northeast corner of Lot 3 (NW1/4 SEli4) of said Section 28; thence S 00°33'55" W along the ine offsaid Lot 3 a distance of 1308.19 feet to the southeast corner of said Lot 3; thence S 33'03'07" E along the north f Lot 13 (SE1/4 SEI/4) of said Section 23 a distance of 1339.74 feet to the northeast corner of said Lot 13; thence 37'54" E along :he north line of Lot 13 (SW1/4 SWI/4) of said Section 77 a distance of 1351.61 feet to the northeast r of said Lot 13; thence S 00°51'16" W along the east line of said Lot 13 a distance of 1312.64 feet to northeast corner t 2 (NW1,4 NW1/4) of said Section 34; thence S 01°27'32" W along the east line of said Lot 2 a distance of 1330.99 • the southeast corner of the said Lot 3; :hence N 33°37'31" W along the south line of the said Lot 2 a distance of 75 feet to the southwest corner of said Lot 2; thence N 33°14'04" W along the north line of Lot 5 (SE i/4 NE114) of said n 33 a distance of 1322.30 feet to the northwest comer at -said Lot 5; thence S 00°34'11" W along the west line of said a distance of 1339.39 feet to the southwest comer of said Lot 5; :hence S 33°34'10" E along :he scuta line of said Lot 5 ance of 1315,02 feet to the southeast comer of said Lot 5; thence S 00°52'13" W along the 'Fest line of Lot 10 /4 SW1/4) of said Sec:ion 34 a dis:ance of 1393.90 feet to a point on the west line of said Lot 10: :hence S 33'04'00" E mance of 209.60 feet: thence N 01056'00' E a distance of 559.70 feet: thence S 88°04'00" E a distance of 714.70 N 058'00" E a (distance of 634.10 feet::hence 5 38'01'00" E a distance of 330.13 feet to a point on :he east line Of of hence S 01'29'23" W along the east line of Lots 10 & 11 of said Section 34 a distance of 2553.09 feet to the ast comer of said Lot 11, thence N 33°13'20" W along the south line of said Lot 11 a distance of 1299.91 feet to e ast corner of said Section 4, the point of beginning, containing 1333.31 acres -tore or less. A-1 APPENDIX D WATER RIGHTS • • WATER DECREES • • • DISTRICT COURT, WATER DIVISION NO. 5. COLORADO Garfield County Courthouse 109 3' Street, Suite 104 Glenwood Springs, CO 81601 re r i 7 ';/ , 7 : �/ .:':_'-/q-' A COURT USE ONLY , Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership, in GARFIELD County, Colorado (with augmentation sources from Garfield, Grand. Pitkin and Eagle Counties). Christopher L. Coyle, Esq.. Atty. R. No. 29669 American Soda, L.L.P. 501 Wooden Deer Road Carbondale. CO 81623 Phone Number: (970) 963 -7210 Fax Number: (970) 963 - 7234 E-mail: ct riscovle85 hotmail.com Case Number: 99CW300 Division: Water Division No. 5 FINDINGS OF FACT, JLDGNIENT, AND DECREE OF `NATER COURT This matter came before the Court upon the Application of American Soda. L.L.P., a Colorado Limited Liability Partnership, for change of water rights. Applicant filed an Amended Application on April 28. 2000. The Water Judge referred the Amended Application to the undersigned as Water Referee for Water Division No. 5, State of Colorado, in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973, known as the Water Rights Determination and Administration Act of 1969. The Amended Application was rereferred to the Water Judge on August 4, 2003. The undersigned has made such investigations as are necessary to determine whether or not the statements in the Amended Application are true and has become fully advised with respect to the t._ . • r r determination and ruling in this matter. • • I. FINDINGS OF FACT 1. applicant tiled an Application for change of %eater rights on December 23. 1999. Appiicant filed an Amended Application for change of \vater rights and for approval of amendment to plan for augmentation on April 23, 2000. 2. The Application and Amended Application (referred to collectively hereinafter as "Applications") were properly published in the resume for Water Division No. 5. All notices required by law have been made, and the Court has jurisdiction over the Applications and over all of the parties in this case. 3. Exxon Company, U.S.A.; the State and Division Engineers; Municipal Subdistrict, Northern Colorado Water Conservancy District; Union Oil Company of California (d/b/a UNOCAL); and Colorado Division of Wildlife each tiled a timely Statement of Opposition to the Application. City of Glenwood Springs, Town of Parachute. and Glenwood Land Company, LLC each Filed a timely Statement of Opposition to the Amended application. No other statements of opposition were tiled, and the time for tiling such statements has expired. The said Objectors have consented to entry of this decree, as is evidenced by the stipulations with the Applicant on file with the Court. CLAIM FOR CHANGE OF WATER RIGHTS 4. Decreed Names of Structures For Which Changes Are Sought: A. Parachute Creek Reservoir B. Pumping Pipeline of Union Oil Company of California C. Union 76 Water Well Nos. 1, IA, 2, 3, 4 and 5 (under their own decreed priorities and as decreed alternate points of diversion for the Pumping Pipeline) D. Parachute Creek Drainage water rights that were included in the augmentation plan decreed in Case No. W-2206 (as more fully described herein) E. Certain of the Roaring Fork drainage water rights that were included in the augmentation plan in Case No. W-2206 (as more fully described herein) The said water rights may be referred to collectively herein as "Subject Water Rights." Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Pave • Information `rom previous Decree for Parachute Creek Reservoir: A. Date Entered: .726/1971 Case No.: W-252, Water Division No. 5 Court: District Court in and for Water Division No. 5 B. Decreed Legal Description: The intersection of center line of the dam axis with the center line of Parachute Creek which is Located at a point whence the South quarter corner of Section 36, Township 5 South, Range 96 West of the 6th P.I., bears North 6'42' East a distance of 9,049.3 feet. C. Source: Parachute Creek and all its tributaries, all of which are tributary to the Colorado River, and the Colorado River from which water will be diverted and carried to said reservoir by means of Applicant's interest in the Pumping_ Pipeline of Union Oil Company of California. Pursuant to the Decree entered in Case No. W-2206. the reservoir can also be tilled and refilled with certain historic consumptive -use credits associated with irrigation in the Roaring Fork River drainage and Parachute Creek drainage (see also paragraphs 11 through 15 below). A copy of the W-2206 Decree is Exhibit A hereto and incorporated herein by this reference. D. Appropriation Date: 12/15/1966 E. Decreed Amount: 33,773 acre feet (conditional), of which _applicant owns 3,366 acre feet (applicant owns an undivided 1993% interest as a tenant in common \vith Union Oil Company of California in one half of the reservoir) F. Decreed Uses: mining, retorting., refining, power, municipal, industrial, mechanical, domestic uses and purposes for which watermav be required in connection with the production of shale oil and its products G. Historic Use: N/A H. The Court has entered findings of reasonable diligence regarding Parachute Creek Reservoir in Case Nos. W-252-72, W-252-76, 80CW459, 84CW660, 88CW167, 96CW011. 6. Information from previous Decrees for Pumping Pipeline of the Union Oil Co=rn' of California ("Pumping. Pipeline''): A. Date Entered: 9i6'1952 Case No.: Civil Action 4004 Court: Garfield County District Court Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 3 B. Decreed Point of Diversion: the intake is located at a point on the westerly or northwesterly bank of the Colorado River. whence the section comer common to Sections 6 and 7, Township 7 South. Range 95 West of the 6th P.M.. and Sections 1 and 12. Township 7 South, Range 96 West of the 6th P.M. bears South 89'05' West 3,304.65 feet. C. Source: Colorado River D. Appropriation Date: 2/14/1949 E. Amount: 118.5 cfs, of which 112.57 cfs are conditional and. o f which in turn, Applicant owns 10 cfs (Applicant owns an undivided 8.9°%0 of the 112.57 cfs of conditional water rights decreed to the Pumping Pipeline as tenants-in-common with Union Oil Company of California). F. Decreed Use: industrial. retorting, mining, refining, power, domestic, and all other purposes used in connection with the production of shale oil and its products. and for water necessary or convenient in the operation of such plants. and of the persons and lands used for the housing of employees of such company in connection with the plant and their families G. Historic Use: The water right .vas decreed for fully consumptive industrial and other purposes. H. Remarks: (1) Certain change decrees were entered for the Pumping Pipeline right in Case Nos. W-3946, S 1 CW319, 83CW349 (including, for example. to change the right from direct flow to include direct tlow and storage for subsequent use. and to include irrigation for reclamation). In 33CW349, the Court also confirmed that the use of the Pumping Pipeline was contemplated to be 100% consumptive (including use and reuse) dating back to the date of the original C.A. 4004 decree. (2) Diligence decrees were entered for the conditional portion of the Pumping Pipeline in Case Nos. W-26, W-26-74, W-26-76, S0CW171, 84CW144, 88CW135, 91CW162, and 94CW241. (3) Applicant's Parachute Creek drainage and Roaring Fork River drainage rights (see paragraphs 11 through 15) may also be diverted at the Pipeline, pursuant to the Decree in Case No. W-2206 (see Exhibit A hereto). 7. Information From Previous Decree for Union 76 Water Well No. 1: A. Date Entered: 10/11/1972 Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact. Judgment and Decree of water Court Page 4 Case No.: W-1345 Court: Water Court in and for Nater Division No. 5 B. Decreed Point of Diversion: situated in the c;'4N-E;4 of Section 36, Township 5 South, Range 96 West o f the 6th P.M., and is located at a point whence an iron post with a brass cap found in place and properly marked for the closing corner on the section line between Sections 25 and 30 and the southerly line of Tract No. 37 bears North 30°57'30" East 589 feet in Garfield County. C. Source: ground water tributary to Parachute Creek D. Appropriation Date: 7/1/1955 E. Amount: 0. 52 cfs (236 gpm), absolute F. Decreed Use: domestic, industrial, stock watering, fire protection. and other beneficial purposes G. Historic Use: The right was diverted and used in conjunction ,.with UNOCAL. 's project for domestic, industrial and fire protection purposes. See also paragraph 7.F.. above. H. Remarks: Union 76 Water Well No. 1 is an alternate point of diversion for certain of Applicant's water rights described in the decree in Case No. W-2206 (see also paragraphs 11 through 15 below). Union 76 Water Well No. 1 is also a decreed alternate point of diversion for 2.75 cfs of the Pumping Pipeline. see Case No. W-3946. 8. Information From Previous Decree for Union 76 Water Well. No. IA: A. Date Entered: 8/14/1980 Case No. 79CW328 Court: District Court in and for Water Division No. 5 B. Decreed Point of Diversion: located in the NE! .NE', -i of Section 36, Township 5 South. Range 96 West of the 6th P.M. at a point 575 feet South of the North line and 320 feet West of the East line of said Section 36. C. Source: ground water tributary to Parachute Creek D. Appropriation Date: October 13, 1977. The well was approved as a supplemental well for the Union 76 Well No. 1 (Permit No. 6045-F). Union 76 Well No. IA was completed and -the water first applied to beneficial -use on January 12, 1978. Case No. 99CW300 Applicant: American Soda, L.L.P.. a Colorado Limited Liabiliry Partnership Findings of Fact, Judgment and Decree of Water Court Page 5 E. Amount: In Case No. 79C7,V323. Union 76 `Nell \o. I A .vas decreed absolute for 0.52 cfs for livestock watering, fire protection. and irrigation: and conditional for domestic. commercial, municipal. industrial. oil shale training and processing. In Case No. 34CW126, the conditional uses were decreed absolute. The pumping. rate and average annual appropriation of Well Nos. 1 and 1 A combined are limited to 236 gpm and 381 acre feet, respectively. F. Decreed Use: See paragraph 8.E.,above. G. Historic Use: The right was diverted and' used in conjunction with UNOCAL's project for the purposes described in paragaph 3.E. above. H. Remarks: Union 76 Water Well No. IA is an alternate point of diversion for certain of Applicant's water rights described in the decree in Case No. W-2206 (see also paragraphs 11 through 15 below). Union 76 Water Well No. IA is also decreed as an alternate point of diversion for 2.75 cfs of the Pumping Pipeline, see Case No. W-3946. 9. Information from previous Decrees for Union 76 Water Well Nos. 2 through A. Data, Entered: 3/14/1985 Case No. 32CW 330 Court: Water Court in and for Water Division No. 5 B. Decreed Points of Diversion: (1) Union 76 Water Well No. 2 is located in the SEY:NE1/4 of Section 36, Township 5 South, Range 96 West, of the 6th P.I., at a point 1550 feet from the North section line and 550 feet from the East section line of said section. (2) Union 76 Water Well No. 3 is located in the NE SE`, of Section 36, Township South, Range 96 West, of the 6th P.I., at a point 1950 feet from the South section line and 350 feet from the East section line of said section. (3) Union 76 Water Well No. 4 is located in the SE',/; SE1 of Section 25, Township 5 South, Rance 96 West, of the 6th P.I., at a point 1300 feet from the South section line and 650 feet from the East section line of said section. (4) Union 76 Water Well No. 5 is located in the SE V4 SE! of Section 25, Township 5 South, Range 96 West, of the 6th P.M., at a point 400 feet from the South section line and 350 feet from the East section line of said section. C. Source: alluvium of Parachute Creek Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Parmership Findings of Fact, Judgment and Decree of Nater Court Page 6 • D. Appropriation Date: 12/4/1980 E. Amount and Uses: (1) Absolute for industrial, domestic. and all other uses related to the provision of a water supply for shale mining, processing and refining facilities and operations, including storage (hereinafter referred to as "industrial and domestic uses"): (a) Union 76 Water Well No. 2: 0.495 cfs (222 gpm) (b) Union 76 Water Well No. 3: 0.524 cfs (235 gpm) (c) Union 76 Water Well No. 4: 0.557 cfs (250 gpm) (d) Union 76 Water Well No. 5: 0.557 cfs (250 gpm) (2) Conditional for industrial and domestic uses: (a) Union 76 Water Well No. 2: 0.062 cfs (23 zpm) (b) Union 76 Water Well No. 3: 0.033 cfs (15 rpm) (3) Conditional for municipal and irrigation uses in the amount 010.557 cfs (250 gpm) for each well. F. Historic Use: The rights were diverted and used in conjunction with UNOCAL's project for the purposes described in paragraph 9.E., above. Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 7 • Rernarks: (1) These wells are alternate points of diversion for certain of Applicant's water rights described in the decree in Case No. W-2206 (see also para,rapiis II through 15 below). and alternate points of diversion for a portion of the Pumping Pipeline under the W-3946 decree. (2) Applicant's predecessors have maintained diligence on these rights in Case Nos. 89CW58 (wherein portions were also made absolute), and 9; CW53. (3) American Soda does not seek to change the conditional municipal and irrigation uses decreed to Union 76 Water Well Nos. 2 through 5, and no such change is granted herein. These municipal and irrigation uses will riot be made or perfected in the Piceance Creek basin (Water Division No. 6), and therefore any return flows from these uses will accrue to the Colorado River basin (`Vater Division No. 5). (4) Applicant will account for diversions at the subject wells and the replacement of all out -of -priority depletions or, a form acceptable to the Division Engineer. 10. The historic domestic return flows from the diversions at the subject wells were associated with water service to the office building formerly occupied by UNOCAL. American Soda has purchased that property and occupies the same office building. American Soda will maintain the historic domestic return flows. 11. Applicant has acquired all of the Parachute Creek drainage rights and a portion of the Roaring Fork River drainage rights that were changed and included in the plan for augmentation, including exchange, decreed in Case No. W-2206 (see e.g., paves 32-41 of the W-2206 Decree. Exhibit A hereto). These rights are more particularly described below. 12. Information from previous decrees for Parachute Creek drainage rights. All Decrees entered in District Court of Garfield County: A. Starkey Gulch Ditch (1) Decreed point of diversion: out of Parachute Creek, with headgate located at a point on the south bank of Starkey Gulch. whence the northwest corner of Section 33, Township 6 South, Range 96 West of the 61° P.M., bears N. 60 E. a distance of 1,073 feet. (2) Amount: 4.32 cfs Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 8 • • (3) Court where original decree was entered: District Court of Garfield County (rt) Case No.: W-248 (5) Date of appropriation: 8/1'1901 (6) Date of decree: 7/26/1971 B. Charley Dere Ditch (1) Decreed point of diversion: out of the middle fork of Parachute Creek, with headgate being located on the West bank of said creek at a point from which the W1 corner of Lot 9, Section 18, Township 5 South. Range 95 `Vest of the 6`n P.M., bears S. 60000' W. 559 feet. (2) Amount and priority of diversion: 0.25 cfs out of priority no. 205 0.58 cfs out of priority no. 207A (3) Priority No. Case No. Date of Appropriation Date of Decree 205 3124 10/1/1914 1,4;1937 207a 3124 371;1926 1,4-1937 C. Parachute Ditch (1) Former decreed point of diversion: about three and one-quarter miles above the mouth of Parachute Creek and also at a point from which the N' corner of Section 3, Township 7 South, Range 96 West of the 61' P.M. bears S. 54000' E. 1936 feet. (2) As decreed in Case No. W-2910. correct surveyed headgate location and point of diversion: the headgate is situated in Lot 12 of Section 34, Township 6 South, Range 96 West of the 6`n P.M. located at a point whence the S` corner of said Section 34 bears S. 56°04'47" E. a distance of 1569.99 feet, and the diversion point is situated in Lot 12 of Section 34, Township 6 South, Range 96 West of the [n IS I 1-1 - 53°16'18" E. a distance of -2019.35 feet. Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Paze 9 (3) Amount and priority of diversion: 0.30 cfs out of priority no. 9 2.37 fs out of priority no. 131 1.30 cfs out of priority no. 145 0.035 cfs out of priority no. 149 19.72 cfs out of priority no. 207Q (4) Priority No. Case No. Date of Appropriation Date of Decree 9* 103 5:17; 1883 5' 1 1, 1389 131 103 411888 5111889 145 469 4.25, 890 4,27 1393 149** 469 l 1,9/ 1391 4,27 189" 207Q I 31'4 '.1,19'6 1 19 - "Priority no. 9 was orizinally Decreed :o the Daisy Ditch and transferred :o the Parachute Ditch by. decree .later: 4123/1910, in Case No. 1413, for'use through the Vieweg Ditch. ** Priority no. 149 .vas decreed to the Hoimes and Moran Extension and Enlargement of the Parachute Ditch. D. Viei.veg Ditch (1) Former decreed point o t diversion: an enlargement and extension of the Parachute Ditch, the headgate thereofbeing situated about two and one-half miles above the headgate of the Daisy Ditch. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in Lot 12 or Section 34, Township 6 South, Range 96 West of the 6`'' P.M. located at a point whence the S1/4 corner of said Section 34 bears S. 57°48'14" E. a distance o C1501.90 feet. (3) Amount and priority of diversion: 1.60 cfs out of priority no. 152A (4) Case No.: 745 (5) Date of appropriation: 5/1;1893 (6) Date of decree: 11,9/1897 E. P.L.R. Ditch Case No. 99CW300 Applicant: American Soda, L.L.P.. a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 10 (1) Former decreed point of diversion: on the north bank o f the East Fork of Parachute Creek at a point whence the quarter corner common to Sections 29 and 30, Township 5 South, Range 95 West of the 6 P.M., bears N. 38' 15' ;x".22' 20 feet but which by actual survey is located on said creek at a point whence the northwest corner of Section 30, Township 5 South, Range 95 West of the 6'h P.M. bears V. 69°56' W., a distance of 7814 feet. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in the NE1/4 SW1 of Section 29, Township 5 South, Range 95 West of the 6`° P.M. located at a point whence the W1/4 corner of said Section 29 bears N. 75'52'36" W. a distance of 1531.53 feet. (3) Amount and priority of diversion: 0.45 cfs out of priority no. 206 1.05 cfs out of priority no. 207E 0.38 cfs out of priority no. 202 0.87 cfs out of priority no. 207E 1.04 cfs out of priority no. 20.E 2.42 cfs out of priority no. 207D Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 11 (4) Priority No. Case No. Date of :appropriation Date of Decree 206* 3124 5:1/1922 1; -141937 207E* 3124 3/1;'1926 1.4, 1937 202** 3124 5,1:1913 1.4/ 1937 207F** 3124 3/1,1926 1,4/1937 204 3124 51:1914 1.4; 1937 307D 3124 3,1,1926 1:4,1937 * Priority nos. 206 and 207E were originally decreed to the Zeimo Ditch and were transferred by decree dated .5i 1963 to the P.L.R. Ditch in Case No. 6316. ** Priority nos. 202 and 207F '.vere originally decreed to the Bessie Ditch and were transferred by decree dated 7:1/1963 to the P.L.R. Ditch in Case No. 6316. F. East Fork Ditch (1) , Former decreed point of diversion: on the north bank of the East Fork of Parachute Creek at a point in the SEY SW" of Section 30, Township 5 South, Range 95 West of the 6`h P.M. and at a point whence the S' corner. Section 30, Township 5 South. Range 95 West of the 6'h P.I.. bears S 86=33' E.. 1,185 feet, but which by actual survey is located on the north bank of the East Fork of Parachute Creek, whence the northwest corner of Section 30, Township 5 South, Range 95 West of the 6`h P.I., bears N. 39°45' W. a distance of 5387 feet. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in Lot 15 of Section 30, Township 5 South, Range 95 \Vest of the 6`h P.I. located at a point whence the witness corner to the S1 of said Section 30 bears S. 30°49'00" E. a distance of 164.26 feet. (3) Amount and priority of diversion: 0.44 cfs out o f priority no. 179BB 3.47 cfs out ofpriority no. 207G 0.30 cfs out of priority no. 126A 1.85 cfs out of priority no. 154BB Case No. 99CW300 .Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact. Judgment and Decree of Water Court Page 12 Priority No. Case No. Date of kpprnariation Date if Decree 1-9BB 2011 1,1191' 2 1920 207E 312- _ 1 :926 -1.193- 12.6A• 9: 1=6A 105 2 ..`3 12,29'1903 154BB' 1059 4,20/1S95 12. _9.1903 'Priority nos. 126A and 154BB.vere originally. decreed to the Parachute : iighiu e Dir:h and were transfer ed by 1ec;er dated ' 1: :963 :o the East Fork Ditch to Case No, v3 i b. G. Davenport Ditch (1) Former decreed point Jr. diversion: ata point whence he W' : corner. Section 30. Township 5 South. Rade ?= West of the 611P.M. bears N. 3-=-15` E. 350 feet. but which. by actual survey is loc::t4:: -)n the Qwest bank of the Middle Parachute Creek. whence :he northwest _orner of Section 30. Township 5 South. Ranee 95 West of the 6' P.M. bears'. 9'5 `"4'...:a distance of 3-1 feet.. (.) As de reeti in Case No. W-„ p10. correct surFeved headgate location and point of diversion; the headzate and diversion point is situated in Lot ; of Section 30. Township 5 South. Ranze 9': West of the ('R P.M. Located at a point whence the northwest comer of said Sec:ior: 30 bears N. 04'15'54" W. a distance of 1450.09 feet. {3) Amount and priority of diversion: 2.0 cfs out of priority no. 1-1.3C 5.69 cfs out of priority no.: rC 1.33 cfs out ofpriority no. 199 3.09 cfs out of priority no. 207H 14) Prioriry :No. Case No. Date of Appropriation Date of Decree 143C 1 '-- 5 1 ISS9 6,16N93 20-C 1 3124 3 1 1926 1 1:93-- 199* I 31'4 5 1.1388 1 4.191- 20-H* 3124 3 1 1926 — - 1 4 19Y Case No. 99CW300 Applicant: Amercan Sada. L.L.P . a Colorado Limited Liability Partnership Findings or Fact. Judgment and Decree of Water Court Page 1 1 • -P-lorry nos. ;99 and 20TH .were originally ?ecreed :o :he Highlint Duct and xe :ranaae.rreti ,y. :" :963 to the Davenport Duch . n Ca.. -se No. 6316. H. C.C.D. Ditch _.w- .mated (1) Former decreed point of diversion: at a point whence. :he •vuness quarter comer common to Sections 13 and 19. Township 5 South. Range 95 ',Vest of the 6h P.M. bears S. 52'541E. :10 feet. (2) As decreed in Case No. W-2910, correct sun.eyed headgate location and point of diversion: the headgate and diversion point is situated in Lot 2 of Section 19, Township 5 South. Ranee 9.5 West of the 6' P.M. located at a point whence the witness corner to the west ,:orner common to Section 15 and Section 19. said Township and Rin e. bears N. 032,3'32" W. a distance of 3332.23 feet. 13) _mount and priortt;Y of diversion: 0.-6 cfs out or priority no. 20.E ,1 .77 out ofprioht .:u. 2d73 ia) Priorir , No. Case No. Date of Appropriation Date of Decree 203 3124 -1 , , 91- ;. "r :93 - 93:U :CS 3 3124 I. l9'n 1 4 :93- 1. West Fork Ditch (1) Former decreed point o (diversion: at a point wvhence the point ofcliff bears N. 53' E. 1660 feet, and a point of cliff bears S. 14' E. 2090 feet. and also at a point .whence the W corner. Section 30. Township 5 South. Range 95 West of the 6'h P.M. bears S. S8'45' E. 2375 feet. (2) As decreed in Case No. W-2910. correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in the SE':. NW` of Section 25, Township 5 South, Rance 96 West of the 6h P.I. located at a point whence the northwest corner of Section 30, Township 5 South. Range 95 West of the 6, P.M. bears N. 50°23'03" E. a distance or -3539,31 feet. 131 .rriount and prtortty of diversion: 1.3D cfs out or prone- no. 1bS a Case N. 99CW300 Applicant: American Soda, L.L.P.. a Colorado Lirm ed Liadiiiryv Partnership Findings of Fact. Judgment and Decree of Water Court Pa,M11 • • (4) Case No.: 2011 (5) Date of appropriation: 5/18/1903 (6) Date of decree: 3,27/1920 J. Spring Ditch (1) Former decreed point of diversion: about 50 feet from the range line between Ranges 95 and 96 and also at a point whence the E`,/., corner of Section 25, Township 5 South, Range 96 West of the 6`h P.M. bears S. 1045' E. 1616 feet. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in the SE'./4 NE'% of Section 25, Township 5 South, Range 96 West of the 6th P.M. located at a point whence the northwest corner of Section 30, Township 5 South, Range 95 West of the 6th P.M. bears N. 00°05'14" E. a distance of 1621.30 feet. (3) (4) (5) Amount and priority of diversion: 0.12 cfs out of priority no. 177AA Case No.: 2011 Date of appropriation: 11/1'1909 (6) Date of decree: 3/27/1920 K. Grantee Ditch (1) Former decreed point of diversion: at a point near the southerly side of the NE1 NWS of Section 4, Township 6 South, Range 96 West and at a point from which the WV, corner of Section 4, Township 6 South, Range 96 West of the 6`h P.M.. bears South 30°30' W. 3785 feet. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate is situated in Lot 1 of Section 4, Township 6 South, Range 96 West of the 6th P.M. located at a point whence the Wt/a corner of said Section 4 bears S. 35'19'27" W. a distance of 3145.60 feet, and the diversion point is situated in Lot 1 of Section 4, Township 6 South, Range 96 West of the 6,h P.M. located at a point whence the W',�, corner of said Section 4 bears S. 35'17'16" W. a distance of 3195.56 feet. (3) Amount and priority of diversion: Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 15 • • 7.49 cfs out of the following priorities: 0.24 cfs out of priority no. 143.A.A (decreed for 0.4 cfs ) 2.16 cfs out of priority no. 154A (decreed for 3.6 cfs) 0.6 cfs out of priority no. 158A_\ (decreed for 1.0 cfs) 0.96 cfs out of priority no. 161.A.A (decreed for 1.6 cfs 3.53 cfs out of priority no. 207I (decreed for 6.09 cfs) (4) Priority No. Case No. Date of Appropriation Date of Decree 143A--\ 731 4.1, 1839 2. 20/1900 154A 731 4,15 1395 7.'20/1900 1 S SAA 1345 5:6/1900 3, 4i 1909 161_x..-\ 1345 11.'5...1901 . 1909 2:4,1909 20-I 3124 3 1 1926 1 4:1937 L. Riley Ditch (1) Former decreed point of diversion: about 1200 feet northwest of the southwest corner of SW',% of Section 34, Township 6 South. Range 96 West of the 6`° P.M. and also described as being at a point from which the nonhwest corner of Section 3. Township 7 South, Range 96 West of the 6th P.M. bears S. 76°00' W. 587 feet distant. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in Lot 1 of Section 4, Township 7 South, Range 96 West of the 6th P.M. located at a point whence the northeast corner of said Section 4 bears N. 74°08'07" E. a distance of 524.04 feet. (3) (4) Amount and priority of diversion: 0.80 cfs out of priority no. 141A 0.20 cfs out of priority no. 200 0.30 cfs out of priority no. 207P Priority No. Case No. Date of Appropriation Date of Decree Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Partnership Findings of Fact. Judgment and Decree of Water Court Page 16 • • 13. - : : 3:3 _ Th.1909 '_00 3114 ©i1:1891 =0-? 31,24 1 - 1 1926 1 1.4,193 M. Benson and Barnert Ditch (11 Former decreed point o t di= ersion: about 100 yards north on the north line of the ti -W' NIN71/4 of Section 9. Township 6 South. Range 96 West of the 6' P.M. and also described as being at a point from which the comer common to Sections 5, 4. S, and 9. Township 6 South. Range 96 West of the 6" P.M. bears S. 5 7°00' W. 1220 feet. (2) As decreed in Case No. sun -eyed headgate location and point of diversion: the headgate and •iiversion point is situated in Lot 1 of Section 4. Township 6 South. Range 96 ',Vest of the 6th P.M. located at a point whence the southwest corner of said Section 4 bears S. 58'5,3'50" W. a distance of 972.72 feet. (3) Amount and pnoriry of diversion: 4.91- c fs our of the following pr orties: l,. r L.fs ,aut of pr ority no. 1413BBB decreed for 2.3 ,:tsi 3.6 o:s out of priority no. 207J (decreed for 6.21 crs� (4) Priority No. Case No. Date of Appropriation Dare of Decree 1-4BBBB 94 3 3= 189') 2 24,1003 201 _i,'i _ 1 1925 . 1';3- - N. Low Cost Ditch (1) Former decreed point ofdiversion: about eight miles above the mouth of Parachute Creek and also described as being located at a point from which the comer of Section 20, Township 6 South. Range 96 West of the 6'h P.M. bears. S. 18°00' W. SOO feet. and point ofersion: the headgate and diversion point is situated in Loc 13 or- Section fSection 17. Township 6 South. Range 96 West of the 6`' P.M. located at a point Case No. 99CW30!) Applicant: American Soda, L.L.P . a Colorado Limited Lability Partnership Findings of Fact. Judgment and Decree of water Court Page t' • whence the S1/2 corner of said Section 17 bears 5. 18'11'00" W. a distance of 789.6 i feet. (3) _mount and priority of diversion: 22.89 cfs out of the following priorities: 4.35 cfs out of priority no. 83 (decreed for 5.0 cfs) 7.82 cfs out of priority no. 132 (decreed for 9.0 cfs,) 10.72 cfs out of priority no. 2070 (decreed for 12.34 cfs) (4) Priority No. Case No. Date of appropriation 1 I Date of Decree 83 103 1./4/1887 I 5 11, 1889 132 103 4;1;1888 5.11:1889 3070 3124 3:1,1926 . ',19.- 13. Historic use of Parachute Creek drainage rights: The said Parachute Creek drainage rights were historically used to irrigate the lands identified in Exhibit "C" to the Decree in Case No. W-2206, see Exhibit A hereto. The Court decreed in Case No. W-2206 that the total consumptive use resulting from the irrigation diversions was 1380.3 acre feet in an average year.` The allocation of the consumptive -use credits by ditch is set forth in Table 1 in Exhibit "C" to the Decree in Case No. W-2206, see Exhibit A hereto. A monthly depletion analysis for these water rights is set forth in Exhibit B hereto. 14. Information From previous decrees for Roaring Fork drainage rights: Applicant acquired water rights in the Roaring Fork drainage that were associated with the historical irrigation of parts of the Kinsall Ranch. the Wulfsohn Ranch and the Sanders Ranch. These lands were permanently removed from irrigation prior to 1975. These lands are identified in Exhibit "B" to the Decree in Case No. W-2206. The rights associated with the dry up are as follows. A11 decrees were entered in District Court of Garfield County: A. Weaver & Leonhardv Ditch and Rockford Ditch The Decree stares char a total of 1395.9 AF of consumptive use was associated with the r._-hts identified in Exhibit "C." Applicant has nor included the Ida Dere Ditch in this Case No. 990.1:300 t the historic consumptive use of which was 15.6 acre feet). Case No. 99CW300 Appiicant: American Soda. L.L.P.. a Colorado Limited Liability Parmership Findings of Fact. Judgment and Decree of `Vater Court Page 18 • (1) Former decreed point of diversion: about one mile above the mouth ofRock Creek ( now Crustal River), and further described as at a point about 175 feet north of Rock Creek Bridge and being S. 47°54' E. 901 feet from its Section Corner common to Sections 23, 29.32 and 33, Township 7 South, Range 83 `Vest of the 6' P.M. and near the center of the NWV vW 'i of said Section 33 according to the old survey. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate is situated in Lot 6 of Section 33, Township 7 South, Range 88 West of the 6th P.M. located at a point whence the northwest comer of said Section 33 bears N. 52°27'17" W. a distance of 3214.47 feet, and the diversion point is situated in Lot 6 of Section 33, Township 7 South. Range 88 West of the 6th P.M. located at a point whence the northwest corner of said Section 33 bears N. 5l°31'22" W. a distance of 3299.29 feet. (3) Amount and priority of diversion: 1.96 cfs out of priority no. 117 3.04 cfs out of priority no. 399 (4) Priority No. Case No. Date of Appropriation 1 Date of Decree 117' 132 4/20/1385 5.11...1389 399** 3082 6i-1,1915 3._5: 1936 * Priority no. 117 was originally decreed to Weaver & Leonhardy Ditch and transferred in Case No. 2316 by decree dated 3/20/1923 to the Rockford Ditch and from there to the Southard & Cavanaugh by decree dared 10:11;1966 in Case No. 5967. ** Priority no. 399 was originally decreed to the Rockford Ditch and from there to the Southard Sc. Cavanaugh by decree dared 10/11/1966 in Case No. 5967. B. Staton Ditch (1) Former decreed point of diversion: on the north bank of Cattle Creek, about two miles from the mouth, in Section 16, Township 7 South, Range 88 West of the 6th P.M. (2) As decreed in Case No. W-2910, correct surveyed headgate location and point of diversion: the headgate and diversion point is situated in Tract 37 of Section 16, Township 7 South, Range 88 West of the 6th P.L. located at a point whence the northwest corner of said Section 16 bears N. 25'34'11" W. a distance of 818.74 fcct. (3) Amount and priority of diversion: Case No. 99C1W300 Applicant: American Soda, L.L.P.. a Colorado Limited Liability Partnership Findings of Fact. Judgment and Decree of Water Court Page 19 0.+)6 cfs .out f priority no. 53 rdecreed for cfs) 0.00 cfs Dut o f prom:, no. -9 i decreed or IA cis) +). i o fs •jut '.iF pnont; o. 299 decreed for 2.)8 14) Priority No. Case No. Date of .Appropriation Date of Decree 53 1- 151383 1SS9 _9 [32 3. 1 1831 ° . . ;;'39 29'0 308' -t, 15 139) _. 1'):6 C. Atkinson Canal I 1 1 Fotiner decreed point Ji diversion: on the south bank o f the Roar;n4 Fork River .it a point about three miles South of the City of Glenwood Springs. and about one-fourth of a mile above the point %N. -here the Cardiff Bridze crosses said river. (.2) As decreed :ri Case No. W-"910. correct sur:ev eta headgate location and point of diversion: the headgate is situated in the N'W 4 SW'- of Section 22. Township 6 South, Range 89 Wrest of the 6`' P.M. located at a point whence the northwest corn,. er o t slid Section :2 hears N. 3' '49'31}" W. a distance of 1=S 1.5 i tee and the diversion point is situated in the NW' S SWl i of Section 22Township 6 South. Rance 39 West of the 6' P. N1. located at a point whence the northwest corner of said Section 22 bears N. -,L8'23'03" W. a distance of 1875.S0 feet. 13) Amount and priority of diversion: 2.03 cfs out ot.priority no. 105A (decreed for 4.2 cfs) 0.43 cfs out of priority no. 107A (decreed for 1.0 cfs) 3.39 cfs out of priority no. 22S (decreed for ".+) cfs) .31 cfs out of priority no. 59- idecreed for [2.0 cfs) Case No. 99C\V300 Applicant: American Soda, L.L.P.. a Colorado Lirruted Liability Partnership Findings of Fact. Judgment and Decree ot` .Vater Court Pave '0 Priority No. Case No. : Date ot ppropriation Dare of Decree lik:A I 105o I :2.2.0 1 's= 11 i s. :11)9 107.E 1 ' mac 1 3 _; .3a 907 .:2S 1388 1 4 1 . 1909 :J;.70 1 409 , qa 4033 3 19/195'1 10,•24,195: 15. Historic Lase of Roaring Fork River drainage rights: A. The Waver & Leonhardv Ditch and Rockford Ditch 1 Southard & Cavanaugh Ditch) '.water rights described in paragraph I -:.A. above were historically used to irrigate 60 acres ofwhat was known as the l insall Ranch. resulting :n an average annual consumptive use of 109.3 acre feet. as described and quantified in paragraph 4.A.11 )(pages 20 and 21 and Exhibit "B" of the decree in W-2206 (attached as Exhibit A hereto w. A monthly depletion analysis for these water rights is set forth in Exhibit 3 hereto. B. The Staton Ditch water rights described in oara_arach 14.3. above ere historically used to irrigate part of the :0r acres of .wliat is known as the Sanders Ranch. resulting in an average annual consumptive use of 10.3- acre :ee:. as described and quantified in paragraph s..A.131(page 21) and Exhibit "B" of the decree in Case No. °,V-2206. (As decreed in W-2206. a total of :, acre Leet of average annual historic consumptive ;:se '.vas associated with the dry up under the Staton Ditch. The remaining 11.63 acre feet 122 acre feet total less the said 10.3" acre feet) were changed in Cas: No. 90CWI56 for augmentation ofthe Cornell Ponds. The said 11.63 acre feet are separate and distinct from the 10.37 acre feet included in this Decree. The other i -L.6 acre: feet ofhistoric consumptive use referenced in paragraph 4.A. 3) (page 21) of the W-2206 Decree were _finder the Glenwood Ditch and are not part of this 99CW300 proceeding.) C. The Atkinson Canal water rights described in paragraph 14.C. above were historically used to irrigate 78 acres on what is known as the Wulfsohn Ranch. resulting in an average annual consumptive use of 142.7 acre fre.t. as described and quantities in parar•aph 2)(page 21) and Exhibit "13" of the decree in Case No. `4'-2206. D. A monthly depletion analysis for these Roaring Fork River drainage rights is set forth in Exhibit B hereto. 16. In accordance with the Decree entered in Case No. W-7206. the transit loss to be assessed for delivery of the said Roaring Fork River rights to applicant's Parachute facility and point of diversion is 6.36 A; annually. The said 6.36 AF is calculated as :oilows: the total 262.S- _89.1 Al of -Roaring Fork River drainage rights included in Case No. \V-2206. multiplied by the 7 AF of transit losses assessed for the Roaring Fork rights in \V-2206. Case No. 99CW2:0O Applicant: American Soda. L.L.P.. a Colorado Len red Liability Partnership Findings or Fact. Judgment and Decree of Nater Court Paget 1 Proposed change,?C tubie : W ter Ri'a:!ts: A. The Subject '"Vater Rights are alread;, decr_ed or.ndustral purposes among other purposes). including. `or oil shale :pining and development. Applicant seeks a decree confirming that the rights may be used for general :ndustnal, minrnz, processing, retorting, refining and commercial purposes. including (without limiting :he Feneratity of the fore•.oing) any inti ail uses in connection with ail aspects of Acnlicant•s ^'oleo :o -extract nahcolite and other minerals (including oil shale). B. Tine prior Deere -es for :he Subject Water Rights contemplated use in the Colorado River basin and Piceance Creek basin. Applicant seeks confirmation that use of the Subject Water Rights may also be made upon lands described in Exhibit C hereto ( which is incorporated herein by this reference ). C. Applicant does not ;eel; to chane the conditional municipal and :r_ ration uses decreed to Union ,o Water Weil Nos. 2 through 5. and no such change ,s Inanted herein. These rr.unicipal and :n nation uses will not he :pad: lir perfected :n the P:c;:accs Creek basin (Water Division No. ,h'o. and therefor` any return :Io+vs ':•ort::hese uses will accrue to the Colorado River basin ':Vater Division Nu. ). D. Objector Exxon Mobil Corporation l"ExxcnMobin obtained a Decree in Case No. 32CW: 697 that included, :n:er,alia. a decreed fit ht :0 divert the Obiectar's Cornell Ditch by exchange at the Dow Pumping Plant and Pipeline. the Dov Wells_ :he Middle Fork Reservoir and Davis Gulch Reservoir. subject :o the terms and conditions of the said Decree. in order to prevent injury to Exxon tobil's vested water niahts or decreed conditional water rights, Applicant agrees as follows: 1) Applicant as the successor to Union Oii Company for the Union 76 Water Well Nos. 1. 1A. 1 3. 4 and 5 agrees to waive the water delivery requirements of paragraph 7(c)(8) of the Decree in Case No. S2CW309, and that the water rights that are :he subject of this case may not be used in arty manner as a basis to enforce paragraph 7(c)(3) of the Decree in Case No. 3ZC V3o9.. (2) Applicant agrees that its Union 76 Water Well Nos, 1. IA, _, 3, 4 .in.d 5 shall not be considered a "water right.. or surface. diversions that can exercise a call against ExxonMobils Cornell Ditch exchange as defined. and contemplated in paragraph 7(G)(2) of the Decree in Case No. S2CW369 13) Applicant agrees that k shall waive its riPub of enforcement under paragraph 7(c) 22) of the Decree in Case No. 82CW369. whereby ExxonMob►I is limited in its exchange of its Cornell Ditch water rights when the surface tiow of water in Parachute Creek below the confluence of Middle Fork and East Middle F irk Case No. 99C1.113010 Applicant: _American Soda. L.L.F.. a Colorado L:rr..ted Liability Partnership Findings of Fact. Judgment and Decree of ',Vater Court PUG 22 • • of Parachute Creek is more than the historic Cornell Ditch diversions. Objector Exxon_Mobil may exchange its Cornell Ditch water rights past Applicant's Union 76 Water Well Nos. 1, 1A, 2. 3. 4 and 5, when Parachute Creek is a dry stream. (4) In the event any other party attempts to enforce the conditions described in paragraphs 17(D)(2) and (3) above. Applicant agrees that it will restrict pumping from each of the Union 76 Water Well Nos. 1, 1A, 2, 3, 4 and 5 to a rate of one-half (1/2) of their decreed rates. (5) To the extent required, the foregoing terms of this Decree shall constitute an amendment or modification of the relevant paragraphs of the Decree in Case No. 82CW369. E. The terms and conditions on the exercise of the water rights in this decree shall run with title to the water rights that are the subject of this decree and shall limit any successor to the Applicant in the exercise of such rights in this decree. F. Except as provided herein, Applicant does not seek to change the plan for augmentation, including exchange, involving the Subject Water Rights decreed in Case No. W-2206. G. No injury will occur to other vested or decreed conditional water rights as a result of entry of this Decree to change the Subject Water Rights. confirm their use for general industrial purposes, and confirm their use within Applicant's project lands, as herein described. 18. Name and address o f owner of land on which structures are located: Applicant. Place of use will occur on lands owned or leased by Applicant. CLAIM FOR AMENDMENT OF AUGMENTATION PLAN 19. Water right to be augmented: Pumping Pipeline (diverted at the locations described in paragraphs I.6. and I.10. above). 20. Water rights to be used for augmentation: Parachute Creek Reservoir, Parachute Creek drainage rights, Roaring Fork River drainage rights, and releases from Wolford Mountain Reservoir and'or Ruedi Reservoir pursuant to the Applicant's contracts with the Colorado River Water Conservation District ("River District"). 21. Applicant seeks to amend the augmentation plan decreed in Case No. W-2206 to add additional sources of augmentation water, as available . ursuant to allotment contracts with the River District. Applicant has obtained contracts with the River District for releases of up to S00 acre feet annually. Releases pursuant to the contracts will be made from Wolford Mountain Reservoir or Ruedi Reservoir. Case No. 99CW300 Applicant: American Soda, L.L.P., a Colorado Limited Liability Parmership Findings of Fact. Judgment and Decree of Water Court Page 23 • • On a release schedule to be determined by the Applicant and at the direction of the Division Engineer, the water available under the contracts with the River District may he released and used in connection with all aspects of Applicant's industrial project to extract nahcolite and other minerals, including oil shale. and may aiso be released and used for environmental mitigation purposes (including, for example, endangered species recovery) as may be required in the regulatory permitting of Applicant's project. 22. The decretal information about Wolford Mountain Reservoir (aik'a Gunsight Pass Reservoir) is as follows: A. Case No. 8 CW283: (1) Decree date: November 20. 1989 (2) Legal description of place of storage: The dam is located in the SW': NE1 of Section 25, Township 2 North, Range 81 West, 6th P.M. The intersection of the dam axis with the right abutment will occur at a point which bears W. 54054j20" E. a distance of 3.716.46 feet from the NW Corner of said Section 25. (3) Source: Muddy Creek and its tributaries (4) Amount: 59,993 acre feet, conditional; of this amount. 32.986 acre feet were made absolute for piscatorial and recreational uses by decree entered in Water Court Case No. 95CW251. (5) Appropriation Date: December 14. 1987 (6) Use: A11 beneficial uses. including but not limited to domestic, municipal, agricultural and recreational uses, which uses satisfy the requirements of the Windy Gap Settlement made with the Municipal Subdistrict of the North Colorado Water Conservancy District; use to meet the water requirements of the inhabitants of the River District for all uses; and use to meet the terms of a lease agreement executed March 3, 1987 between the River District and the City and County of Denver. B. Case No. 95CW281: (1) Decree date: August 26, 1997 (2) Legal description of place of storage: The dam is Located in the SW' of the NE V, of Section 25, Township 2 North. Rance 81 West, of the 6th P.M. The as -built intersection of the darn axis (Sta. D19-35.61) with the West access Road Case No. 99CW300 Applicant: American Soda, L.L.P.. a Colorado Limited Liability Parmership Findings of Fact, Judgment and Decree of Water Court Page 24 • (Sta. WR50-55.05), as shown on the Colorado River Water Conservation District. Wolford Mountain Project, Ritschard Dam construction drawing "Dimensional Dam Layout" sheet 3 of 94, occurs at a point which bears S. 53`24' 56" E. a distance of 3,395.51 feet from the NW Comer of said Section _5; the bearing. of said dam axis from Sta 19-35.61 to Sta. 0-00 being S. 75'28'29" E. (3) (4) (5) Source: Muddy Creek and its tributaries Amount: 6,000 acre feet, conditional Appropriation date: January 16, 1995 (6) Use: all beneficial uses by and for the benefit of the inhabitants of the Colorado River Water Conservation District. including but not limited to domestic, municipal, industrial, irrigation, agricultural. piscatorial and recreational; such uses will include environmental mitigation. including environmental mitigation requirements associated with the Wolford Mountain Project; such uses will be made directly or by substitution. augmentation. or exchange. None of the water stored in the exercise of the right will be delivered directly or by exchange, substitution, or otherwise foc use outside of Colorado Water Division No. 5. C. Case No. 98CW237: Decree date: None; Application filed December 22. 1998 Legal description of place of storage: Same as for 95CW281 Source: Muddy Creek and its tributaries (4) Amount: 30,000 acre feet, conditional with 15,895 acre feet being absolute for recreational and piscatorial and flood control (5) Appropriation date: November 17, 1998 (6) Use: Certain of the beneficial uses previously adjudicated for Wolford Mountain Reservoir in Case No. 87CW283, District Court for Colorado Water Division No. 5 (November 20, 1939 Judgment and Decree), and Case No. 95CW281, District Court for Colorado Water Division No. 5 (August 26. 1997 23. Judgment and Decree). The decretal information about Ruedi Reservoir is as follows: Case No. 99CW=00 Applicant: American Soda, L.L.P., a Colorado Limited Liability Parmership Findings of Fact, Judgment and Decree of water Court Page 25 • A. Source: Frying Pan River. tributary of Colorado River B. Leal description: an on -channel reservoir located in Sections 7, 3. 9, 1 1. and 14 throughi8. Township 3 South. Range 34 West of the 6th P.M. The reservoir is located in portions of Eagle and Pitkin Counties. C. Adjudication Date: June 20, 1958 D. Appropriation Date: July 29, 1957 E. Case No.: C.A. 4613 Court: Garfield County District Court F. Decreed Amount: 102,369 acre feet ( Originally decreed for 140,69 7.3 acre feet; reduced to 102,369 acre feet in W-789-76) G. Decreed Uses: generation of electric energy. domestic. municipai. industrial. irrigation and stock watering H. By decree of the Water Court in Case No. 31CW34. Ruedi Reservoir was decreed a refill right in the amount of 101. 280 acre feet, conditional. In Water Court Case No. 95CW95, 44,509 acre feet was made absolute. 24. Augmentation releases from Wolford Mountain Reservoir will be assessed a 10?' transit loss, and augmentation releases from Ruedi Reservoir will be assessed a 5% transit loss. The Court hereby finds that these transit losses are reasonable and appropriate. 25. Out -of -priority depletions from the wells on Parachute Creek (whether the wells are diverting under the priorities described in paragraphs I.7. through I.9 above, or diverting under the Pumping Pipeline priority, under the decrees in C.A. 4004 and Case Nos. W-3946 and 33CW349) may be augmented by the Parachute Creek drainage augmentation rights (described in paragraphs I.12 and I.13 above) when such augmentation rights are in priority, and, to that extent. this plan for augmentation will prevent injury to senior vested and decreed conditional water rights on Parachute Creek. However, the preceding sentence is not intended to limit or restrict any right Applicant has to: A. Augment the depletions from the wells with the Roaring Fork River drainage rights or releases from Wolford Mountain Reservoir or Ruedi Reservoir when the call originates downstream on the Colorado River and there is not an internal call on Parachute Creek; Case No. 99CW300 Applicant: American Soda. L.L.P.. a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of water Court Page 26 3. Divert water at the ?limping Pipeline facility on :he Colorado R.i er and :ransport and deliver :he water above :he calling runt on Parachute Creek :or purposes Jt' augmenting the subiect wells: or _a,ugrnent :he subject wells •.vith: ieases .iom the Parachute. Crser otr. 36. Applicant will account for its domestic and irrigation diversions at the 4 -ells and Pumping Pipeline. and the associated return :lows to the Colorado River basin i assumed to be 1.1)u of diversions for the domestic component) on a form acceptable to the Division Engineer. This decree is not intended to limit. or restrict the .Applicant -s right to fully consume :lie Parachute Creek drainage rights or Roaring Fork River drainage rights consistent with :he rrionthly depletion analysis set forth in Exhibit 3 hereto y see M.s.. paragraph 6.E. (page -) of the ".V-220 Decreer: nor to limit or restrict the Applicant's right to.11y consume diversions under the Pusiping Pipeline right tdiverting at the subject wells and, or at the point of diversion on the Colorado River% so tone as the out -of -priority depletions are properly accounted for and augmented. _r. Applicant will account for diversions of all the Subject Water Rights and augmentation replacement on a form acceptable to the Division Engineer. 23. Applicata has provided a proposed accounting form that provides information iie!pnil in the ;administration of this Decree. The accounting form is not a part of:his Decree and may be modified with the approval of the Division Engineer. Applicant will provide written nonce :o the Objectors of any change in the accounting form proposed to the Division .Engineer or required by the Division Engineer. 29. The Applicant shall install measuring devices. provide accounting_ and supply: calculations regarding the timing ofdepletions as required by the Division Eng 1eer for :he operation of this plan. The Applicant shall also rile an annual report with the Division E n _::neer 'Dv November 15th of each year summarizing diversions and replacements made under this pian. 30. Paragraph 3.F.( 1 ) (pages 3 7) of the W-2206 Decree is hereby entirely replaced and superceded by the following term and condition: Because the lands historically irrigated by the subject Roaring Fork River drainage rights hat e been taken out of production. said rights will be dedicated to use under the subject water supply and augrrnentation plan each ;Near. No further notice of the intent to use the rights for these purposes is required. 31. Operation of the augmentation plan will prevent injury to senior vested and decreed conditional '.eater rights. Case No, 99CW300 Applicant: American soda. L.L.P., a Colorado Limited Liability Parrnership Findings of Fact. Judgment and Decree of Water Court Page ,' 0 II. CONCLUSIONS OF LAW 1. The foregoing findings of tact are tulle incorporated herein. 2. Notice of the Applications was property given. The Court has jurisdiction over the Applications and over all persons or entities who had standing to appear, even though they did not do so. 3. The Applications are complete, covering ail applicable matters required pursuant to the Water Right Determination and Administration Act of 1969, C.R.S. §:,§ 37-92-101 through -602. 4. Applicant has fulfilled all legal requirements for a decree for the requested changes of the Subject Water Rights and the amendment to the plan for augmentation, including C.R.S. § 37-92-302 and 37-92-305. 5. The changes of the Subject Water Rights described herein will not injuriously affect the owner of or persons entitled to use water under a vested water right or a decreed conditional water right. 6. If operated in accordance with the terms and conditions o f this decree. the amendment CO the plan for augmentation described herein will prevent injur; to senior vested or decreed conditional water rights. The subject Applications are in accordance with Colorado law. Applicant has fulfilled all legal requirements for entry of a decree in this case. III. JUDGMENT AND DECREE 1. The foregoing findings of fact and conclusions of law are incorporated herein. 2. The Court hereby confirms and decrees the changes of the Subject Water Rights, as described more particularly herein. 3. The Court hereby decrees and approves the amendment to the plan for augmentation, as described more particularly herein. 4. The W-2206 Decree remains in full force and effect, except as it is expressly modified and amended herein. 5. In consideration of the specific findings and conclusions made herein, and in conformance with C.R.S. 3 37-92-304(6) (1990). as amended, the change of water rights decreed herein shall be subject to reconsideration by the Water Judge on the question of injury to the vested water rights of others for a period of ten years from the date of entry of this decree. If no petition for reconsideration is tiled within said ten years, retention of jurisdiction for this purpose shall Case No. 99CW300 Applicant: American Soda. L.L.P., a Colorado Limited Liability Partnership Findings of Fact. Judgment and Decree of `.Water Court Page 28 • • • automatically expire. Any party who wants the Court to reconsider the question of injury must tile a verified petition with the Court, setting forth the facts that cause such injury and explaining the claimed injury. The party tiling, the petition shall have the burden of going forward to establish the prima facie facts alleged in the petition. If the Court rinds those facts to be established, the Applicant shall thereupon bear the burden of proof to show (a) that any modification sought by the Applicant will avoid injury to other water rights, or ib) that any modification sought by the petitioner is not required to avoid injury to other water rights. or (c) that any term or condition proposed by Applicant in response to the petition does avoid injury to other water rights. 6. In conformance with Colo. Rev. Stat. §37-92-305(8), the State Engineer shall curtail all out -of -priority diversions, the depletions from which are not so replaced as to prevent injury. 7. Review of determinations made by the Division Engineer or the State Engineer in administration of the change of water rights and amendment to plan for augmentation are "water matters" which the Water Court may review de novo and over which the Water Court has exclusive j urisdiction. It is accordingly ordered that this judgment and decree shall be tiled with the Water Clerk and shall become effective upon such tiling, subject to judicial review pursuant to C.R.S. 337-92- 304, as amended. It is further ordered that a copy of this judgment and decree shall be tiled with the State Engineer and the Division Engineer for Water Division No. 5. Done at the City of Glenwood Springs, Colorado, this -/'day of,,-- • 2200,3. / / Copy of the fpr=gf ina ,mile t_ H Counsel of Record .Jaater Referee, ;•l. , lCjtneer and Siete Eng!neerte / -,11-0� C;erle Warm. aINT. a (1011/& Pat rit.uy �itvw� (/akiet. l„an.y2 `y7 .-.., BY THE COURT: `Thomas W. Ossola, Water Judge -Docs Kim',AJIC.CIien[s'Amen can $WLidQCWJ00\?Ieodings\Final cecree.wpd Case No. 99CW300 Applicant: American Soda. L.L.P., a Colorado Limited Liability Partnership Findings of Fact, Judgment and Decree of Water Court Page 29 EXHIBIT A This Exhibit, the decree in W-2206, is on file with the Court. Wu1LIJA. Y' V/ ,k I cut It 1 EXHIBIT 13 MONTHLY CONSUMpTIVI? USE ANALYSIS FOR CASE NO. W-2206 Water Right ROARING PC)RK Anr - Consumptive Use (acre-feet) _._ ..... .,.,b Dull 1Olal Southard and Cavanaugh Statue Atkinson 3.20 13.23 24.21 31.24 26.10 11.81 109.8 0.00 0.78 2.65 3.98 2.96 0.0(1 l(1.37 4.10 17.20 31.46 40.61 33.92 15.36 1-42.7 1flTArc -,,I ')1' PAI<ACI1U'I'E Parachute, and Vieweg Low Cost Henson Harnett Grantee 1)avcnpurl and West Durk Fast Fork l l.lc CCD l_'I lrley Here TOTALSTOTALS Apr May 15.49 20.88 0.13 .2 262.9 fun Jul Aug Sep Oct 'Total 57.31 98.80 124.62 102.96 53.15 17.16 469.5 77.22 133.12 167.92 138.73 71.61 23.12 632.6 0.46 0.80 1.03 0.88 0.46 0.13 3.9 1.27 6.22 0.42 4.63 8.00 10.33 22.71 39.20 50.63 1.5.1 2.67 3.44 0.-12 0.17 042 45.4 1.54 2.67 3.44 8.85 43.34 2.95 2.95 4.60 22.54 1.53 0.62 1.07 1.38 1.18 1 5 2.67 3.44 2.95 167.6 289.0 366.2 304.8 1.53 0.61 1.53 157.6 1.32 6.46 0.44 0.44 0.18 39.0 191.1 13.0 13.0 5.2 0.44 13 0 49.7 1380.3 TOTAL POI& ALL 1)ITC11LS 52.8 198.8 347.3 4-12.1 367.8 184.7 49.7 1643.2 Notes: Monthly CU based un irrigation season decreed for Roaring Pork (4/15-9/30) and Parachute Creek (4/15-10/31) water rights. in W-2206. Sutton Ditch monthly CU includes a reduction of 11.63 of of CU decreed for augmentation of Coryell Ponds in 90(.' W 156. C W 3W LcldLit a x6 • V ISLIU CU by Pownty • EXHIBIT C Leases The following lands, identified by federal lease number, are subject to preference right sodium leases issued by the United States pursuant to the Mineral Leasing Act, supra. Present Lease C-0118328: Preference Right Sodium Lease No. C-0118328, dated January 30, 1992, and recorded January 30, 1992, as Reception No. 244934 in Book 494 at page 287 in the Office of the Clerk and Recorder, Rio Blanco County, Colorado, covers the following lands: T. 1 S., R. 97 W., 6'h P.M. Section 15: E1/NWi ,Nw%}NWV4, Sw%}Swl/}, AND E SE ; Section 16: All; Section 17: A11; Section 18: Lots 1 to 4, inclusive, El/2 and E? WV; and Section 21: NW%4NEV44, Nwj, AND NEl SW%4, Present Lease C-0118329: Preference Right Sodium Lease No. C-0118329, dated January 30, 1992, and recorded January 30, 1992, as Reception No. 244935 in Book 494 at page 294 in the Office of the Clerk and Recorder, Rio Blanco County, Colorado, covers the following lands: T. 1 S., R. 97 W., 6th P.M. Section 19: Lots 1 to 4, inclusive, E'! and El/ W1/:.; Section 20: All; Section 21: Sl/Sw1/4 AND E 2SE%; Section 22: Lots 1 to 14, inclusive; Section 28: El/NE1 SW'ANEV, AND W%Nw1/4; and Section 29: Nl•. Present Lease No. C-0120057 ec re eren „ht Su iuin following lands: • • • • Section 3: Section 4: Section Section 8: Section 9: T. 2 S., R. 98 W., 6' P.M. Lots 16 to 19, inclusive; Lots 5 to 20, inclusive; Lots 1 to 3, inclusive, S- NE% , SE=!Nwwl!, NE%SW%a, Sl/2SW%, AND SE%; All; and NY2N/, SW%NEl/4, AND S'ANwI. • .amer _�1ri',=32:1:3; ,2;7C 295 33_3; S®CLE A (continued) Cr-nr 2101 500307b -C3 5. the land _aferred to in the C.:atitrent la covering the land in the State of Colorado, County of 3a:_ield described Js _ollowe: ?AACEL A: A tract of land situated in Sections 34 and 35, Township 6 South and Sections 1, 2 and 3, ToWnshi0: 7 South, all in Range 96 West of the Sixth Principal Meridian, ca;rfield County, Colorado, being ^lcre particularly described as fo/iowe: 3eginni:g ac the SE corner o3 Said Section 3; thence N12'54'10" 3 along the East line of said Section 3 a distance of 2671.84 feet to the 31/4 dozner of Said Section 3; thence N88.33'13' W along thea ease -vest centerline of said Section 3 a distance of 2894.96 feet to the center of said Section 37 thence NOT°14'38" 3 along the north -south centerline of said Section 3 a; distance of 2655.78 feet tQ Che N1/4 Coyne- of said Section 3; thence N88°18'461 A along th anorth line of said Section 3 a distance of 1299.33 test to the S2 corner of the A1/2W1/7 of said Section 347 thence NO1028' 57° E along chef: tract line of the 'a1/2W1/2 of said Section 34 a distance of 2775.2: feet to a point on the southerly :ighc -of "way of County Road 4215; thenc_ 442.42 feet along said southerly right-of-way an arc of a curve to the left having a.radius Of 1550.00 !set, an included angle of 16.21'148 and a chord which hears 948.51'23" 4 a distance of 440.92 fMet:; thence S57°02.00' 3 along sa'_;d night -of -way a distance of 72.08 feet; thence 290.07 feet along said:right-of-+ay an arc of a curve to the ;eft having a radius of 1390.58 feet, an included angle of 11'57'06" and a chord which bears S63.40-33" 3 a distance of 390.22 feet to a point on the west line of t;.*TQC,.L parcel 76811 thence N01'46'59" 2 along sadd west line a distance of 339.02 feet =o the northwest corner of said :parcel, also being a point on the east -wast centerline of said !Section 343 chance 538.41'16' 3 along sail east -west centerline of Section 34 a distance of 564.00 feet to the center of Section 34; thence S84°43'59° S continuing• along said east -west centerline of Section 34 a dietanoe of 26331.21 feet to the 21/4 corner of said Section 34; thence S01°39'46" W along the east line of said Section 34 a distance of 1339.40 feet to the S1/16 ;corner common to said Sections 34 and 35; thence 588°26'30" 3 along the north line of the SW1/4SW1/4 of said Section 35 a distance of 132x.74 feet to the NE corner of the S141/4SW1/4 of said Section 397 • thence S01°12-20" W along the east line of the Sil1/45W1/4 of said Section 35 a distance of 1335.0, feet to the SE corner of the Sia1/tSWl/4 of Section 357 thence S88°36'28- 2 along the•south line of said Section 35 a distance of 1333.53 tact co the 21/4 Corner of said Section 35; (Continued) FIRST ,AMERICA$ 7171S ZNSU?'SCS CCIPAMY 1,141,1211111,!!1111111111111111111111111 III 1111111111111 /1999 1209P 91129 P114 N ALSDORF 3 of 7 R 35.00 D 4.02 GARFIE!_D 000N1Y C0 e Nmer122n 3cca; 97: 285 .293; '.lay- 1 -'i1 1U:2J; =CAL DESC3:2' (222.212u2d) Crder No. 500307-C3 thence $87-16'54' continuing along said south line a distance of 1277.76 i2et to the Nit corner! of :he NE./4NE1/4 of said Section 2; thence S07°36':1" W along the!westline of said N21/4N31/4 a distance of 12:4.93 feet to the SW corner cf said NEI/4NE1/1: thence S83640'30" 2 along 'rhe: aouc:n lite of said NE1/4NE:/4 a distance of 1294.06 feet co the 3E corner of said N21/4NE1/4; thence S07-07.32" x along chec.easc line of said Secc.On 2 a distance at 1142.72 feet to the 21/4 Corner of said Section 2; thence S06623'46' W continuing along said east line a distance of 1136.08 feet tc the S1/15 career common to Sections 2 and 2; thence 589645'53" 4r along tie;nczc::erly line of the SE1/4SE1/4 of said Section 2 a di.tance of 245.55 feet to a point on the westerly rig'he-of -vay of County Read. 4235; thence 178.83 feet along saidiright-of-way, an arc of a spiral curve CO the left the chord of which: bears S14"31'37" S a distance of 178.82 feet: thence continuing along said right-of-way 361.81 feet along an arc of aCirCulsr curve co the left ;caving a radius of 1195.92 feet, an included angle of 17°23'036, end a chord which bears 528605.09" E a distance of 360.42 feet to a point on the northerly line of tole U.S. Lab, Inc. property as recorded in Book 898 at Page 699 of the Garfield county Records; thence S83622'41" W along -said no= nerly line a distance of 751.50 feet to the Northwest corner 4t said O.S. Lab. property; thence along the westerly llino:of Siad J.S. Lab, Inc. property the following nine courses: S3366'23• B a distance of 490.65 feet; Chance S13'42'41" W a distanea:of 43.62 feet; thence S25.35'09' W a distance of 85.11 feet; thence 500.36'50" 2 a distance of 58.17 feet; thence S19.56'04' 2 a dietanca:ot 18.36 Feet; thence 540.54.54• S a distance:of 42.77 2:etr thence S79612'42' S a distanc9:of 49.63 feet; thence N80637'42' 2 a distance:o: 33.42 fast; thence S23'34'026 E a distarce:of 192.11 feet to a point on the south line of said Section 2; thence N88.20.13• R along said south line a distance of 2116.66 feet to: the 21/16 corner between Sections 1 and 2; thence N88.20'16" W along said south line a distance of 1336.03 feet Co:the S1/4 corner of said Section 2; thence 585'30'58' W cont nuing: along said south line a distance o- 2556.13 feet to the SW corner of Said Section 2, the point of beginning. SXCSp': the richt-of-way for County Road *215 as recorded in Bock 657 (Continued) FIRST AMSRIC.'N =LS INSCR.ANCB CC 4?A.1rl 1111111111111111111111111111111111111111111111111111111 !45332 /12l19S9 12:a9P 91329 ?11� fl ALSOORF 8 of 7 R 36.00 D 0.00 GFOtf IEiD couwrr c0 _ yC oro American Sada; 970 285 3393; Play -11-01 10:23; =GAL DESCZIPIZCH (continued) Order No. 500307-C3 at Page 419. Book 658 at ?age:762, Book 702 at Pages 411 through 435 and Book 714 at Pages 01 :hrougt7 13 of the Garfield County records. • FIRST AMERICAN TITLE IDTSVRANCE CCMPASY 111111111111111111111111 1111 [1111111111111111111111111 545332 86/12/1898 12:aSP 91123 P115 M ALSDORF 7 of 7 R 36.00 D e.e0 GARFIELD COUNTY CO • raye 4,3 • AND a tract of lana located in Township 1 South. Range 97 `•Wst, Rio 3lan+co County, Colorado: I) Section 30; 2) ,NN''/ of Section 29; 3) NW' of the SW'fd of Section 21; 4) Section ": 5) Section 3; 6) Section 9; 7) SW1/4; NW'/4 of the NV'/; St/r of the NW'; all in Section 10. firs+•tercl U("FY � • ROC( 116 2;63 • '«t nt.... JI 0,c:ln^.'.c.....1'.......... ld. JUL 11; 191a.....,.. IRL tlic,n ttra.... :s� t s � E1in it,epiten3 ltrrrorctr.t• IN-i-1IEE DVS 1 It1CT coma IN AND FOR WA -I 11i DIVISION NO. ."s STATE of CO1..URAUO Case No. tV--7.2O6 II1 r I II- MATTER U1= TI1E APPLICATION 1"OIt WATER RIGHTS 1)F UNION C)IL COMPANY OF CALIFORNIA IN GARFIELD COUNTY AMENDED FINDINGS OF FACT, CONCLUSIONS or LAW, ANI) i)ECi11=F APPROVING ELAN FOR AUGMENTATION INCLUDING F XCI1ANt;L .f HIS MATTER, having come Ion for heat inti ori May 21, 1975, upon the atliltlicaitictri of Union Oil (.[1rn1Ir"rriy of California for aitliroval of its proposed plain for augmentation, Including exchange, which was filed herein on January 31, 191x1, and the Court having carefully corrsicicrecl the lilnndlngs, the files Iier-cin, and the evidence lir-cisentcd, FINDS: 1. Timely and aielcriva►te notic:e of this proceeding 1ias been given in the manner required by law, and the Vilailer Judge sitting in this Court has jurisdic- tion over the subject matter of these uroc:eetlings arici aver- all parties affected thereby, witether they have atilalmarecf or not. 7. Statements of opposition to the acitplicntinti herein were filed an behalf or the I3onrcl of Waiter Commissioners of the City and County of Denver, Mr. Brad Mende irks, aind Mr. Norman T. Sirnillion and Dorothy 13. Sirttillion, The state- rtietits of opposition filed on behalf of Mr. l.iraicl 1Iericlrictcs, and Mr. Norman T. `; irrri i l ic,rt raid 1)0101.11y B. 5iriti Ili ti have heed vi tlir.lraawn . In addition, appearances have been cider -cif on behalf of the Garfield County 13oairtl of County Commissioners, Atlantic Richfield Company, and Mr. Albert T. Herring and Marie A. !lei -ring. 3. Applicant is the owner- of the following decreed waiter rights: EXHIBIT A • A. (i. ) (2) lillt,t. f'_t f +11x1 i) 1'wi, t iti. rot:k 1)r'at I ti.rl•cs 1.1- c. f,rc. out of Priority Iio. 1.06 decreed to the Southard and Cavanaugh Ditch, Water District No. :18 of the Stale of Colorado, for c.f.:;. as or Maich 73, 1885, out of the Crystal River (fctl tnc't l y known as Rock Creek), , for the .i rr ii;,11: i -0r1 of lands, with 1reatdl;:tt r located on the west hank of said river, about : one-lr.r 1 f at mile above the month thereof. 1):rlr• tt r decree: ll;fy -1.1, 111119, .l in the District court of (,nrtiel.d County, Colorado, Case No. 132. 0.88 e•. f .s. out of Priority tits. 1/0, decreed lo 1--1tr- Southard and Cavanaugh Ditch, Fits! Enlargement, gement , Welt fir District No. 38 w- the Stale of: Colorado, for 1.2 c. C.s. as of April 4, 113117, out . of the Crystal River (formerly known as Rock Creek) , for l.lte irrigation of lands, with hendgn tt1 located on the west: bank of said river, about one-half a mite above the month thereof. Late of decree: May it, 1889, in the District Court ttf. Garfield County, Colorado, Cease Ho. 132. (3) 0.733 c. f. n. out of Priority No. 206, decreed to the Southard and Cavanaugh Ditch, (conn 1;n 1.nri;errrt'n1:, Water District No. 38 or the State or Colorado, for 1.0 e. f. e;. as or 11pri1 .1 , 1889, out of the Crystal River (l orrrrer- I y known as Rock Creek) , for i r1'.ii 1,ar I. tern purposes, with reatlgn1:e .located on the westbank bf said river, about one --half a rni_l-e alcove the mouth thereof. Date of decree! February 9, 1.897, in the District Court. ttC Garfield C:otrnLy, Colorado, Case No. 409. (4) 2.714 c. f. s. out of Prim -0.y No. 298, decreed to the Southard and Cavanaugh 1)1.tch, Third Enlargement, Water- District No. 38 of the State or Colorado, for. 3.7 c.f.s. as of April it 15, 1890, out of the Crystal River (f ortnr r1 y known as Rock Cr:+eek) , for irrigation purposes, with 11r_adgate located on the west: bank of said river, at ar point: about one-half a mile above the mouth thereof. IJILP of decree; August 7.5, 1936, in the District Court of Garfield County, Colorado, Case No. 3082. 1.96 c. f. s. out of I'riori.ty No. 117 decreed to t:hc Weaver ;lard 1.eotlhardy Ditch, Water District No. 311 of the state of Colorado, for 4.8 c. f.;s. ns of April 20, 1885, out of the Crystal River (formerly known as Rock Creek), for the irrigation of lauds, with lreadgnte located on the east batik of ;said river about two and one-half miles ! U'.;'• rATA 265 111)0Ve t he moult11 ther-f. On March 20, 1923 the pointy of diversion s,f said 1.96 c.f.n. was changed by t 1ro 1r 1 .; 1 1 1,ct Court of Garfield County, Colorado, to the lu'stdgnte or the Rockford l)1.t:c1r in Case No. 2316. On October 11, 1966, 1n the District (;curt of Garfield County, Colorado, 111 Cas iltr. 5967, said 1.96 c.f.s. was transferred c'r:recl to the 1re;tilgate or the Southard and Cavanaugh Ditch, which i:. 10c:nted on the west bank of t_hr} Crystal River. about ono mite ;drove the mouth thereof, mut further described as at; ;i point flroitt. 1. f 5 reel: north o.0 prick Creek Bridge and being South 4l"56' East 901 rc,cet. from 1.lre Section Corner common to Sections 211, 29, :12 and :1:3, Township 7 South, Range 88 Wesi: of the 6th P.M., and netr t:1re center or the NW',:111J';; of said Section :13 according to the old survey. The ori.gi.na.l. decree for the Weaver nod 1.eotrliardy 1)1.t:ch was entered May l.3_, 1.869, in the District Court of Garfield County, Colorado, Case No. 132. (tri) 3.04 e. •C. s. out of Priority Mo. 399, decreed to the Rockford Ditch, First Enlargement, Water. District Nu. all of the .State of Colorado, for: 28.04 c. f.s. as of June 4, I91.'i, out of the Crystal River for the i r ri l,;it: i.on of lands, , with lre.t•zi;;i1..e located at_ ;r point crrr an inlet from the vast bank of the Crystal River, whence the Suer s lre;r q t corner. of Section 10, Townshi.1, 8 `not.h, Mange 88 Lle t- of the 6t1► P.M., h .irr; South 56'53'27" Fast a distance cif 1 , 142 feet. Under! decree of the District Court: of Garfield County, Colorado, entered October. 11., 1966, in Case No. 5967, the point of diversion of said 3.04 c.1:.s, was transferred to the he;cil;aLe of the Southard and Cavaiinirl;h 1)1Lclr, which is located on the west lrrrnk of the Crystal River about one n►i.l.e above the mouth thereof, and further descri_bed as at: a po.i.rrtn1*n iL 1.15 lees.:.ncrr-t_lr or Ruck Creek Bridge and being South 41"54' last 901 Cert from the Serf 1.crn Corner common to Sections 28, 29, :17 and 33, Township 7 South, Range 80 West: o1 the 6th P.M. and ncnr the center: of the Nt!'r.NW';; of said Section 33 according to the old survey. The original decree rot. the Rr.,ekfor d Ditch was entered Aiij,ir'i L 25, 1936, in the District Court oC Garfield County, Case No. 3082. 0.7 c. f. s. out of Priority No. 136 decreed to the Kaiser and Sievers Ditch, Water District No. 38 of the State o f Colorado, for 4.0 r_.f.s. ns or Noveniher 2, 1885, out of the Crystal. River (formerly known ns Rock Creek) , for the irrigation of labels, with headl;at:e located on the west hank or said river, about: one and one- fourth miles from the rrroirl:lr, in Section 33, 'Township 7 `;rrirth, Range 88 West:, 6UiP.1.1. Decree dale: May 11, 1.8119, 1r► the District Court: of Garfield Courtly, Colorado, Case No. 132. (7) (8) 0.63 c . C . rr . nut or Priority No. 166 decreed to the 1{;t 1 .'1t'r and S i everf1 111 t c:tl, ri.r:;t: i fllaar"F,r,t,tettt , Water 1)1'st.r let: No., :Iii of the Stale crf Colorado, for 3.6 e. f.. s. Jl't of October 17, 18110, out or the Cry°:tal 1ttve'r (f.cirrnrr1y known amt hock Crook), f11L (.1a" i r r f g.;at-irni or lands,with lto;tci- g;;1 t e l rrr•:at oc1 on the lir!.( bank sr 1- said river, :tiroout true and cs11s - 1:rrttt:L11 miles From t'he mon t h, i 1r Sect Inn 33, Tcrt;lrm1a i lr 7 South, range 88 West N lr 1",tl. 1)akc of Decree: Hay 11, 113839, in the District Court of (;cn:l. iel.d (,ntlaat:y, C:o l rrr;acicr, Case IIU. 132. (`>) 0.3 5 t.:. r. {:. out of Priority I'Io. 2.1.7AA decreed to the Kaiser ;11ac1 S levy"r ; 1)l.t:clr (.,groan Enlargement rstic1 Extension), Water District- No. 38 of the State o[ Colorado, for 2.0 c.f_.s. :i; of f►1,r11. 1.5, 1902,.out or i.1i Crystal River: (formerly known a:. Rock Creek) , for the irrigation or lands, with 1 care gate located on the west: batik o F said river, about one and one-fourth miles from Lite wouLh, i.n Section 33, Township -I' South, Range 88 Ues 1, 6L11 P.M.- Date of Decree: August 26, 1910, in the I)1st.ric1 Court of Cal:fie.Ld County, Colorado, Case No. 1432. (10) 1.0 c . f . , . out of Priority Not. 53, de- creed to the Staters Ditch, Writer 1)isLr:Lct No. 38 of the State of Colorado, for '.L.0 c. r. c. ;t,, or February 1'), 18833, out of: Cattle Creek, Col: t:1st• i r r- i l;;a t_ i,on of lands, with 1re;a(1g;.1 t r: located on the north bank of Cattle Creek, a1+out. two miles from the month, in Section 16, Township 7 South, 1(arlc= Sl, West, 0Li1 i'.lt Date. of £ecree: May 111, 1889, in the District Conrt of Garfield County, Colorado, Case No. 132. (1l) 1.0 c. r.s. out: of Priority No. 79, de- creed to the Stat:ort Ditch, First Enlarge- ment, Water District No. 38 or the State of Colorado, For 1.0 C:. f . s . as of March 1, 1884, out of. Cattle Creek, for the irri- gation of lands, with hemclgate located on the north bank of Cattle Creek, stmt two miles from the month, in Section 16, Township 7 South, Range 88 Went, 6th P.m., Date or Decree: May 11, 1839. i r1 tic: District. Court t of Garfield County, Colorado, Case No. 1.32. (12) 2.98 c. f.s. out: of Priority No. 299 cde— crecd to the S1at.nit Ditch, Third Enlarge- ment, Water- District No. 38 of the State of Colorado, for 7.98 c. f,s, as of April 15, 1890, out of Cattle Greek, for the irri- gation of lands, with headgate located on the north bank of said creek, at a point bout Lwo 11111Cs from the ,month, in Section 16, Township 7 South, ltanre 88 West of t_11(! 6L11 P.M. Decree date: Atrr,ust 25 1936, in the District Court of Garfield County, Colorado, Case No. 3062. • r: bliea, 176 r g,l :'67 (13) 8.234 c . f .:N . , evidenced by ownership of 386 shares iii the Glenwood irrigation Company, out of Priority (Ica. 71311118A decreed Lo the G1 e'nwootl Ditch, Water: District No. 311 of the :hate or Colorado, for 30 r.. f.s. out of t_lit' Roaring Fork River ;incl 2.0 c. f. .. out: of the spring and othn r- waters flowing in Cattle Creels, its or November 18, 1900, for: irrigation and domestic purposes. The 1ir'adg;;it:r` of s;i i d ditch i s; located oii the northeast bank or the Roaring Fork River at .r point about1(1(1 feet alcove the ltc';tclg,at:e of the Sharp i)i.t:ch, wliiclr is located at: ;t point whence the norI It cgtra1. t er corner of Section 28, Township / South, Range tib West:, 6th P.M., bears North 7"28 East 2,159 1eet'. Decree date: December 5, 1900, in the District Court of C.;ir-t:ield County, Colorado, ado, C;l:;e No. .1338. (14) 4.632 c. f. - , evidenced by ownership of 306 shares s i.n the Glenwood Irrigation Company, out: of Priority 339 decreed torthe (;ieriwoocl Ditch, First Enlargement, ernent, Water District No. 38 of the State of • Colorado, for 18 c. f,R;- out: of: t:he Roaring Fork 1ti.ver, :is or November 18, 1901, for irrigation purposes. The lte;rdg,aLe of: said ditch is Located on the northeast frank of the Roaring Fork River at n point ri1,c)Lrt: 1 00 .feet: above the headg,nt:e of the Sharp Ditch, which is located at a point t•wheirc:e the norl:h cluar'Irzr: corner of Section 71, Township 7 South, Range 80 West: of they 6th P.M., benrs north 7"2137 Enst 2,159 feat. Date of decree: August 2.5, 1€936, in the District Court or Garfield County, Colorado, Case No. 3082. (15) 4.2 c.f.:. out: of Priority No. 105A de- creed to the Atkinson Canal., Water District_ No. 383 of the State. of Colorado, for. 4.2 c. f.s- out of the Roaring Fork River as of December 20, 1884, for irrigation purposes, with the herrclg,ate located on the :youth bank of said river- at: a point about r1rr_ ne rnil.e;r o tluo City or Glenwood Springs, and ;shout cre-fourth of a mite above the point: where the Cardiff Bridge crosses said river. Date of decree: March 18, 1904, corrected by decree dated March 18, 1909, in the i)1_s tr. i.ct Court of Garfield County, Colorado, Case No. 1056. (16) 1.0 c. f.s. out of Priority No. 107A de- creed to the Atkinson Canal. Enlargement, Water District No. 30 of the Slate of Colorado, for 1.0 e. f. s . out: of the Roaring Fork River as of March 21, 1885, for irrigation gatlzpo ses, with the headg.tte located on the south bank of said river at a point about three miles south of the City of (1.enwond Springs, and about one --fourth of a mile alcove the point 1'�411'r fi f C r where the Cardt.Ct: Bridge crosses said river. r. 1)aat r* of decree: February 15, 1907, in the District cit: Court oC Garfield County, Case ;to. 1225. (17) 7.0 c.. r.st. out of Priority No. 228 de- creed to the Atkinson Canatl. Second (S•Julf ohn) Enl,frl;4st1Iett4., Water District No. 38 of the State of Colorado, for 7.0 c.c.s. out: of the Roaring Fork River ;u; of April 17, 190D, for i-rri.g,artion purposes, with the 1rnn'-1r 't.c• located on Lho south frank of sntd river ;it ar point: :i11C)tIt three miles south of t-lrr' City of Glenwood Springs, , and about. frac'--I:r}trrt.h rrrl.l.e above the point where t:lrr Cardiff lir-.iclg;r.� crosses said river. Dart o of cgr.r.:rce: October- 30, 1909, in the District Court or Garfield County, Colorado, Case Mo. 1.388. (18) 14.0 c. f. sr. out: of Priority No. 594 de- creed to the Atkinson. Cana!, Fourth Enlarge- ment, e- mertt:, Wat Cir District 110. 38 o1" the State oC Colorado, for: 12.0 c.l:.s;. out of the Roaring; Fork River as of March 19, 1950, for: irrigation purposes, with the he=ad-- gnt:e located on the south parol of said - river at a paint about three miles soui l of the City o t_ Glenwood enwood ►pr .i_ng;s;, and about one-quarter of n rni_ l.e above the poi_ut: where the Cardiff Bridge crosses said river. ver. 1)at_e or decree: Octol'er. 24, 1.952, in t:1re District Court of Garfield (.oust y, Colorado, Case No. I+033. B. Parachute Creek 1)r-nirrarnc+ (1) 4.32 c_. t". s.. decreed to St:nr'l ey Gulch }).itch, Water District No. 39 of the State of C;cil_of8Clrr, originally nal.ly arppropriat:ed August 1, 1901, out of Parachute Creek for the irrigation of lands and watering of livestock, wi.t:h headglte located at at point on the south bank of Starkey Gulch whence the northwest corner: of Section 33, Township 6 South, Range 96 West of the 6th P.M.. r nrrfr'Tetrthtt60°27' East a distance of 1. g of Referee confirmed and approved, and made a Judgment: and Decree au July 26, 19/1, in the District Court of t;8rf i.t*lcl County, Colorado, Carse Ito. W-21413. 2) 0.30 c. f . s. out of Priority No. 9 decreed to Daisy Ditch, Water DLsLdct no. 39 of the St:.iLe of Col,ornclo, for 6.4 c.f.s., for .Lite irrigation of lands,as of May 17, 1883, with hoadgate located on the east bank of Parachute Creek, ;i1mtrtone arncl one -hats miles above the month. On April 23, 1910, in Case 1'103. 1413 oC the Dista:tet Court of Garfield County, Colorado, the point of diversion was moved approximately two and ono -half miles up Parachute Creek to the heaclgatLe of the Parachute bitch on the west bank thereof for use through the VLeweg Ditch. The headgate of Parachute ( t'r lllll:t. f'U FA1,E =6J 1).1.t:c:1% .1:t 1(H;tt:od 011 the west lank of Parachute Crook, allout three and '':macs- Marr: t,er 1111.1ea from the mouth thereof. The 'bate of tiro cltrc'rec' for the Daisy 1)itclt is May 11, l.titt'R, In Lhe District Cottri of: Cof 1 r• l cl County, Colorado, Case Ho. 103. (3) i..(() c.f.s,. out or 1'ri.ur:i.t:y 14n. 152A decreed to the Vi otelej; Ditch, Water District 39 of the Stale or Colorado, for 1.60 c. f:.s:. as or t1:ry .1 , 1119;1, out of 1'nt:aehnte Creek, for the ir:r: i.;yiL ott or lands. Dail, of decree: November 9, 11191, in the District Court of Garfield County, Case No. 745. 01.45 c.f.s;. out of 11rior1t_y 11o. 206 de- creed lo t. he 7.e'inuc Ditch, Water District 39 of the :State or Colorado, for 0.45 c-. f.s. as of May 1, 1972, out or the East: Fork of Parachute Creek, for: irrigation. purposes , with headg.rt:e located on Lhe soul:lt batik or said crook whnnc_e the quarter corner common i:o Sections 79) and 30, Township 5 South, Range 95 West 01 the 60 P.M., bears North 43'15' East 2,1.(10 feet:. The point_ of diversion fnr said 0.45 c. f . s:. was changed by clrscree of the Di.str.Lct Cottr:l: rrt Carf i.r'-lcl County on July 15, 1968, in C;u;e tto . 6316, t:o the lte.rrlf,ate or the P.L.R. Ditch which was designated .t8 17o i 1"1; 10;'8t:ecl ;,i1 !he north Hank of: t hr East ) i k of Parachute Creek at: a point whence the quartet ccorner. common lo Sections 29 and 10,, Toc;ttr,lti_n 5 South, 1ta1t(;e 95 lle st or 1.11 t' 60 P.M., 1u';ir-s Port 811"15' West- 2,120 feel:, but: which by act.ttal. survey is located on said reek at a point whence the north- west corner or ;Section 30, Township 5 South, Range 95 West of the 6th P.M. Heart North 69"56" West a distance of 7,€314 feet:. Date of decree: January ta, 1937, in the District Court of Garfield County, Case Ho. 3124. 1 .05 c. f.s. out of I'ri_nri.i y No. 207E decreed to the i'.r:'ittto 1)1 Lclt, First Enlargement:, Water 1)i- stti.Ct 39 of the State of Colorado, for. 1.05 e.f.ss. an of March 1., 1.926, out of the East Fork of 1`ar ;tc:ltttte Creek for irrigation purposes, with lto.tcl;,ate located on the south bank of said creek at s point whence the quarter corner common to Sections 29 and 30, Township 5 South, Range 95 West: of the 6t:11 P.M., bears North 43"'15' East 2,160 feet:. The point: of cli.vcrsi.on of said 1.01 c.'r.s. was changed by decree of the District Court of Garfield f'lims'y on July 15, 19613, in Case No. 6316,to the 1to;ulgaLe of the P.1.. k. Ditch which was designated as being located on the north flank or Lhe East Fork or Parachute Creek at: a point whence the goalie/ ('orttor common to Sections 7.9 and 10, Towns;hill 5 South, Range 95 lest of the 6th P.11. , bears North 138'1'15' Wert: 2,1_20 feet, but which (6). (7). a'�70 }ltll r 1 7'-1 �'JP�. by actual rioi-.r'y is Locat-ed :ant_cl creek fa. rt point whence the ticlri.li[•n' s 1: corner of Section 3t1, Township 5 Sown, Range 95 Wrest: or the t,1_lt 1'.11., bears 1-ltirt.li 69'56' Wvnt- a distance of 7,814 feet:.. Dale of decree: January fi , 1937, in the District Court_ o1 Garfield County, Case No. 3121i. 0.38 c.IT.r;. out of Priority No. 202 de- rived to the l%res,;ie Ditch, Water District No. :39 of. the State of Colorado, for 0.38 c.. f.s;, its tii. Nay 1, 1913, out of t.lie. East Fork o1_ 1':ii ;ic•1rril c Cr.'pek, Cor i.rtri.gati011 purposes, with 1c'rt(1gnt:e located on the north hianit or said creek at si. 1r (r.i.itt talteit{ice the ctuart:e.ir section corner common lo Secticirle; 29 and 3(1, Township 5 Sotttii, R;aii'e 95 We:;1: of dice 60 1.'.N., hears Uoi. Lk 400' East a distance of 1 , 1.')0 feet. 'lite point of diversion of said 0.38 c. f.s. was chari$;ed by decree of the District Court. of. Garfield County oit Jtily 15, 1968, in C;lse no. 6316, to the hc:idg:i Ln of thn P.L.R. t)ir_clt which was designated as being located on the north bank of the East: Fork or Parachute Creek at a point whence the quarter corner common 1:0 Sections 29 and 30, Township 5 South, Raiige 95 Wiest of site 6L11 bears North 88'15' Wert: 2,170 feet:, but which by actual ;survey is located on said creek at a point whence the northwest cooter of Section 10, Township 5 :south, Range 95 Vest or the 6th P.M, beams North 69"56' West a distance of 7,814 feet , Date of decree: January 44, 1937, in the District Court of Garfield County, Case No. 3.1.24. _t ❑.8T e f.s. out of priority Nu. 207F decreed to the iirssie Ditch, First. t. i:nl_arge- tnrnt, Water District Mo. 39 of. the State or Colorado, for 0.11/ ci.1.R;. a. of March 1, 1976, out: of the East: Fork of. Parachute Creek, for 1rr.i.ga1.ion purposes, with head - gate located on the north bank of said creek at a point whence !he rltt:irt(er corner coininon to Sections 29 ;ind 30, Township sh_i_p 5 South, Range 9We.;t: of I:lire ii1 to P.M., hears north 4'0' East t,110 feet. The point of diversion of s;iid 0.131 c. f.s. was changed liy decree of the District Court of Garfield County on July 1.5, 1.968, in Case No. 63 L6, to the lendgate of the P.L.H. Pilch, which w;i.; designated as being Located on the irorth bank of lite F. i' 1L Fork cit" P;ar achtrt:n Creek ;it: n point.: whence the gnat: ter- cor ani. common to Sections 2.9 and 30, Township 5 Smith, Range 95 West or t:he fit:l; P.M., herirn North 18R"15' West 7,1.201 feet, but which by actual survey is located on 7ciid creek at a point: whence the northwest corner of Sect_ioit 30, Township 5 South, Range 95 West of the 6th 1'.1.1., bears North 69'56' West, a distance of 7,8L/i feet. Date of decree: January 4, 1937, in the District Court of Garfield County, Case No. 3124. 8- () litlur,4 7G Dr), 37.1 1.011 c. f. rt . out: of Prl.orLty ilo. 204 decreed to the 1' .1..11. Ditch, Water I)i'rt:rict: tl o . :39 of the :;(alt, or Colorado, for 1- . 0fl C . 1 . sr . as of Hoy y 1 , 1914, out of L.1re East Fork or I'.rraclilut:e Creek f.Qr irri- gation 1.r1:L-- gation purposes, , tai111 herr(11;;It e located on. the north hank of said creek at ;s point whence the quarter corner common to ::ect:i errr:; 29 and :10, Township 5 South, Range Ti Wust or t-lre Cif:lr P.M., bears Worth itLi".1'i" West 2,120 rect. Date of: decree: January 11, 1.9.37; in the District Court of (;j-ii:[i-e.ld County; Case No. 3121. 2..47 c-. f. s; , nut. of Priority Ni.r2071) decreed ro L1rr P.L.R. Ditch, First 1?lrl.rrg,e.-- elrent,, Water- t)i.s;tricl° No. 39 of the Shate of Colorado, for 2.42 e,f.ss`. as of March 1_, 1926, asst.` or the East fork of Parachute Creek for irrigation pur-pos;es , wi_Llr head - gate ]nCa1'r'rl (111 L11r north bank or said creek at rt: .t point_ whence the quarter cornet common to Seel ions 29 ;uid 30, Township 5 South, Range 95 West: of the 6Lli P.M., ° bears north 8B"15' West 2,120 feet. Date of decree: January fr, 1937,.in the District Court or Garfield County, Carse No . 3126. (10) 0.44 c.f:.s. out of Priority No. 7.791313 decreed to t:he East Fork Ditch, Water: District: No. 39 of; the ::hate of Colorado, for 01.114 c:. f. s:. ns; of August 1., 1912,. , out of the East Fork of Parachute Creek, for irrigation purposes, with beadgat:e i.oc:steel on the north bank of said creek, at: it point in the S1:',;;i14-',; Section 30, Township 'i South., Range 95 West:, 6th P.M. Date of decree: March 27, 1920, i_n the District Court oil rf.i.(-Ad County, Case No . 201.1.. (11) 3.42 e. f.r;. oieL of Priority No. 207G decreed to the East: fork Ditch, First Eit]_at1 einent:, Water District No. 39 of . the State cr11 Colorado, as; of March 1, 1926, out of the East Fork of Parachute Creek for 1.47 c. f.s., for irrigation purposes, with lend},ate located on the south bank of said creek at a point whence i. iifs south quarter corner, Section 30, '1'owlis:lri p 5 5out.lr, Range 9'i Vest oE the 6th f' .11. , bears South 86"35' East 1,7.1:35 feel:. Date of decree January 4, 1937, in the District Court of Garfield County, Case no.. 31.24. (1.2) 2.0 c.51. s. out:. of Priority No. 143C decreed t:o the Davenport 1)it.ch, Water District NO. 39 crf_ thy State of Colorado, as of ifay 1, 1889, out: of Parachute Creel. For 2.0 e.f.s., for irrigation purposes, with lte51(1gi1te designated as; being on the west bank of s;:l i_d creek at a point: whence L1re west_ quarter corner, ;iect.i.on 30, Township 5 South, Range 95 West of the 6th 1'.11. , bears; north 8/x45' East 650 feet=, but which by act.lral_ survey i?; located on the west bink of the Micicll.e Fork of Parachute Creek, whence the northwest corner. of `pec•t:1011 30, Township 5 South, li itrf;e 95 West of the 61.h l' .11., lrn;ir-s; North9"55' West a distance or 8./1. feet. Date 01 Decree: June 16, 113911, .Ln the DLs;trl,et Court of Garfield County, Case No. 723. • Ilill:r, � _r I \',L .)1 '. 5.69 .' . f . sr , out c,f. Priority 2070 decreed to the Davenport 1)i.l.r•lt, First Enlargement, Water 1)I:;t.0 iel: No. 39 or the State of Colorado, as; of March .i., 1926 out of the Middle For -l: of Parachute Creek for: 5.69 c.f.s. for Irrigation prrrpos es , with headgate de- signated ;ts; being on the west hank of Parachute Creek at n point whence the West quarter c:rrt'cier, Section 30, '1'cowns:itil; 5 South, Rano West. of the 6th P.M. bears North 8!"(i`,' East 650 feet, but which by . actualsurvey is located on the west bank of the Middle Fork of Parachute Creek, • whence the Northwest: corner of Section 30, Township 5 South, Itnnf;r: 95 West of the 6th P.1d., hears North 9'55' West:. a distance of 871 feel. . 1)c%c:ree elated January 4, 1937, .n the District i.r~t Court of Garfield County, Case No. 31.24. (1.4i) 0.25 c..f. s;. out of Priority No. 205 decreed to the Charley Dere Ditch, WnI:ear District No. 39 of the State of Coloradans of Qcto-- ber.: 1, 191.4, out of the Middle fork of Parachute Creek for 0.25 c. f. s. .for: i r..iga-- lion purposes, with he:tdi,nt:r! being located on i lre west [rank Of said creek at. a Point_ train which the West: quarter cor-nei: of Lol: 9, Section 1.8, Township 5 South, Range 95 West of the 6th P.M., bears South 60'00)' West 559 fret:. Date of decree: January f , 1937, in the District Court of Garfield County, Case Mo. 3124. (1.5) 0.58 c. f . s; . rrtrt: of Priority No. 70/A decreer[ to the (Harley 1Inry Ditch, First Enlargement, [later District tlo. 39 of the State of Colorado, as oV March 1, 1926, out of the Middle .Fork of Parachute Creek for 0.58 c..f.. s.. for irri- gation purposes, wi.tlt the ireadgnt•e being lo- cated on the tees[: hank oC said creek at a point from which the west quarter corner: of Lot 9, Section 18, Township 5 South, Range 95 West of the 6th P.M., bears South 60%0' West 559 feet. Date of decree: ,January 4, 1.937, in the District Court of Garfield County, Case = No. 3124. 0.76 c. f. s. out: cif Priority Ido. 203 decreed to t:lre C.C.D. Ditch, Water District No. 39 of the State of Colorado, as of April 1, 19 Lx, out of the Middle Fork of Parachute Creek .for 0.76 c. l . s.., for irrigation purposes, with the heads;;it:e 11011ng located on the northwest bank of said creek at a point whence the witness quarter corner commons to Sections 1.3 and 19, Township 5 ,south, Range 95 West of the 6th P.M., hears south 52'54' East 2).0 feet. Date of decree: January fir, 193/, in the District Court of Garfield County, Case Mo. 3124. .176 ci 373 (17) 1.77 c4. f.s. ottt: oC Priority 11o. 20111 decreed to the C.C.D. Ditch, First Enlargement, Water Di st rf.cl' 11o. 19 or the State or Colorado, as of ll:►rc'la 1, 1926, out: of the Middle Fork of Parachute Creek for 1.7/ c. f.., ., Inr irriga- tion .r:r:ig - t:lorr 11ttr1'tir;ty ; , w1.t:lr the lreadg;at:e being; located on the northwest flank of said creek at a point whence the witness quart'er corner common to Sr'e t i c+ar,; 13 :..and 1 9 , Township `i South, , 1tr►nge 95 Wce:;t. of the 6th P.M., bear:; South 52054 East 1.1(1 fret. Date of decree: .Jnuaaar.y 4, 1937, in the District Court of Garfield (bunt)+, Case 1.1o. :3124. (18) 1.:10 c.f".c;. cn11 or Priority No.. 163A decreed to t:lac' Wcst Fork lai t c11, Water Di t_ri.et 1°1o. 39 of the State o1 (:ol.oradn, as of: 1 -lay 113, 1903, out: of the West. Fork of Parachute (:reek For 1..30 c. f".sfor irrigation pur- poses, with the itc_';wdg;a t_e located on the north bank o1 said creek at a point: whence 'tire point of cliff lrci.tr-, North 53" East 1661() feet, and n point. oI' cliff bears South 14" Ens 1: 2(190 feet. Date of decree: March 27, 1920, in the District Court of Garfield County, Car;c Mo. 2011.. (19) 0.12 c. f. . out of Priority I'lo. 177AA decreed to the Spring Ditch, Water District 39 of tlrc State. of Co1oi:.1do, t~►r; or November 1, 1909, out of springs For 0.12 c. C.s., for 'i.rrtgntJLon pi.ii por..es , w•7i_t 11 the he;arl ;a1'.e 11e.ing, located at: ;r sluing in thhe'. 11l0; or Section 25, Township 5 South, Range 96 Wert:, 6Llr P.H., about 50 feet f rtli;t I. lir r.aril;r.' line_ between Ranges 95 and 96, From which spring;, and other springs in the .immediate vicinity f:lu•reo f, derives its vt 1'P1y or water, whence the East quarter corner: of Section 2.5, 'i'ownslri_ir 5 South, Range% West:, frith P.M., hears South 1645' East 16l6 feet Date of decree: March 2/, 192.0, in the Dis- trict (:cart oC Garfield County, Case No. 2011, (70) ().8() c. f.s. out: of iPriority no. 1.26A decreed t:o the Parachute 11Li',h i lite Ditch, Water Dis- trict 1`1n. 39 or the State of: Colorado, for 0.f10 r•.. f _ c; _ as or ttn r -d11 3, 1888. ou L of the East Fork of Parachute Creek, for the it L i - g a I i_on or lands, wit.11 ltectdg;:t t:e located on 11u east bank or said creek, at a point ;Mont. 100 feet north of the junction or the East and Middle Forks o1_ said Parachute Creek and near the Northeast corner ofSec- tion 36, Township 5 South, Range 96 West, 6th f' .11. The point or diversion for rat d 0.80 c. f.s. was changed by decree of the Di;1.rict Cour:t. of: Garfield County, Colorado on :hay 15, 1968, in Case No. 6316, to Ole Iah,arl ;sate of the East Fork Ditch which was designated an being located oii the south hank or the Fast: Fork of Parachute Creek. at a point whence the South quarter corner, Section 30, Township 5 South, Range 95 West -11- of t:iac• (rt'la P . M. , boars .ieitrt_li 86"35' f:aaer t , 11115 feet, but which by :ict tial survey 1s located on the north haarlk of the East Mark of Parachute Ci -eek, wilr•nce the Northwest: corner ner of- Section 30, Township 5 South, Range 9'r LJrt- cif the 6th i' . II ., hears Horth 39"45' tile:;t a di. sLance of 5387 feet:. Date of or:.ii;i.tlal, decree: December 29, 1903, in the Di.sti-i.ct: Court of Garfield County Case No. 1059. (21.) 1.85 c. f. ;. out of Pr'.i.or:ity 15411i3 decreed Co the Parachute 'Ugh line Ditch, First, Enlargement, Water District tio. 39 of the State of Colorado, for 1..85 c.f.s. as of Alrri_1 20, 1895, out of the East Fork of Parart'lltrte Creek, k, for the i.rril;ait E_O l of iands, with heaclt;nte located on the eLlt;t batik of sa.ri.d creek, at as point about 100 feet north of the junction of the East and iI.i_clrile Forks of said Pai:achute Creek and near the Northeast corner cif Section 36, Township 5 .sough, R.~trri;c* 96 West:, GU1i P.Pl The licr.irtt: of diversion for: said. 1..85 c.f.s. was changed by decree of the District Court of TCC r- r.i-c I.d Ccnin 1 y , Colorado, ora' July 1.5, 1.;168, iu_Case IIo. 6316,to the lieaitlf;aatr_* of the East Fork Ditch which was designated as being located ori the south laatlk o C lite East Fork of Parachute Creek at n po.i.nt: whence the South quarter corner: Section 30, Township ' South, lt,ri,f;r, 95 West: of 1 he. 6th 1'. N , , bears South 8(035' Est 1185 feet., hut which by actual survey in; 1_oca*t_r'tl on the rim-t.h 1r:ltll( of the East Fork of: 1`;ir-atclaut'e Creek, whence"the North- west Corner of Section 30, Township 5 :South, Range 95 West of the 6th P.M, be_aar s P:or: thi 39"rr5' West ai tl-i_starrrce of 5337 feet. Date of origLnal decree: December 29, 1903, in the District Court of Garfield County, Case No. 1059. (2.2) 2.37 c.f.;. out of Priority 14o. 131. decreed to the Parachute 1).1Lch, Waiter. District No. 39 of the State of Colorado, for: 3.6 c. f. s. as oC April 1, 1888, out of Parachute Creek, for the irrigation of lands, tr.l- t -1i headgar t e located on the west bank of said creek, about: three and one-quarter mileabove tiie mouth. i)ecice date: Hay 11, .I.3R9 , in the District: Court: of Garfield County, Case No. 103. (23) 1.30 c.f.:,. out of Priority No. 145 decreed Lo the .l'nrac•li1_rte Ditch, West Enlargement, (being tiio first enlargement or Parachute Ditch), Water_ District No. 39 or the State of Colorado, for 1.30 c. I ..; . as of April 25, 1891), out of Parachute Creek, for i rri_gnt i.on purposes, with irn;idg;at:o located on the we :t bank of said creek, about three and one- quarter miles above 1.he mouth. f)aLe of wurfriG 275 decree: Apri.1. 2/, 1892, In the District Court of Garfield County, Case tlo. 469. (24) 0.035 r:. f. ;l . out: or Priority [Vo. 1.49 decreed t f1 the Holmes and Morg;w E': tert- .l]"on and Enlargement of the Parachute Ditch, Water lli.vi.sicrtl No. 39 o[ the State of Colorado, for 1.6 c. f. t;. ns of November 4), 1891, nut_ of Parachute Creels, for irrigation p111'trose'.;: , with i1(:al(1[Ta to located to d otr the west bank of said creek, about: three and one-quarter miles above the mouth. Date of decree: April 7.%, 1.892, in the District Court of Garfield' County, Cane No. 469. (7. 5) 19.72 c'. f. s. out of Priority No. 207Q decreed to the Third Enlargement of l'araa- c:lltttt. Ditch, Water District No. 39 of the State ni: Colorado, for 19.72 c. f. s. as of March 1, .1.97.6, out of Parachute Creek, for irrigation ptrrposes , with head - gate 1ocaal..ect un the west- bank of said • creek, at a point from wll'L(:11 the North quarter corner or Section 3, Township 7' South, Range 96 West: of the 6t11 P.M., , bears .youth 54'0()' last: 1.936 feet:. i)ate of decree: January Cr , 1937, :in the Dis- trict Court of Garfield County, Case No. 3124. (26) 1.33 e. f. s. out of l'r.i.rtri.t:y No. 199 decreed to the ltig;ltl_i_ne 1)it:c_ir, Water District No. 39 of the State 01 Colorado, f01_ 1_13 c:. f. s. as of li iy 1, 18813, out or Patr nrhrr t. e Creek for irrigation pur- lroses, with il('atlg.tl:e locnt:et1 al: Z point on Parachute Creu k, from which the East quartOr r cor"ilr'. r: of Section 36 , Township 5 Sont.ir , Range 96 West: of the 61h P.M., bears South 211000 East 1452 .feet. The point of cl.ivicersi.on of said L.33 r:. f.s. was changed by decree or the District Court of Garfield County on July 15, 1.968, in Cable No. 6316;, to the lteadgate of the Davenport 1)i.Lch which was desig- nated as being located.on the west: hank of Parachute Creek at a point. whence_ the West quarter corner Section 30, 'tett-- , ship 5 Son! It, Range 95 West: of the 6th 1 P.M., hears North 137"45' East 650 feet, 1,1.1t: which by actualsurvey i. s locnLccl on the we. 1: frank of the 11icldt.e Fmk of Parachute Creek, whence the Northwest corner of Section 30, Township 5 South, Range 95 West of the 6th 1'.1.1., bears North 9°55' West a distance of 871 feet. Original decree was entered January fit, 1937, in the District Court of Garfield County, Case 11o. 3124. -11- s MA: i 1( (17) :1.09 Ir. F. sr. tart of" f'r-.lori.t_y No. 20711 decreed to the. 13 i,};h 1. hie 1)1 I:c:li, ri rat Enlargement , fiatt.r'r D.is1t-r_ eI_ llti. :39 of the ,;t.nt'.t! r)1. (;o1-oradn, for 3.O c. C, s. MI or 1 ur.c11 1. , 1916 ut1L of Parachute Creek., ftlt- 1.rri.i;n1:ion purposes, tai.L11 11e.•t(1i;.at..r' located alt. a point: on Parachute Creek from which Lht: East gf11art:c'ir cornet.' of Section 16, Township p 5 South, Range 96 1lrsit of the 6th P.M., bears South 111'0(.}" 1•:au;t: 1.1152 feet. The point_ of ti.i.Ve 1-s; i.oii or said 3.09 c . f . s, . was changed by decree of L11i I)i TSL t,eL Court of Ga - fi_r Id Ctrl.iliLy rltt .1tiiy 1.5, 1968, :i.1-1 Case No. 6316, lo the 1teattlf;:i t o or the Davenport Ditch teih i r h Sark; designated as he trig lo- cated on the West hank of Parachute Creel( at: n point whence the 1Y1t'F t quarter corner Section .30 , Township 5 South, Range 9t5 • West_ of the bt_11 PAL, hears iloiLh 87045* East 6.5() feet.:, but which by nctna11. sur- vey ; located tits the west bank. of the 1- tddl.e Fork 0!. Parachute Creek, whence the Northwest corner of Set:Li_ort 30, Town- ship 5 South, Rainge 95 West: of the Gt_li P.M.,bears North 9°55" West R-1 distance of 871 feet. Original decree January. 4,, 1937, in the District Court of Garfield County, Case ilo . 3124. (28). 7.49 c . f . e; . out. or the following pt•i_orit:i.es decreed to the Grantee Ditch and its en-- 1art;c:hie1 L s : (a) Pri m:1.1.y 111x. 1434A decreed to the Grantee Ditch. i1nLei' 11i.vL- ^.. i.c}1i No. 39 of. the State of Colorado, , fot: 0.110 e. C.s;. as of A1ir:i_1. 1, .1889, out or 1'ai.a- cliul:rs C eek, .for 1ri.i.g.i1.iori purposes, with heaidgate located on the oast ha+tik 01 said creek .at. tt i1()11)t. near the southerly side. of the NE1/4 of the 111J1/4 of Section ti , Township 6 Sout.li, Ran e 96 Hest, 6th P.V. Date of decree: February 20 , 190(1, in the Dis- trict Court of Garfield County, Case ilo- 781.. (b) Priority Ho . 151111 dceree_d Lo t'.1te 11n,;lter and (OX Ell 1.;11,1,P11te111. of the Grantee Ditch, Water Division Ho. 39 of the State of. Colorado, for 3.6() c. f.. s:. a1=`; or April 15, 1895, out_ of Para-. chute Greek, for irrigation purposes, with headl,tte Located oii the east hank: of said creek at a point near the s;ouLhr!rly side of the NEA of the NW'r, of Section 11, Township 6 South, Aange 96 We.;t:, 6th P.M. Date or decree: r -14- • lo t 377 Fehrnary 20, 1.900, In t:lu Dis- trict Court: of Garfield County, Case No. 181. (c) t'o 1orl.Ly No. 1.'a13AA decreed to I lire Clayton Enlargement of the 4 (�1'allilee 1)1.1 rh, Water 11r_s;tt't.e(: :39 of t_1it! ;it ;rt of Colorado, for 1.0 e.1.s.. as of iI;ry 6, 1900, out of Parachute Creek for the irri- gation i_ton ca f lands, with 11r'atll;aiic located on the east ba1T)k of sai l.cl c'rr'Plt at ri point near t;1iry southerly nide of the NEA 1d14', or Section 4, Township 6 South, Range 96 Wes; t, 6I:11 P.N. Dante of clerrr'e: February 4, 1.909 in the District. (:rrilrt: of Garfield County, Case 110 . 1145. (d) Priority 1Ir1. 161/NA decreed Lo the. Third Enlargement of 1.11x. Grantee Ditch, Water District No. :39 c11 . (ho State r of: Colorado, for 1.60 c. f.s. as of November 5, 1901,out of 1'nrb- c11l1!:rY Crrc'1:, For the .i.rr•i f;aiLi.oit uC lands , Cdl t:11 1U.'FitI ',at.e located on the east hank. OE said creek a l n 1)0 L1)i from 1,41r i,clt the West quarter corner or `ir'e° 1 i , on lr , '3'u.•n ult i.p 6 Soutll Range 96 West. 61.1) 1' .1.1. , bears South :10":30' %+1c';1' 1/85 feet. Date or decree: Fr'l,i llatry 4, 1909, in the District Court or Garfield Comity, Case Mo. 1:316. (e) Priority llca. 20/1. decreed to 1:11e 01''otirl.1, Enlargement of the (;rali1Ce Ditch,Water District No. 39 of the 51-.11:c of Colorado, for 6.09 e. f . s , as of llaruli 1, 1926, out of Para- chute Creek,for the irrigation of lands, with 11osirlr,al:e located on t:1le east bank or said creek ;tL a point froin which the West quarter corner of Section 4, Township 6 South, Rst111;e 96 West or 1 1in 6I.11 P.N., 'wars South 30"30' West: 3/U5 feat. 1)at:e or decree: January 4, 1937, in il)t' Dist riot Court of Garfield County, Carse No. 3.1171. (29) 0.8(1 c. f.sa. out or Priority No. 1-/IJ.A decreed to the Ri.lr=y Ditch, W;iter: District No. 39 or the Starn or Color;ir.lo, for 0.80 c:. r. J. as of July 1, 181>n, out or Riley Gulch for the irrr; i„atr_100 of l.trltir;, 1•.i r°lr heairtl;nLe on the north side of said d gulcii, al: a point about 1200 fent_ Norllrwe;1: or t.lte Southwest corner SA Section 34, Township 6 SotiLli , Range 96 West, 6th I' .; t. Date or Decree: April 16, 1909, in the District Court: of Garfield Courtly, Case 0o. 1351. lftll�. 11;:i rmiL 3 l t3 (30) 0.7.0 c-. r.:r. out of Pr:i_ority no. 200 decreed to the Riley Ditch, Water District tto. 39 or the State or (:crl_or;iclo, roc 0.7() c.c.s. air' of ,Iuoo I, 1891, out of Riley Gulch, for t he i r r i gat i rrrr of I ands , with 1tr'acll;atr• the north side of. said gulch, at ;i point: J: rurii t h i ch the Wort t lai es 1' corner or Sect ion 3 , 'i'c►wti :li i p l SOUL II, Range 9J6 W. ::1. , GLIi P.1I., bears South 16"00' Wes1 i81 rant di s:t:ant . t];it:c of decree : January 4 , 1937 , in the District Court oJ. Garfield County, Case No. 3124. (31.) 0.30 c. F. r,.. utiL oC Pr inr no. 707P decreed to t lro l i r s t. Enlargement ct r t.Ire Riley Ditch, Wait.c r 1.r -i et: No. 3'1 co the 1:;i1 u' 0I: Colorado, rrrr' 0.:I0 c•. ars: of Ilareh 1, 076, crtit or Riley Culefr, for the i r: r i I;n1 i no o f' l.arict,, , with fieairl);att. r:! on the nor111 side o f said 1;irlchi, at a point From which the Drrrllicrrr:t: earner of Section 3, 'I`c1crrir:h i.I, 7 ticnrt h , Range 96 West, Gtlr P.11.., bears South /6"00' West 58/ fact distant. Date or decree: January 4, 1937, in the Dis- trict Court._ or Garfield County, Cs -t se No. 3124. (37) 41.911 r. f.r;. out of the following priorities decreed to the Benson ;iiul Barnett: 1}iLcly'aruj its enlargements: (ai) (b) Priority Ho. 144P,tfl B decreed 10 the Benson .and Barnett. Ditch, Water District No. 39 or the Stake of Crrl.or;t.lu, for 2.3 e. f. s. as of 13<►rch 75, 1890, mit of Parachute Creek, for t -tire i.r:r-.i.- 1;ai L i_orr or lands, with lroaicll;.it o on the saesL hank of sni.cl creek, at: a point about 100 ynr.-ci_; north of the iror-tlt line o f, the NW' 14W's, (Of Section 9, Township 6 Sout:lt, Itani;;c• c)L,e i 1, 61.11 P.M., 1);rt.e of De.cr:eco : February 24, 1902, iti the Dis- trict )i - t:r _ct: Court of Garfield County, Case No. 947. Priority no. 201.1 decreed to the First Eir largement of the Benson and 1.arireLL iris:ch, Water District no. 39 of the State of Colorado, for 6. 2 1. c::. r. r:. ns of 1, 1926, out or rair:arehuln Greek, For the irrigation of: lands, with henrl;;art a on the west batik of said creek, at n point from uni wh i.ch the corner= common to Sections 5, 4, fl ;rrirl 9, Township 6 South, Range 96 West, GLfi 1'.tl., l,rar:n Snot r 5/ 00' ltiest 1270 feet . Date oJ. dre'i:0 .: J;iuu;iry 4, J.93/, in the District Court or Garfield (;crutit_y, Cage I•ki. 3124. (33) 22.89 c. f.s. out or the following iar:i.orities decreed to the Low Cost Ditch and its enlarge- ments: 1it1C'.4 (73 r i 379 (tt) 1'r lo r t,t.y 1ln . 83 decreed to'the how Cost Ditch, Water Distri-ct No. :19 of the Stale or Colorado, for 5.0 c. [.r;. as of Jantaatt- ' 4, 1.1111/ out of 1':ar-;acllaat o {:a ec'1:, for the 1r 1:.ijyut:t-ort of lands, with heady ate on the east bank of said creek, about eight miles ItlJOVe the mouth. Dale of decree: 1.1a)' 11, 1889, .in 111e District Court of Garfield County, Case No, 103. (l,) Priority iic). 1.32 decreed to the First i;rr1:1rgcIIrr.r1t: of tilt. Lou [.:na;L 1ri.t:c. h, W;it:et: District Ho. 39 of the .Tt;tt_e of- Colorado, fair 9.0 c' . f . r , ,as ca f Apri 1. 1, 1888, nit of 1'aar,ra,:lrlli_e C:a:crr,ic, for ! Itc' lt: rlgn- t. ion or land , with Ite lclgat:e on the oast hank of :said creak, about eight rni_1_r'; crl)oye the mouth. Date o C decree: : tlrty l l , 1889 , in the District Court or Garfield County, Case No. 103. (c) Priority Ho. -2010 decreed to the Third Enlargement of the Low Cost Ditch, Wa t: a r: 13 i:; i r i_ c: t: D o . 39 of the State or Colorado, for 1.2.34 c.£.s. as or March 1, 1926, out or I'lara- clrnt e Greek, for the irrigation i.gaation of . Lands, ar.i.t.la lacautdgrrtin on Lhe a ar,t; 1+rank, of said creels, at a point: from lAtich the North clar.lrter corner of Section 70 , Township 6 South, Range # 6 l.rc'!;!of the 6th P.M., hears South 18"00" West 8(10 fret. Date or decree: January 4, l93/, in 111c District Court [)C Gnifield County, Case talo. 3124. •- (34) rive wells in the alluvium of Parachute Creek: () Union 76 Water Welt "1o_ 1 -- State Engineer's Permit: No. 06045-F, 216 g.p.m. (.52 e. f. s.) for: domes- tic, industrial, :;Lock watering, i.ng, f_irr. protection, and other l)''aae- f ie i_a 1. uses. Location: in the 1.1EI,; NE',; oC Section 36, Township 5 South, Range 96 tie; ; t: , 61.11 t' .1`t. , at n po.i.rtt: v;ltcuce an iron post wi_tlr abrass calx found in place and properly marked for the closing corner on the sectLoo line between Sections 25 nod 10 nod the southerly line of 11;ict #3/ hears north 30'W.30" East 589.00 feet. Di 1:e of decree: ..June 28, .19/3, in the Water Court for Water- Division No. 5, Case No, W-1145. 1 •r 1311ur.f7G f't,1:L?AO (b) LindaUc1r No. 1 Well - 25 g, '.m. (.055 c. r.r1.) for domestic, fire lit.",1t"P'1 1011, 1.ac•rrt ;111c1 garden 1r:- 1 1 g:1(. 1 crit , and other beneficial MOS. Lncatl 1_(111 ; i_11 T,t1L: 3 or !-c I_ i_on 2, Township / South, It;ittv,r. 96 West, 6111 P . 11. , nt a point whence the North quarter corner of said Section 2 bears North 41."39145" E;1r;t: J.6.16.24 feet:. 1)al1:e or decree: March 20, 1.9/3, in the Water Court for Miler er Divi. si,otl No. 5, Case No. W-1611. 61.1. (c:) Sherwood 1.1e11 Nr1. 1 - 10 1, . 1 .111. (.022 r.. r. s.) for stock watering ono other benef.1_ci_ral. uses. Lo- cation: i.n Lot : 4 or Sot1:.i.o11 34, Township 6 South, Range 96 hest:, 6th 11.1.1. , at a1 point trllr'nre the quarter corner common to Sections 21 111d 34 in said township -and range hears North 32°18126"1 East 221.8.86 feet:. Date of decree: March 20, 19/3, in The Water Count= for: Water 1)a_vi i.i-en Ilo. 5, Case No. W-1.611. 1.61.1. (d) ;;1rrr[,',ucl J(LI. No, 2 -- 8 g.1t,1n. (.01.16 c..f.:;.) [o1: domestic, fire 111-16 ecti_can, and other benr'_Ci.cial uses.. Location: 1.n Lot 4 of Section 34, To:•irihLIr 6 South, 1.''.111',1' 96 West, 61.11 P.M., at a point whence rho quarter corner common to Sections 2/ and 34 in said township and range bears Nur:t11 (28'42'29" East 1543.36 feet. Date of decree: March 20, 1913, in the Water Court for Water Division 11o. 5, Caste No. W--1611.. (e) Nelson Wel_1. tio. 1. - 8 g.11.m. (.017(1 c. f.s.) for domestic, fire protectinrr, rind other_ ienefi_ci.all. rises;. 1.()Calr_1_011: . i.lr t:he :;1 `;; .`1111/4 of :'-3eet, Lon 34, Township 6 South, Hang; 96 We5L, 6tlr P.1^1. , ctt a p0i_t11: whence the Southwest corner of said Sect ion :16 'wars ;;(111111 64"04'05" West 1.02.5.60 Feet. Date of: decree: March 20, 1913, in the Water Court: for: Water: Division No. 5, Case No. W-1611. -18- C. r'I'urJaheLl'ilrelirir" FCciriciltional Decree (Colorado River) . • Applicant is tlrr_ nwrrrr- of as r:xrricllticrri1il decree for its 'Pumping i'Ilpeline" diversion fat:lilty, for 118.5 c.f .s. out of II rr Colorado Diver for municipal, Industrial, .rrirl all other eases in cunriectiorl with its oil shale operations, Priority No. 159, as cr1 I'r_laru.rry 111, 19119. The point of diversion for the "I'unalririg Pipet hie" is described ris "a point 011 lhe.westerly or northwesterly book of the Colorocio River whence 1Iie section corner cotlrnlori to 5ectican:s C and 7, Township .1 mouth, itange 95 West of the Gili P.M., and sections 1 int(' 12, Township 7 South, Range 96 West of the G1li P.4/1. bears South 09"1:1!' West 33611.65 fret. The cliver-sion facility will consist of an intake c111i located in the Colorado River, two lin--inch intake pipes, and an on -bank pumping facility. The intake crib and Intake pipes have been installed. The 111 -acre on -bank diver-sicrri site his been rarepar eci for construction of the pumping facility. The decree was entered by Garfield County District Court on Scplerirher 5, 1952, in Case No. 11Oi711. Fhidings of Reasonable Diligence. have beers entered by this Court bierrriially since then, the last such finding hiving been entered on December 11, 19711 (Case No. W -26-71i) . D. f' rr achute Cr eek Reservoir. Applicant owns jointly with Chevron Shale 00 Cornpariy n conditional decree for storage or 33,773 acre feet In Parachute Creek below the confluence of the East, West, aricl Middle r-oi-ks of Parachute Creek, for municipal, industrial, and all other uses in connection with their oil shale operations, priority dale I?ecerrrlrer 15, 1966. Tim location of the darn is descriibecl. as "the intersection of center 11111' car the cairn axis with the centerline of Parachute Creek which is located at a point whence the South Quarter Corner of Section 36, Township 5 South' flange 96 West of tite Gib f'rirlc:ili�al Meriril.an, bears North G'1I2' east a distance of 9O49.11 feet." The sources of water for filling said reservoir- are water stored from Parachute Creek - 19 - • • iitii'r (1 /3 i-Ai;1. 82 .trig it; tr ilrrrt:rries, and water diverted from lir' Colorado Diver through Applicant tlnir"rr tlil company fir! Ciel 1r"i r",1't.Il1tI)irltJ i'ipaeliaar!", aracl C11c•vrcaar SI Tait, (.1i1 C;ura,pa.arry15 "Eaton Pumping Plant and Pipeline" Ind "Dragert Pumping Plant and Pipeline". 1 he decree was entered by the Water Court for Water 1)1vsicui No. S on July 26, 1911, in Caste No. W-252. A finding of 12easonable Diligence was entered Icy the Water Court on duly 17, 1973, hi Gast'! 11o. W -6511-77.. 11. A. ltp,iallcnnt's %vrrte,- rights in the Item -Inc' Frrrlc Drainage, listed in Paragraph 3A ""f 11rrse Findings, historically have been used to irrigate 631 acres of land trlron 11ir:h alfalfa, native hay, and pasture grass have been grown, with a total average ;manual consumptive use of 1157.6 acre feet. Of said 631 acres of land, Applicant 1etains ownership of and continues to irrigate 1)/3 act ces at the pr esent time. Said $173 acres of land are dr.scrlbed in E.xWhit "A" attached hereto and incorporated herein by this reference. The remaining PA acres of historically irrigated land, with a total average annual consumptive use of 7119. 1 acre feet, have been permanently removed from irrigation and are no lortcler owned by Applicant. Said 1511 acres, which are described in Exhibit 13" att aciaed hereto and incorprated herein r hy this reference, are comprised of the following tracts: (1) 69 acres upon which alfalfa was raised, formerly irrigated with water diverted through the Rockford Ditch pursuant to the water rights listed in Paragraph 311 (5) and (6) of these Findings, with an average annual cx.alisrrafptive tr se of 109.11 .acre feet. Said (ands (formerly part of the "Kinsall Ranch") were permanently removed • from irrigation when said water rights were transferred to the iacadtjate of the Stnithard and Cavanaugh Ditch by decree enter -cd in this Court on October 11, 1966, hi Case No. 5967. Since that time, water 11E15 ',Pen diver tea pursuant to said water rights listed in Paragraph 3A (5) and (6) of these rinclirtys fm- irrigation of lands on the "Cor yell -- 20 - • • h :.4176 rola[ 0133 fi,,rrr:lr" owned by Applicant and described ira Exhibit "/1" attached hereto. Said water rights, however, are raot needed in order to adequately irrigate said lands. tel 711 acre upon tvliicll alfalfa Will raised, formerly irrigaated with water diverted through the Atkinson Canal pursuant to the water rights list 1 in Pal ;iclrarlph 3A (15) , (16) , (17) and (1 t1) or these 1 iraclira(ls, with an averas;. annual c.()resttraaplive use of 1112.1 acre fleet. Saiti Lends (formerly pro t ref \p p1i( .amt's r'Wuifsolen Ranch") ave re permanently removed 11-oan irrigation when they were acquired by tine Denver- and Ilio Grande Railroad for railroad track right- ed` -way ight-taf--avay in Peril. Since that time, water has been diverted pursuant. to said water rights for irrigation of remaining lands on Applicant's "WV tilfsollra Ranch." Said water-, however, Is not n+eecled in order to al logt_ately ire icjate said lands. f1 70 acres upon which ;Walla was raised, formerly irrigated with >,vater dive' led through the Stalori anti Glenwood [)itches pursuant to the water a ic111ts listed In i'aragrapl1 OA (10) , (11) (1?), (13) aria (111) of t1iese ntidrniJs, with all [average annual cons MN/ 11ve use of 3t. 6 acre feet. Said lands (formerly part of Applicant's "Sanders R.rnch"") were pr<r-rraatieritly removed horn irrigation when they were ncclrrirecl by the State of Colorado for a right-of-way for State. Highway No. 82 ili 1967. Since that time., water Ilas been diverted pursuant to said Water r iglets for ir-ritjation of remaining lands on Applicant's ' "Sanders I:aracli." Said water, however, is not needed in order to adequately il-r-i gate said lands. Applicant's water rights in the Parachute Creel( drainage, listed in Paragraph 313 of these Findings, historically ihave been used to irrigate 700 acres of land upon whicli alfalfa, native hay, pasture grass and core have Been grown, with a total average annual consuinptive use of 1395.9 acre feet. Applicant retains ownership of said 708 acres of land, and continues to irrigate said lances at the present lisle. Said lands are described in -- 21 -- 1 hr,r 284 E x11i1>it "C"' .1itac:hc•rl hereto and incorporated lie r-eAro by this reference. S. Applicant owlic ir•r. title to approximately 30, SIG acres of land in t1ie Parachute Creek area of Hoe 1'iccaric:c Creek Basin riorlli or Grand Valley, Colorado. Approximately 20, (100 acres of these lands contain valuable c.ieposits of oil shale wliicli Applicant iit'lends to dc'veloit. The remainder of these lands are bottom lands along Parachute Crc 1t mid its ti•ibiotai les. 1 he primary sources of water supply for Applicaait's oil 5i tato ro11rer'atioris will be Fvater diverted from the Colorado River lila sio.lnl to its "i'cnnllincr 1'il,eliiie'" conditional clr'ct- e, and water stored from Parachute Creek and its tributaries pursuant to Aiipliicarit's conditional decree for Parachute Creek Reservoir-. Water diverted fr-nln the Colorado River through Applicant's "Puiiipirieg Pipeline" will be used directly to supply its oil shale opera- tions, nr will be transported to Parachute Creek Reservoir for storage and subse- cluerit use iri connection witli such operations. Applicant intends to use its other water rights, which historically have been used for irrigation of lands in the Roar-irig Forts .'iu1 Parachute Creek dr.-iinacles, to furnish a supplemental source of supply for its oil shale ul.ieratiotis in the Parachute Creek drainage at tlnies when its above- described primary sources or supply are inadequate. in order to make such water rights available for use in r_nririectiori with its oil shale operations, Applicant has filed herein an application for- approval of a proposed plan for augmentation, including exchange. 6, Pursuant to Its proposed plan for augiiieritation, including exchange, Applicant seeks a decree modifying its water rights in the Roaring Fork and Parachute Creel( drainages (listed in Paragraphs 3A and 313 of these Findings) so that Aia111icant will be permitted to: A. Change the trse of its Roaring Fork ane! Parachute Creek rights to industrial, retorting, rniiiing, refining, power, domestic, end all other uses In connection with its oil shale eper•alioris, as alter-riative uses when said rights nr e viol testi(I for ie-rlyatloii _22- it, Invert pursuant tea it : IR(taring rork water rights in the intake of its "Piao1"i1a1 Pipeline" diversion facility on the Colorado River as an alternate l>c�iait of (ii V{.1 •;i0r1, Mil to transport said water through 'said pipeline to Parachute Ca' k and its tributaries 1car- tascl in connection wvith Applicant's oil shale= operations, ;as follows: (1) s'Icar.acl.• hi Parachute Cieel( Reservoir, to the extent or the historic consumptive test±associated witli said Roaring Fork riglits, with the right t"" 1111 and refill said reservoir continuously wide said water; ()) diver-sion al the. existing points of diversion of each of its l'aracharte Creek %valet- rights listed in Paragraph :111 of these r-iradings and use In cot unction with or in substitution for each of sacci i'arachute Creek t icl1its for nil sla:ale purposes only; and (3) augmentation of each of its existing wells listed in f drayraph 313 (3+i) of these Finciings, and Parterre %veils which may be constructed in tlae drainage of Parachute Creek ;and its tributaries, so that diversions through said wells will riot he curtailed in times of shortage, so long as this plan for ;auiiriaentatican, including exchange, is beincl aaclrriinis- Hr eel in accordance with the leans of this Decree. C. Divert iiurstiarat to its Parachute Creek water rights at the following alternate points of diversion: (1) the existing pint of divea-siora of each of its water rights listed In Paragraph 313 of these Findings; (7) ' additional wells to be constructed in the ctr•;alra;acje car Parachute Creek ,and its tributaries; and (3) ' ti ie 1nt;ike of its "Puraaping Pipeline" diversion facility on the Colorado f vet- , ;as described in 1'tiraicgr-xapii 3C of these Findings. 1), Jess a water- in Parachute Creek Reservoir pursuant to each of its Parachute Creek water rights listed in Paragraph 313 of these rinclincls, to the extent of the historic consueaalalive use associated with said rights, with • • I►ills.='i76 l'Ai X613 the rigid to Fill and refill said reservoir continuously will, saicl water. 1Vater will be stored Irt.rrsuarrht to those of said rights rvI1h':h have points of di version (lowr►str earn Irortt the dam of Parachute Creek Reservoir- by exchange from Parachute Cr ek and its tribut.rr•ies a '1iuve the clam of said Parachute Creek Reservoir, or by diver ting said v lM" at the intake of its "Pumping Pipeline" diversion facility on the Colorado River-, and traltrsportin(l it through said pipeline to saritl I'arr•st(:Ilule Creel( Reservoir. E. Ii(ritnllotrrl(I and rctrse like r'ettrr-n flows, if arty, worn its oil shale of}er-atiorns, in_dtulihlq sewage effluent, to the extent of the historic consumptive use ar5s0cialted with its Roaring rock and Paar;lc:hute Creek water- rights after deducting such carriage losses resultincc from said reimpounlrnent and use ;1s may be required iiy the Division Engineer for Water Division No. 5, not to exceTc1 .05 percent per mile; or to t11e extent of the augmentation of Para- chute Creels by releases from Parachute Creek Reservoir", whichever is greater. 7. In of der to assns .' th;at its plan for a lltJIThc*ttta►tioah, including exchange, 1)ropnse(t heroin will! not cause material injury to the nsvt1ers or users of vested water rights or decreed conditional water rights in the Colorado River or Rs tributaries, Applicant proposes that the following conditions be imposed upon the operation of said 1 1n11 for augmentation, including exchange: A. Diversions pursuant to Applicant's waiter rights in the Roaring rork c11'aljnage . t the iI1tatke of its "Pumping Pipeline"' on the Colorado River as an alternate point of diver ion shall be subject to the following limitations: (1) Such diversions shall be mode only t_dur-incg the period April 15 through September 30 of narc:h year. (2) Such diversions shall be mock! only at times when said water rights are in priority and water is phlysic,ally available at their historic points of diversion, and the amounts of such (diversions shall be limited to the - i'.1}11r.il 75 PM 387 amounts ivailart►te at said Historic points of diversion. (3) -f-110 total amount of such cliversionss shall not in any year exceed 1 152.6 acre feet (the historic average annual consumptive use ass ocI- arlcsel with said waiter rights), less such estimated carriage losses I.etween the historic points of diversion and Line intarlcn of Applicant's "Pumping Pipeline" as may be required by the Division Engineer- for Water Divi- sion No, +, but nol to exctnecl 29 acre feet. During years when those of /Ilrlrlir.ariit .'!; ‘vater- r ic.tlrls In the Roaring 1'orlc drainage. which historically have been used for irrigation of Its lands described Iii Exhibit "A" attached hereto (tire historic average annual c-or7surnptive t associated with said waiter rights is 063.5 acre feet) are diverted prior to June 30 for Irriga- tion of said lands, the amount of water which it shall be erilitled to divert at said alternate point of diversion shall be reduced in the amount of 5.1 acre feet for each clary beginning on April 15 through the cky on which such diversions for irrigation of said lands cease. pi) i)trring years when suc_li diversions are iiwtde only pursuant to nppli-- c mot's water rights hristoric:ally trsncl to Irrigate the lands described 1u Pararclr-arlrh HA (1) , (2) and (;t) of these r; clings, the total amount of such diversions shall not exceed 2119. 1 acre feet (the historic average annual consuirrptive use associated with the Irrigation of said lands), less such estimated carriage losses between the historic (mints of diver siren of said water rights and the intake of Applicant's "Pumping Pipeline" as may be determined by the Division Engineer for Waiter Division No. 5, but not to exceed 7 acre feet. During year:; when said water rights are diverted prior to June 30 for irrigation of Applicant's lands in the Roaring Forte drainage described in Exhibit "A" attached hereto, the amount of water which it shall be entitled to divert at said alternate point of cllyer-siion shall be reduced In the amount of 1.9 acre feet for each day brclirirring on Apr11 15 through the day on which such diversions tor Irrigation of saki lands cease. gar um:./17(5 iAL ('+) l)uriracl times of such diversions, Applicant shall cause a "call" to be placed by its water- rights in the Roaring l"or-k drainage at the historic points of diversion cat said rights for nn amount sufficient to aa•crrltac•c• Ilam amount of ,.aiti decreed a icllat:;, and no call shall be placed save as to those water rights in the Roaring Fork drainage against ►vlaicla a call historically could have. iaeen placed. 13. Diversions pursuant to Applicant'swaiter rights In the Parachute Creek drainage at any of the alternate points of diversion set forth in Paragraph GC: of these 1-irrrlings shall he subject to the following limitations;: (1) Such diversions pursuant to said water rights, except for Applicant's five. %veils listed in Paragrapah :313 (:311) of these Findings, and additional wells which may be constructed in the drainage of Parachute Creek and its tr•ihcataaries, shall be made only during the period AprI1 15 through October 31 of each year, which is the period during which water historically has been diverted pursuant to said rights for. irrigation of the lands described in Paragraph 1113 of these Findings. (2) Such clivc'r-sioils 5111111 be inac1e only at tunes when said water- rights are in priority and water is physically available at their historic paoIritA of diversion, and the amounts of such tilversions shall be limited to the amounts available at said historic points of dliversion, (3) The total c:onsumpative use resulting from such diversions shall not in any year exceed 1395.9 acre feel, which is the historic average animal consumptive use associated with said water rights. (11) During times of such c11vcrsioias, Appilictarat shall cause a "call" to be placed by its water rights in Om Parachute Creek drainage at the historic points of cflver-slon of said rights for an arnourat suffi- cient to produce the amount of said .deer ced rights, aind no call shall be placed save as to these wales rights in the Parachute Creek drainage against which a call historically could have been placed. 26 -1'itr• stcrr age e"I Water in i'ararc_Itule (:r eelc Reservoir [itrrstrant to Appli- cant's Parachute Creek rvarler rights which Iiistoricarlly have been used for irrigation shall be subject to the following limitations: (1) Such storage sli;ill ctc:c:trr only Our iircl the peric,ti April 15 through October- 31 of each year, which is the peria,cl during which said rights historically sly harve been trsecl for irrigation. (1) Sucli Sirrra1Gle shall occur only at tunes wiieri said water rights are in prier ily ;Incl shall not exceed the arnritrrit of waiter whic:li is physic- ally available at the historic: points of diversion of said water rights. (3) The total mama it of such stctr-aige shaill not in any year exceed 1395.9 acre fret. l3. (1) At tunes when .vaster- is diverted pursuant to Applicant's water rights in the 1Zrid1 frig 1-ork drainage at its "iaurnpinq Pipeline" aiternate point of diversion for use in conriectiort with its oil shale operations, the lands owners by Applicant which historicailly have been irrigated with water- diverted lrtrrcirant to said rights shall be removed from irrigation by strc:li ti•rater. Said lands are described iii Iixliibit "A" aittaachccl here- to and incorporated Herein by this reference. Applicant .hall not be required to remove any portion of saiid lands from irrigation by rea- son or the fact that water Historically used to irrigate the lands des- cribed iri Paraigr-aph r1A (1), (2) and (3) of these f=indings and in Exhibit "l3" attached hereto, is diverted at its "Pumping Pipeline" alternate point of diversion, because said lands have been permanently removed from irrigaticrri. (7.) During years when all of Applicant's water rights in the Parachute Creek clr.iinarge are used in corinectiori with its oil shale operations, the lands owned by Applicant rvhlcli historicailly have been irrigated with water diverted Ipurstraint to said rights shall be reriioved from irrigation by such waiter. Saiirl lands are described in Exhibit "C" attached hereto airid incorporated 1ierein by this reference. 27 - r:i11 .f#1 6 i1v: : r)O 1:, Except for water diverted in aacc.nrclerace with Paragraph 7A (rI) of these Iric_h water may he diverted nt its "Pumping Pipeline" alternate poirri of ri1vr•.rsbet to supply its oil shale operations during any year, Appli- cant shall use its water rights in the Roaring rod( Drainage in connection with its rail shale operations only ;d times when its other sources of water supply tor salt! operations erre inadequate. Said vvGater rights in the itoarincl Fork ctrairrntie shall not be used W it-rigaate any of Applicant's historically irrigated fiends hi the i'ar ac_I,rlte Creek tlrainnge. (Said lands are described in Exhitbit "C:" attached her Ptcr. ) r. (1) Applicant shall notify the Division Engineer for Water Division No. 5 on or before June 30 of each year whether 1t will be necessary to tise its water rights 111 the Roaring Fork clrainage to supplement its • wafer supply for its oil shale operations. Applicant shall not be per- mitted to restrnae the irrigation of its lentis in the Roaring Fork drainage in any year in which said water' rights have been utilized in connection with its oil shale operations. In any year in which Applicant determines 11 will be necessary to trtlllre its water rights in the Roaring Fork drain- age to supplerrient its water supply for its 011 shale operations, all of said water rights, except water diverted 11 accordance with Para- graph 1A (lI) of these 1=iradirags, shall be used for said purpose. (7) Applicant shall notify the. Division Engineer for Water Division No. 5 on or before Apr i1 15 of each year whether It will be necessary to use all its water rights, or a portion thereof, In the Parachute Creek drain- age to supplement its water supply for oil shale operations. In the event Applicant seeks to utilize only a portion of said water rights • for its oil shale operations, ilierr Applicant shall designate the woofer rights to the withdrawn from irrigation or lands, and the Applicant shall be entitled to credit for the quantities of water set forth in Table 1 attached hereto. Partial discontinuance of irrigation shall require that all lands tender any single ditch identified in said Table shall not be 1rrigater_'s in that year. 711 hoc:, 176 TACE 391 (1) In cir•cic'r- to permit witlydr .r►v:r1s through /1lsfilicaril's e_xistinig wells listed in Pal :ic3raph 311 (Alt) cif these Findings told additional %yells whlr_1i may be cori.truc:tcd iri 11iu drainage of Parachute Creek thief its tributaries in accordance with Paragraphs GB (3) and GC (1) Mid (2) of 11u 1-iiirlings herein, water shall be released to Para- chute ara-chute Crerek from Pi -acItt.rte Creek Reservoir, from the "Pumping Pipeline", or (torr{ other- sources, lei thie extern of the withdrawals throi.rgli said wells, .is necessary to meet valid calls by water rights Having pi lority dates settlor to 55 1i(1 kveII s. (2) Said additional wells wiiicli may be constructed in the drainage of Parachute Creek or its tributaries shall be located on patented lands now owned by Applicant as shown on Appficrint's Exhibit "D" admitted Into evidence Herein. The aggregate yield from saki additional wells shall not exceed 1000 gallons per inhiute. 11. 111 order to irisurre that the c1ur"ctr,s in use and points of diversion per-- 11111trcl by the plan for augmentation, including exchange, proposed herein w111 not change, the regimen of the Colorado fiver• or its tributaries in such a why as to cans material injury to other appropriators: (1) During years when water is diverted at Applicant's "Pumping Pipe- line" alternate point of diversion pursuant to its water rights in the Roaring Fork drainage ( listed in i'aragrapli 3A of these Findings), other than water so cliverterl iii accordance with paragraph 7A (+i ) 1 of these f-irirlincrs, Applicant shall (luring the month of October of such years release to the Coloi-ndo River up to 33.1 acre feet of water. (7) During years when Applicant's water- r icllits In the Parachute Creek drainage (listed in Paragraph 313 of these Findings) are used in connec- tion with cls oil sli.ile operations, Applicant shall dewing the month of (h_tolrer• of such years release to the Colorado River up to 77,11 acre feel of water. - 29 (3) frlM ::i`.,c'. -i the above-rarler-enc:-(I releases shall tae rerluirecl only if there are in effcc:l ikirirrcf such limes valid calls determined by the • Divi siEngineer lor Water- 1)1vision No. !i to result [rota the. c Itancir1, of use and points of diversion permitted Ivry the plan for alt(Jtaietalntiorif proposed herein. 1. lra order to facilitate the administration of Its plan for aorcjrnentatiori, Including exr.ta:aaacir•, proataoseLI herein, Applicant Sliaall Install measuring devices ;ipfar raved iry the DDivisir,rr I=rioiilar'rr- for LV,rtrr Division ido. 5 or his representative at ea( It fount of diversion awl alternate point of diversion to be ulilizecf pursuant 10 said plan. Measuring devices shall be installed at the points of diversion of its water- rights in the Roaring Fork clr-airirage in order to measure both cliversiiaris into the heaaclgates :and releases back to theriver, anicl when Applicant is giver tiny at its "P roping Pipeline" alter, ate. point of diversion these diversions and releases shall be operated so as to adequately account for the proiper- amount of water needed to be physically available in 11 ie hZ:a.irinq fork drainage below said 1point, of diversion to allow for proper E drriin1 ,tr ation of this lal:art for augmentation. The rale of flow to be diverted at sal.1 a1ternate iaoifat of diversion sh;i11 iae no greater than the rate of flow of ti,.. v. ater measured :arid returned by Ai`l.alic-atal under its water rights in the Re incl rot k rir ;ritrcarle below lIu'ir points or diversion existing as of the state of this Decree. -These same provisions mid conditions shall apply with retard to the points of diversion of Applicant's water r•igills in the Parachute Cr eel. clrainacir, exc:elat that said raarzastrriaaci devices need net be Installed untll Denvver or Atlantic Richfield Company, or thie 1)1vision Engineer for Water Division No. 5 deem it ti"c:es ;ary for the proper administration of this plan for augmentation, provided that Applicant shall i.be so notified al least one operating season in advance. !t. The Court finds that by imposition of the conditiotns set forth in Para- graph 7 of these Findings, the plan for augmentation, 1nc..lcrc.ling exchange, proposed 30 . :fir iiliit'C ' /O I f` [ 093 l'y hiapIic.aint will not change the of the Colorado river or Its tribu- taries so as to cause material injury to other ownor users of vested water rights or decreed conditional water rights. 9. Thr Court find,, as as (natter of Iaydrologicaa1 and cleoloclical fact, that by virtue of the ralat'r;1LIOn of the pleas for augmentation, ent;ation, including exchange, proposed herein, Ilio 1. Evill lac' w;atr*r- available for the cir raaTnr.l waalnr ►vitlatfraawnls conloraalalaatect herein, aarid Haat no cath^1' vested vva14c'r- rights or decreed coraclitioriaal %vete,- rights will thereby be impaired. 10. Sirac;t' Applicant internis to use its wailer rights in the Roaring f=ork clraainaacle listed in Paragraph 3/\ of these Findings (except water diverted in accord - mice with Paragraph 7A (rl) of these Findings) only as an emergency reserve for • its ell shale r,iaeraatioras, and cions not intend to larnnnently remove from irrigation the lands it owns in Gal field County (described in Exhibit "A" attached hereto and incorporated herein lay this reference), which lands historically have been irrigated with said water right's, Af+lalicaarat has agreed that said hinds may continue to be assessed l.ay the Garfield e:c►cr lty assessor as irrigated lands until such time as said laancls may b: used for as p'.rr 11ose which produces a higher assessed valuation. ,'1l,ialic.ant. has fur-tht,r aac;r ; ;•dl that this agreement shall be Binding on its successors ira interest., ,!rid shall c.ranstitute a ceoveaaaarat running with title to said lands. 1 1. Applicant's w;ltor rights in the Roaring rorit and Parachute Creek drainages slrtall not be (ism! to irrigaate ;my lands other than those described in Exhibits "r'1" aaracl a"G" attached hereto, wlair_I1 lands historically have been irri- gated w1Ih,4vater riiverted put -slant to said water rights. CONCLUSIONS OF LAW The Court concludes, as 1 matter of law: 1. -i-he lapin for augmentation, including exchange, proposed herein by Applicant Is one contemplated by law, and if administered in accordance with -31-- • • the t:errrliiticrtas scat fttr th irr I'ar-:rrdr:iph 7 or the Findings herein, will riot cruse rn:ilr'rial injury to ,ar►y vested or decreed conditional water rights In the Colorado Rivet- or its tributaries. 2. the State Engineer may lawfully he required to administer the plan for :rtrcdo 'relation, including exchange, proposed 1ar_re111 in accordance with the tenets of this decree, in issue permits for construction or the wells contemplated herein, ;+ori ill tunes: or shortage not to curtail diversions through any or said wells, tri through Applit ant's exi tilrcj wall,, so long as OW conditions set forth in i'ar;t- graph 1 of the Findings irer-ein are compiled with. DECREE I I iC THEREI-ORE ORDERED, ADJUDGED AND DECREED:` 1. 'tate Wan for augmentation, including exchange, proposed herein is 1rterel.ty approved. 2. in order that Applicant's; water rights listed in Paragraphs 3A and 313 of the Findings herein may ire used In supplement Applicant's water- supply for lis all shale operations, said water rights are hereby nicrdified so that Applicant shall be permitted to: A. Change the use of its water rights in the Roaring Fork and Parachute Cteek drainages (listed in Paragraphs 3A and 313 of the Findings herein) to Industrial, retro berg, wining, refining, flower, domestic, and all other uses in connection ►with its oil shale operations, as alternative uses when said • rights are not used for irrigatiorn. f1. Divert pursuant to its water rights in tine Roaring Fork drainage (listed In Paragraph 3A of tine Findings herein) at lite intake of its "Pumping l'idarldrtc!" diversion facility on the Colorado River as an alternate point of diversion, and to transport said water through said pipeline to Parachute 32 - creek and its ti ii,trttiir ies for rant± in connection will' Applicant's oil shale operations, ars luflt+ v ; (i) moil rrtlre in Pat ;ulnae Creek Reservoir, to the extent of the historic ['re :tiniptivre ruse associated vritii saki vJolter ricllrls, with the right lo fill and r ofill said reservoir c.rrritirrtif'ir';ly NV111e said wvarler; [!i diver siort at the existirrcl points or divot- ilea of each of its water rights he tire. Parachute Creek drainage. (listed in i'arraclraph :311 of the Findings herein) and ritilir.atitirr in conjunction with or hi substitution for each of Saeid Parachute Creek rights for oil shale iitr[-lrease_s only; and (3) augmentation of each of its existing wells (listed in Paragraph 313 (3+1) of the Findings 1u'r-e_in), and future wells which may be constructed in the drainage of Par-acliute Creels anti its tributaries, so that diversions through said wells shell not he c-urtailec1 in ti'r'es of s)wortaye, so long as said plan for augmentation, incicrtlinj exchange, is administered in accordance with the teretes of the Decree herein. [ Divert ptrr-sumrl to its w;rter- rights in the Pachute Creek drainage (listed in Paragraph 313 of the Findings herein) at any of the following alter- nate paints of diversion: (I) the• existing point of divr.rsioei of each of its water rights listed in rio.ayrop1t 313 of the Findings herein; (2) ,- iclirional wells to lie constructed in the drainage of Parachute Creek and its tributaries; and (3) 'Ow intake_ of it "l'tonlaincl Pipeline" diversion facility on the Colorado *River, ns clescrilred ire Paraclr-arfr1 3C or the f=indings herein. U. Store water in Parachute Creek Reservoir pursuant to each or its water riglrls in the Parachute Ci eett drainage (listed in Paragraph 313 of the Findings • herein) , to the extern of the historic constrrrrl711ve use associated wvith said rights, with the rigiht to fill and refill said reservoir continuously v:itlr said water, ‘Vater wi11 Ln stored pursuant to those of said rights wvhicl, have points of 141111r,'1i ,3 IA( 396 diversiean downstream am traria the dam of Parachute Creels Reservoir by exchange • fro, t► 1'.ar .at:lttitea Creek .and its tributaries .a brave the Chilli of said i'arachute Creek Reservoir, or by diverting said water .at the intake of its "Pumping Pipeline" dive=rsion facility se, the C:Olorncfo River, anti transporting it through said I+alar liras to said Parachute Greek Reservoir. 1:. IZeinalacar_rnrl atits retrse return flows, if any, from its nil shale oper a- liens, including sewage effluent, to the extent of the historic constrrnptive use associated withs its water rights in the Roaring Fork and Parachute Creels drainages (listed in I'ariaclr.aplt=, :311 mid 313 of the Findings herein) after derl leas such carriage fosses resrallitrel from said r-eirnpotrndment and reuse as may he required I,y the Division Engineer for Water Division No. 5, not to exceed .05 per cent per mile; or to the extent of the augmentation ofParachute Creek by releases from 1'+arac:hulr_ Creek Reservoir, whichever Is greater. The State Ft -full -leer, the Division Laaglaaeer for Water Division No. 5 and their r(.present.ative s shall administer the plan for augmentation, including ex- change, approved herein in accordance with the following conditions: A. Diversions pursuant to Applicant's water rights in the Roaring 1"orae clra lraacl» 4listed in Paragraph 3A of the findings herein) at the intake of its er picas Pipeli,ia" ora the Colorado River- as an alternate point of cliversion shall be subject to 111e following limitations: )i 1) Such diversions shall be made only (luring the period Apt -ii 1 through September 30 of each year. (2) Such cliversiuns shall be made only at tunes when said water rights are rI in priority and water is physically available at their Iwistoric points of diversion, and tate amounts or such diversions shall be 111111ted to the amounts available at said historic points of diversion. (3) The total amount of such diversions shall not in any year exceed 1157-,6 acre feet, less such estimated carriage losses between the historic points of diversion of said water rights and the intake or Applicant's • 76 :397 "Pumping Pip('lime" asmaybe required by tate Di�v1isi n Engineer for Water t)ivision No, , but not to exceed! 2J :acre feet. During years when those of Applicant's %% cater rights 111 the iioaring f=ork drainage valaic:h historically have been used for irrigaation of its lands describes! in Exhibit "A" attached hereto (the historic average annual consump- tive trse arssociatecl with said water rights is 063.5 acre feet) are diverted prior- tr, June 30 for ir-r-igaation of said larl(iS, t}1e amount of water which it shall i)e entitled to divert at said alternate point of diversion shall be reduced In the amount of a. 1 acre feet for each clay beginning on April 15 through the day on which such diversions for irrigation of said lands cease, (rI) IJtrrirasl years wlrr'n such diversions are made only pursuant to Alppll- cant's water rights historically used to irrigate the Ands described 4110 in Paragraph 'JA (1), (2) and (3) of the Findings herein, the total amount of such diversions shall not exceed 289..1 acre feet, less such estimated carriage losses between the iiistraric points of diversion of saaid %valor- rights and 11te intake of Applicant's "Planning Pipeline" as may Ii required by the Division Engineer- for Water Division ,.',. 5,but not to exceed 7 acre feet. During years when said water rights are diverted prior to June 30 for irrigation of Applicant's lands in the Roaring Fork drainage described in E=xhibit "A" attached hereto, the amount of water which it shall be entitled to divert at said alternate point of diversion version shall be reduced in the amount of 1.9 acre feet for each day beginning on April 15 through the day on which such diver- s'lons for irrigation of said lands cense. (5) During times of such diversions, Applicant shall cause a "call" to be placed by its water rights in the Roaring rork drainage at the historic points of diversion of said rights for an amount sufficient to produce the amount of said decreed rights, and no call shall be placed save as to those water rights in the. Roaring cork drainage against which a call historically could have been placed. - 35_ iAJ t3. Diversions pursuant to Applicant's water rights in the Parachute Creek drainage (listed irr Paragraph 313 of the Findings (herein) al any of the alternate points- of diversion set forth in Paragraph 2C of this -Decree shall be subject to the following lirrritations: (1) Such diversions pursuant to said water rights, except for Applicant's five wells (listed in Paragraph 313 (3ri) of the f=indings herein) , anti additional %ve11s whit lr may be constructed in the drainage of Parachute Creek and it'; tributaries, shall lir, made only € uring the iheriod /April 15 through Oc.tolaer 31 of € c.h year. (7.) Such diversions shall be made only at tithes when said water rights are in priority and water is physically available at their historic points of diversion; and the amounts of such diversions shall be limited to the amounts available at said historic points of diversion. (3) -1-the total consumptive use resulting from such diversions shall not in any year exceed 1395,9 acre fe-et. (rl) During threes of such diversion,, Applicant Shall cause a "call" to be placed by its water rights in the Parachute Creels drainage at the historic: Ihrriirtts of diversion of said rights for an amount sufficient tet prodt(ce the amount of said decreed rights, and no call shall be placed save as to those water rights in the Parachute Creek'dralnage against which a call historically could have been placed. C. The storage of water in Parachute Creek Reservoir pursuant to Appli- cant's Parachute Creek water rights (listed in Paragraph 313 of the Findings herein) which historically have been used for irrigation shall be subject to the following litrritations (1) Strcit storage shall occur only during the period April 15 through October 31 of each year. (7) Such storage shall occur only at times when said water- rights are in priority and shall not exceed the amount of water which is plhysically available at the historic points of diversion of said water rights. (3) The total amount of such storage shall not in any year exceed 1395.9 acre feet. D. (1) At limes wherh water is diverted Istrr'suant to Applicant's ►vater 3 f, — 1• t,: ',' f/ 0 i ti t 41;a" Jr rights in the 'Roaring Fork drainage at its "Pumpiracg Pipeline" alternate point of diversion for use in connection with its oil shale operrations, the lands cawnect by Applicant described in Exhibit "A" attached Hereto and int :orlinri(r 1 11011'111 11y this r•cfr:rc1nce Shull be removed from it I iclfation with s1.it:t tv.Ilt:r. AtaiiIIcrint shall not be required to remove any IHh1 lima of saki lands from i" I irp:atit►It when'water Is diverted at its ►"i'trmrrlaincl i'il,riirar" alternate poiart of diversion in accordance with Paragraph app 3/i (11) of this 1)et t re. (7) [.luring years when all of Applicant's water- rights in the Parachute Creel( arI naij (listed II) Paragraph 313 raf the rind rigs herein) are used in connection with its oil siaale operations, the lands owned by Appli- cant dcscrll_aed in Exhibit "C" attached hereto and incorporated herein by this reference shall be removed from irrigation I,)y such water. E. Except for water diverted in accordance with Paragraph 3A ("r) of this Decree, Applicant shall use its water rights in the Roaring f=ork drainage (listed in Paragraph 3A of the Findings herein) in connection with its oil shale operations only at tinges when its other sources r,f v:.:ter• supply for said operations are inadequate. Said water rights in the Roaring Fort( drainage shall not be used to irrigate any 1 of Applicant's historically irrigated lands in the Parachute Creek drain - ago. (raid lands are described In Exhibit a"C" attached hereto.) F. (I) Applicant shall notify the t)1vision Engineer for Water Division iho. 5 on or before June 30 of each year whether It will be necessary t to use its water rights in the Roaring Fork drainage to supplement its ivater st ppiy for its oil ;shale operations. Applicant shall not he per- tained to rescanae the irrigation of its lands In the Roaring Fork drain- age in any year in wairich said water rights have been utilized in connec- tion with its oil shale operations. in any year in which Applicant determines -37_ Rout. /1 7f3 FAr r =700 It wI11 he necessary to utilize its water rights in the Roaring Pork drainage to supplement its water supply for its oil shale operations, ail of said water rights, except water- diverted in accordance with Paragraph 311 (II) of this Decree, shall be used for said purposes. (7) Applicant shall notify the Division Engineer for Water Division No. 5 on or before April 15 of each year whether it will be necessary to use all or a ire►r tion of its Garter rights in tine Parachr.rte Creek drainage to supplement its %vaaler- Sir; ply for Its ni1 shale operations. in the event applicant smelts to utilize only n portion of said right, for Its oil shale operations, utero Applicant shall designate the water rights to be with- drawn h Herr 11 r-igatiota of lands, and the Applicant shall be entitled to credit for Ilse quantities of water set forth in Table 1 attached hereto. Par-tiaal discontinuance of irrigattion shall ret .air -e that all lands under any single ditch identified in said Table shall not be irrigated in that yr'al1". ( 1) 1 is urcler (n pernai t vii thxlrraw<als throttgla Appl1c mt's existing wells (listed ira Paragraph 311 (3r1) of the IAlticllnJs herein), and additional welts v:Iric.la may be constructed In the drainage of Parachute Cr eels and it,: 11 ilrrrlari«s, in Recoil -dame with Paragraphs 211 (3) and 2C (1) and (2) of this Decree, water shall be released to Parachute Creek from Parachute Creek Reservoir, from the "Pumping Pipeline", or from other sources, to the extent of withdrawals through said wells, as necessary to meet valid calls by water- rights 1iavincl priority crates senior to said wells, (2)'Said additional wells which may be constructed In the drainage of aaracaaute Creek or its tributaries shall be located on patented lands now owned by Applicant as 511 w on Applicant's Exhibit "D" admitted Into evidence herein. The aggregate yield from said additional wells 'shall not exceed 1©00 gallons icer, minute . 38 -- Iiullrr.4, 13 r.Au .".D 1 ll. In order to err tare tliit the changes In use and points of diversion • permitted by the pl.rir Fcri- augmentation, including exchange, approved herein velli nal change the regimen of tiie Colorado Inver- err its tributaries in such a way as to rause material injury to other appropriators: (1) During years when water is diverted at 11n tic::ant's "Punipirng Pipeline" alternate point of diversion pursuant to its water rights in the Roaring Fork rlr ain.UJr• (listed in Paragraph 3A of the Findings Herein), other than coater so diverted hi ac( or -dance with Paragraph 3A ('1) of this 1) crr e, Applicant shall cirri incl the irrnrrth of October of suc:li years release lo the Colorado River u1) to 33. 1 acre feet or water. (2) During years when Applicant's water rights in the Parachute Creek drainage listed in Paragraph 313 of the f=indings litrein are used in connection with its oil shale operations, Applicant shall during the month of October of such years release to the Colorado River- up to 77. /l acre Meet of water. (3) The above -referenced releases shall be required only if there are in effect during such times valid calls determined by the Division Uncliriei r- for 1?iter Division No. 5 to result from the changes • in use and 1joints of diversion permitted by the plan for augmentation approved herein. 1. In order to facilitate the administration of the Man for augrntation, ir1 1uclirig exchange, approved hin, Applicant shall install measuring devfcet approved by the Division Engineer for Water Division No. 5 or his representative at each point of diversion and alternate point of diversioin to be utilized pursuant to said plan. Measuring devices shall be installed at the points of diversion of its water rights In the Roaring l"ork drainage in order to measure both diversions Into the heackgales and releases back to the river, and when Applicant is diverting at its "Pumping Pipeline" 39 • • alternate point of diversion these di verski►is and releases shali b® eperetet.t soils ler artleclriaiteiy account for the proper aniotirit of water needed to he physit.ailly arvarilar'..r1e in the Roaring I'm -k driiriaige below said points of diversion to arllow for proper- administration of this plan for augmentation. The rate of flow to 1+e diverted at said alternate point of diversion shall be no greater tliari the raite of flow of Ilie water- measured cl returned by Appli- cant i_nider its water rights in the Roaring Fork drainage below their points of cfive.r-siori existirict ars of the date of this Decree, Tliese same provisions and c-oriditions shall apply with regard to the points of diversion of Applicant's water rights iri the i'ararchute Creek drainaige, except than said measuring devices need not be installed until Denver or Atlantic Richfield Company, or the Division Engineer- for Water Division No. 5 deem it necessary for the lir-eper actniinistration of this Wan for augmentation, provlctecl that Applicant shall be so notified at least one operating season in advance. it is hereby decreed that pursuant to the imposition of the conditions set for-tii herein, tate olierailiorr of the plain for a rtigmeritation, including exchange,. approved herein will not r_aruse niateriail inJtrr•y to the owners or users of vested waiter r-ic,hts or decreed conditional water rights iri the Colorado River or Its trib- utaries. r 5. 11 is hereby decreed that as a matter of hydrological end geological fact, by virtue of the operation or the plan for augmentation, Including exchange, approved lie reiri,lher-e will be %vater- available for the ground water withdrawals contemplated herein, end that no material injury to vested or decreed conditional wader- rictiits, in the Colorado River or its tributaries will result therefrom. Accord- ingly, the State Engineer in the processing of applications for permits to construct wells In the drainage of Parachute Creels and its tributaries and to utilize water tlrnrefrorri in connection with Applicant's oil shade operations, shall recognize the existence. of the piaci for augmentation, including exchange, approver) herein, end shalt not deny permits for such wells. Nor Shall tiie Division Engineer for Water iDivision No. 5 or Iiis representatives iri times of shortage curtail diversions through such welts, or through Applicant's existing wells (listed in Paragraph 110 - • • • I,iiu i?;3 Rix z7.03 3U (310 or the Findings herein), , so long acs said plan for augmentation, including exclaaantlr, is heiray administered in accordance With the terms of Il is Decree, and the conditicons set Icor th iri Paragraph 3 of this Decree, are complied with. G. The lands owned by Applicant in Garfield County, described in Exhibit "A" attached hereto and irncorporaated herein by this reference, shall continue to be tIssOsSecl by the Cal -field County assessor as Irrigated lands until such time as said (ands may be used for a purlactse which produces a higher assessed valuation. T -Itis provision shah he binding upon Applicant's successors In Interest, and shall constitute a c.overaarat r tanning %vitla title to said ioncls.Applicarit shall cause this Decree, including the l xhibits attached hereto, to be placed of record in the office or the County Clerk and Recorder of Garfield County, Colorado. 7. Applicant's water rights in the itoar•ing Fork drainage (listed in Para - no ,aiali 1A ref lie. Findings herein) and in tine Parachute Creek drainage (listed in t' at'argraph 313 or the Findings herein) shall not be used to irrigate any Iaruis other llr:arr those described ire 1.=xhibits "A" and °'C" attached hereto, which lands hlstor- I(:ally have been irrigated with rvaater diverted pursuant to said water- rights. DAT Ela this _/12-.4 clay of . `f 1975. BY •TIE COURT: r ,; , r. !, "l• X 1.113 r I'1 i I.1 ) (:(a! °1'l'4' "111. CO P Aa �► �, rs ljM',:c, • Water Judge Water Division No. S State of CoInr•nctn -a11- • Itvw . 7'3 no '1. Ufa LXIII8Ii "Arr iltltIGA t t:13 LAMY.; U`VNf_1) 11Y UNION (SII. COMPANY 01: CALIFt)UNIll IN 111t. ROARING 1-c)RK 1tIVVIt DRAINAGE A. Sanders it.rrtch (Irrigated with water from the elenwvoocJ Ditch and the Stalon Ditch.) Said irr-igalrtei teerrc_i:, c tHllpria all ur portions of: 1 nt 31 of Section 1, I_nts 1, 10,• 11, 17, 10 acid 25 of Section 12, ;Hi ira Township 75, Range 113 W of the (ill1 P.M. m111 Lots 3, it, ry, G, 7, 8 and 9 or Section 7, Lots 1, 2, 3, rl, G, 7 and 9 or Section 18, all In rriwrrslril, 7S, Range 08W or the Gth P.M. All in Gar -field County, Colorado, currtprisirng 2110 acres, more or less. 11. Coryc*II Ranch (1 rr igated with water from the Southard -Cavanaugh ditch arid Kalser-Sievers Ditch.) 411/ Said irrigated lands comprise all" or- portions of: Lots 1, 2, 8, 9, to, 11, 17., 13 and 19 of Section 29 and Lots 12 and 13 of Se&tion 28, all its Township 7S, Range 88V/ of the 61.11 P.M. All in Garfield County, Colorado, comprising 1.50 acres, more or less. C. lr`lulfsoltrt Ranch (irrigated with water from the Atkinson Canal.) t Said irrigated lands comprise all or portions of: the NE j of the ;Nr the S1=4- of the I.1i:4 and the NW of the NES of Section 8, the Sr:i of the SEA of Section 6, the W of the NW1 (also known as Lot 7 and the SW; of the tJW) of Section 9 and the Si of the S# of Section 5, all in Township 65, Range 89W or turn= Gth P.M. All `in Garfield County, Colorado, comprising 03 acres, .snore or less • • IIUI "r,' 16 rM, 105 UXIIIUI`C c'1}ar LAN()': II.1 U()A1!1N( 1ORZ1(. }OVER DRAINAGE 1-C)1 t41 lii_Y IlittIC.A 1.1 D WITH 11 \' f1l.ft 1tIGI1 i'!; OWNED ItY L1111()t-1 011. COMPANY 01= CALIFORNIA, AND PERMANENTLY TI,Y REMOVED FROM IRRIGATION A. 1.ins all Ranch (Formerly irrigated with water from the Rockford Ditch.) Staid formerly irrigated lands ccarraffise :all or portions of: Lots !i;Ind 12 of Section 311 and (.crt' II .aracl 9 of Section 3.1, all in Township 75, Ramie 1111W of the Gt}a P.M. All in Garfield County, Colorado, comprising GO zrcres, more or less. t . Saraclers Ranch (Formerly irrigated with water from the Glenwood ❑itch and the Staton Ditch.) • 5zsid formerly irrigated 1ands cornpr-ise portions of: Lots 1 and 7 of Section 10 and Los II, fa, 7 and 9 of Section 7, :all in Township 75, itaarnge 118V of the Citi, P.M. Ali in Gsarf:eld County, Colorado, comprising 20 nacres, more or less. C:. \Vulfsohn flench (Formerly irrigated with water from the Atkinson Canal.) Said krrtaerly 1 /rigatecl lairds comprise poi tions of: the WI of the NW (also known as Lot 7 and the 5W of the NV/Z) of Section 9, the NE4 of the NI of S`.ctiora 8, panel the S) of the S# of Section 5, and the Sl -iv of the 5E41 of :Section (., all in Township GS. Range 89V/ of tyre. 6t1a P.M. All in Garfield County. Colorado, coma}arising /8 ncrel, more or l►fss. • ltillN/1- 76' F4;{.406 I.XllIItll' "c" IRRIGATE') LANDS (flVNEli IJY OINI()1'1 OIL COMPANY OF CALIFORNIA II°1 -i i it: PARACHUTE ri cm:EK unA1NAC;1: Parachute Ditch Said it l itJaate(1 lands comprise:. all or portions of: - the NGV (also kiinwra as Lots 3, 11 and the 5; of the mV;) of Svctiola 2, Iwo the NEA (;also kiuiw11 DS LOIS 1, 2 and the S. of thn 1,11:4) of Section 3, all. in '1`ov/re ship 7S, flange 9 1AV crf the Gth P.M. A 11 1n Garfield County, Colorado, comprising 67 acres, more Or. ir_ss. Viewey titch Salcl irr•igatecd lands comprise ai1 or portions of: the NI (also known as .l_nt. 1, 2, 3 and ri) of Section 7, and the NI of the Nle,; (also known ais Lots 1, 2 and the Ss of the NE) of Se'.:tlnn 3, all in Tcr'.vriship 7S, Range 96W of the 64ii P.M.; and the 5 err t1io SF:,, (r;isc) IttIOW1i ai5 I.r,ts 13 and 111) and the F of the SAV (aaiso known ai:, Lot 12) of S' lion 311, ;:rrcl til? SW4 of the SW (also knnv,n ;is Lot 1:1) of _`+ecticrli 35, all In 'Township GS, rtaracle 96.7 c,1 the Gth i'.flt, All 111 Cnrriold C:ntrrity, C;rric,r or',,, comprising 163 acres, Inor-e or less. Low Cost Ditch '•-ic1 irr ii; ;:•:cd lands cora prise all or portions of: of the _`3 i (also known as Lot 0) , thr* SVr' (Also krio, i i as Lots 9, 10, 11 and 17) aracl the Tti':; (i1sc, krio':ria a, Lots I, 2, 3 and 11) of Section 311, the NT=;',- of the `_',i (also known as Lot 6), the t'!W(;also Imowri as Lots 1, 2, 5 and the 5174 of tie NE;;), and the i'i'r"d (also known as lots 3 and 11, the NWel of the I'11V4 and the SE& of the MVO of Section 33 avid the Si of the Sl. (also known as Lots 17 and 13) aaricl the SW (also known as Lots 9, 10, 11 ,rid the WA of the SW,1) of Section 70, all i•r;a 'Township GS, Range 96W of the 61h P.M. All iii Garfield Comity, Colorado, comprising 312 acres, more or less. 1 • bliui.11 3 r,4'107 i X111!11"[' r'tfar (Corrtlrrtmc11 13errson-Ilarnett 1)itc:h S;ricl irrigated l.irrd comprise a portion or: the MI! of the NW (also known iv; Lot rt) of Section 9, in I`cawnship 65, Range. 96W of the Gilt P.M. in Garfieid County, Colorado, comprising 2 acres, more or less.. Graniee Ditch Said irrigated lands comprise portions of: the WI of the' \V; (also known as Lots t$. 11, 12 and the S%'!:; of the N'I) of Section 9 rrract the SM. of the NW, and the NW1 of the spy; of Sec_ticirr 1I, all in Township (;S, Range 96W of the 6th P.M. All in Garfield County, Colorado, comprising 20 :acres, more or less. P. L.R. Ditch Said irrigated iands comprise n portion of: the SEa of Section 30, in Township 55, Rango 95W of the 6th P.M. in Garfield County, Colorado, comprising 10 acres, more e'- less. East rork Ditch Said irrigated iancls corninr-Ise a portion of: the S;'14 of the. SV/ (also known as Lots 13 and til) of Secliori 3ti end (ie NWY of the NW 4 (also known as Lots 2 incl 3) of Svctiorr 31, all in Tu.vriship 55, flange 9 :V of the 6th P.M. In Garfield County, . Colorado, comprising 10 acres, more or less. West =uric Ditch and Davenport Ditch Said irrigated lands comprise all or portions of: title NE i of the NEI or Section 36, and the S114 (also known as Tract 37, Lot 6 of the SIV.4 of the SE4) of Section 25, all in Township 55, Range 96W or the Gth F' . M . and tiro NW; of the NW.4 (i1sr, known as Lots 2 find 3) of Section 31, and the WI of the SW4 (also known as Lots 9, 10, 13 ;and Irl) of section 30, all in Township 55, Range 95W of the Gth P.M. All In Garfield County, Colorado, comprising 98 acres, more or less. • • ! : IJ d 1_?(111111 i e,Lee (C:r,�tll��,��•,11 ld;e Dere Ditch Said irrigated !ands comprise portions of: the '+►'s of 111%! 11't (also known as Lots 2, ;t, tt, 5, 9, 10, 13 and 10),of Section :1U, iaa Township SS, flange 95W of the fitlt P.M.; and 1 r;at:t :11 of St•ctlora 2S, in Township 5S, 12tarttlr: 96%V of the Gtlt P.M. 1111 in Gar field County, Colorado, co11tI]rkiIu; 12 acre's, more or ic55. C.C.D. Ditch • ';:aid irrigated lands t:etlralkl ise portions of: the hNWi of the NW (also known as Lots 7 and 3) of !.;e.rtiort 30, mid t11er BVI (;a1 .o known as Lots 1, 2, 3, +I, 5, G, 7, lt, 9, 10,11 and 17.) of Section 19, all in Township 5S, ilange 95W of Ilan Gtlt P.M. All in Garfield County, Colorado, comprising 11 acres, more or less. • Charley Dere Ditch Said irrigated Iarids comprise 1ar)r t1ons of: the W; of th9 Nvit (also known ars Lots 2, 3 11 and 5) of Section 19, all in Township !S, Range 9!iW of the Gtit 1'.N1. in Gar fieicl County, Colorado, comprising 10 acres, more or less. 1 • 11 . rl AAf f+! •1 (1 ,-• 0 tl 1 11 fr fl t+ .n 1111 fD n t. 1J J • It p n 1: 1'+ Ir Ir •.. 0 13 • c • /r f n 12 !f rrf; - • n f' r n ▪ 11 Ef,our;476 tAlk _1.09 +1 10 11 11 10 t .r 11 0 a • f r. Ft M 11 1 ` 0ItIl )t/ 1., I1. 11 f�' N is l f} •� tr 1 • �- Q 1! n "< 0�F 0 •< ••1 0 y dd If I n 11 n ar1 1 Ir t• t.l X f+ C eT '1 11 14 N tl f7 0 .4 ff or t• ti r1 1:-. r. 1- • rI (s N Fa b14.5 a 0 b N a 1f Iw 4 n 1 4 ' VI l M 0. A, CA to. T wfl r-. n 0 a Co 0 0 0 A 4 -• o. J Ca b W ' R >•• 12A. 1 • N N fD t+ o• of a a a u 0 0 •1 014 C a 11 n 0 y Y !' 7 1- 1. W •r L' t.r L-. 4.? la VI ta 1I 11 CP 0 r1 tl t: -- .- d 1.! 0 0 a 10 t1 71 11 i • • • •• • 4, 1 F. ✓ 1- rr . 0 a la 1 . a a a 0 0 0 o a rf 0 eD ' 1 1 11 •N 1-• Il G ` `F L7 . 11 0 f) tn•tl 1. O O a a 0 a a •/J 1+ A fl to rt .7 r'• ►• CO 1.1 a •. o - 0 • 4 ▪ 14 N 0 11 7• 0 a r Il a 4 1-• 1- N w 4 L. 44 r* 11 el It p v1n •1. a • N • a • 0 c. 10 8f 0 • `1 11 •U f 11 ft • • • • • 7 4 - • tt Y • • N • Ir • tn 1 • AUGMENTATION PLAN • • � AMERICAN SODA, LLP Environmental Health arc rctery Mcncge -rccn u; e. Tuesday, Acril 13, 2004 ENV 84.04 Alar Mcrreiicrc Division Engineer Division 5 Water Resources 96 50633 '.;5 -Highway f�&2d Glenwcoc Springs. Colorado 81601 Deer Alan: :,rec- _re .-r} 23w =2- rrc7c:-y-eec.rc , Re: 2004 Water &Lggrr.er'r(2.7 The following is American :n Soda's 2004 Water ,Augmentation Plan. Paragraph 30 of Decree 99CW300 states P :r :graph 3.=.01) (cages 37) of ;he Decree W-.206 s nerecy entirely replaced and supercected cy the following term end condition: Because the lands historically irrigated by the subject Roaring Forte River drainage rignts neve been token out of crocucticn. said rights wll! ve decicated `c use under the suclect veer supply and augmentation plan each year. No furher notice of the intent to use the rignts for these aurccses is required. Even though there is no requirement of notice to use these rignts, 1 cm listing them as ccr, of our augmentation plan since other water rignts are also used Mo fulriil the total clan and fiere Might ce confusion as to whether adequate rignts were available -c meet our needs when one reviews the plan. This is American Soda's notice to the Division Engineer ncat we plan to use the following 'Wager Rights'. to augment water diversions for use in our operations during the year 2004. When the wcter rign is are in priority cnd physically cvcilabie. beP Wer Acril 15 and September 30 the Pumping Pipeline and Parachute Wells diversions will be c:. n-enrec by the Roaring a C r y s: 3. ._ ... _ ?' w v. !' a r a z e • • �r- y �. Y'' 2 _ _ it . r I v �U. .... .. � �vT �rvrr .�j.l .r.A V 31e�+c /gy-h p /4 n 1 e Co crccc 3uerweer .=ec- --cer 30 ort Cc -cc er 31 ? ie7rrr cir' .r'C��r�E :no Pcrcc� �u a IYeIIs :iversici s Nill c e J =-..'".v The Pcrccrur e Creek :rc9r'.cge Rici rs :ycir°sr ory ,jericr :cwr 3rryr ^' Ccil ;r -rc:n e cf `he Coicrccc river. 3er`Ne .r- Agri arc Oc-ccer 31 Ire fumpirg ??ceiir,e cnd ?crccnure Weds civersicr°s'NIU te cugrrer-fec Cgcirsr "cool c tls cr, ?crccr ute Creek v -he ?crccrure Creek Drcircge Rigr;s. When cr'c f -"e Rccrirg =ork River Grcincge ,<igr Ts Cr the Pcrcchure Creek Crcincge Rights cre our of cncr: ,, nor onysicclly cvci ccie cr :cequcte, cnC at Imes of rr'e yecr ^rrer April 15-hrcugn Ocrccer 31 the Pumping Pipeline and Pcrccnure, Wells oiversicrs Aviil tie cucrr errec ;;y reiecses from WcifcrC Mcunrcin Reservoir oro/cr irueci Reservcir L.rsucrr rc Americo Scec's Connects with the Ccicrcce River'NCrer Ccrservc^cn Prcjec-ec Ncrer lscge ori reptccerrerlrs ore wncwn or Exnibit .A -c rhis eir er. %flcr tr v CCorsurrcrive Use A.rciysss or Rccrirg roar :no Pcrccrure :rcincge . icrrs or 3rowr r Cr` Exric:t 3 to -Ns 'eller. if you r wuire more informcricn oiecse compo+ me cr 970-285-0407, cinc3re 9.JAS/1/\__ Code' `:ivircrr"entck Health cnc Scfary Mcrcger CIbcrlie '(ores Chris Coyle Terry Scrterfieid Scor Bolcom Rick Pcrscr's Cove Merril r Jim Lemon 3111 9lckes&ee Lorry Gecfcr • EXIIIIIii A Amei ican Soda Demands and Depletions Iii 1he Colorado, Rivet Basin Water Year 2003 • Meadow Wells Pumpinu Pipeline Domestic t .lsL . Total Tula 1 Dale liov, 20(Ti fier,772 655 1 it ilk A i5 1,512,000 i oi55,565 MIL khlt LIAM'S iit ;I t: feul :11 0 ----166----- !pilloi lb _104,300 - 1 h,-7,-)66 153,500 1 (7,01H1 186,201) 105,005 190,006 , ls I t ft It:1 11 5 0 !i') ---. Ct I (.0c ft) -0 05 --(5Joi)7 Demand 33.7 (ac -ft) Cli(ac-11) 33 (3 21 ,I 29 4 21 4.6 217 91;a1,576 --_ 5,715273;1 —21.5 lan, 2001 3,189,000 9 8 6,407,512 _197 0 47 005 30 Fel), 2004 M,iT, 2001 9,409,505 6,666,944 6.666.944 20 0 0 0 53 ' _. 0 05 0.05 29 5 20.5 0 0 0.51 21.1 Apr, 2004 5,550,000 17 0 0 0.57 0 05 , 176 17.5 22 :,' 1 i 18 5 yay, 2004 7,005,000 21.5 0 (3 0 58 0 57 0.00 ._. 0 06 22.1 Jltut. 2004 6,856,000 6,250,000 21 0 0 156,000 21 6 Jul, 2004 19.2 0 0 179,656 1(35,000 125.006 1050 ,000 1) 55 0 (35 0 05 — 004 __ 0 03 19 819 Ati9, 2004 5,890,000 18.1 0 0 () 51 0 30 _ _ 0 :32 18.6 Sep, 2004 01.1, 2004 5,003,000 154 (3 0 1.5- 8 15 7 15 2 4,890,00 15 0 0 15 3 Total 63 712 049 . . 195.5 , 21,151,610 64 g 1,985,100 6 09 0 59 266 6 2(35.1 • • • EXHIBIT 11 MON 1'111X r' 11NSIIi1111'I 11 1!: IUSIr. FO1t CASE NO. W-2206 IVtriel It1g111 1((1A1111I(1 FORK l'tiusuurplive llse (acre -lee!) 1111 111x} 1ttt1 I+r1 Aug Sep li•:01,01141111 6rlul (.v0,00111'10( 1 11 2 1 2.1.21 11 21 26 10 1 1-R 1 '0.11..41 l 11 18 2.65_ .1_98 2 1111 0 00 :111.111".6111 jj I12ll %I.10 '1061 11.91 15 16 11.11 Al' !.1 11 2 58 1 148. 63 (I 27.2 PARA(111111i 0 Oil 1 Ira Apt May .luu Jul At% Sep 1 u1 a1 109 8 1(1 11 111:1_ 262.9 Tut al 51 11 17'22 CI 10 1.01 1 11 14I 101 11 98 80 121 62 102.06 51.15 17.16 469 5 111 12 167.92 1.58.71 71.61 21 12 032 6 (1 80 1.01 11 88 0 46 II 1 1 41 8tlll 111 13 885 460 1.12 µ 11)0 111 211 50 03 -I 1 _ 11 _ 22 54 6 '16 19 171 0! 1 11 2 95 1.51 0.44 1 1 lr 2 �1/ 1'11 2615- -1.53 044 i s+I 1.(17 1.38 1 18 061 0.18 2 6731 295 1.51 (1.14 11 0 289 0 166 2 (01 8 157.6 49 7 1380 1 1 t1 i'Al. I=(111. ALI. 10 I (.'11115 528 1088 311 1 442 1 161 8 18.1.7 49.7 16.13 2 1 -.ties: Ivle,ntllly ('11 bused 4)11 iili8lrliull seasull cJet:lee11 1141 1(oat irrg Folk (V15-9/30)111141 1'alaellutc ('tcck (4115.10131) \yalel tiullis 11t W-2206 S(attt Diull o1u111111Iy ('(1 111c.11l61es a tctki il11I1 1,l 1 1 111 .11 1,i ('11 ;keit:e11 1111 a rll;u4etl1L((iuu ul c'u(yrnll Ponds in 90('1V 1 So ,11.1.,1•011, Y`4 Yf 1U6I t•LiLu U.11 7W. 1'#aliAr, 11 vt 11, r 111.1 I �....�y. • WATER CONTRACT • I 17,4+ t.+Ll r LEAVENWORTH 34 KARP. P.C. ATTOR`EYS .kr LAW LOY:kL EL .ILNWORTH SANDER N KARP J.. It? � %%-c\WOR 1. :R_ DAVID C. 2i.AL. FORD GREGORY I ci.ALL DAVID H. McCL7NAUGHY SUSAN W LkATSCH JAMES S. VEL JULIE C. 3EiQI,'IST JOSLYN V WOOD NICOLE D. GARRLMONE ROBERT 3. REICH Mr. Kurt Nielsen, General Manager American Soda, LLP 17 County Road 215 Parachute, CO 81635 7.? 'i DR_V'•VE;R YN CGr, F csrmrie 971)1-)r45.7-7 L:iiavciriSoprrs. ,c: June 12, 2001 V 7-E ,.E...40CENTRE 31:12,I:.G .:...TCT_ DENVER.. C.)L.OR.iuO ?I) .eiepnoriM. : tmrie: 02-) s2.5-:497 ''Merase direr: id ,:orrernondence ^a uur Glenwood Sorr+r;s O1frce, RE: AMERICAN SODA. LLP `y+'\TER Si_PoLYCO TR. C _=CW)1005 Dear Mr. Nielsen: ku I 1. SQ/ I am enclosing for your records an original of the fully executed Water Supply Contract between .American Soda.. LLP and the Colorado River Water Conservation District's Enterprise. The total sum of 563.000.00. being S105.00 for each acre toot of 600 acre feet or -Colorado River Supply. is now due for the First Cult Project Year July 2001 through June 2002. That amount. as revised for changes in O&M charges, will be due on or before each subsequent April V for the next upcoming Project Year. and the River District's staff will invoice you as a reminder. Please contact Cheryl Dunlap. the River District accountant, with any payment or billing questions you might have. Her phone number is 945-8522. The River District appreciates the opportunity to provide water supply for your operations. Congratulations on your recent '-grand opening." Very truly yours. LE AVENWORTH & KARP. P.C. David C. Hanford DCH:eg Enclosure cc: Scott Balcomb, Esq.. w enc. Dave Merritt Nwo enc. Cheryl Dunlap w o enc. • #CW01 011E WATER SUPPLY CONTRACT Phis Contract is made between the Colorado River Water Conservation District +' herein the "River District"). a political subdivision of the State of Colorado acting by and through its Colorado River Water Projects Enterprise. and American Soda. LLP (herein "Contractor", effective as of the date of the River District's execution hereof indicated below. Recitals A. The River District is authorized to contract to deliver water for beneficial use from River District water projects pursuant to provisions of C.R.S. ;4 3746-101. et sea.. +`herein 'River District Organic Act"). 8. The River District is the owner and operator of the Wolford Mountain Reservoir Project located on the Muddy Creek drainage near Kremrnlins. Colorado. having obtained necessary decrees from the District Court in and for Colorado Water Division No. 5 + herein "Water Court and permits from governmental agencies. and the River District is entitled to deliveries of water from Ruedi Reservoir under its Contracts with the LS. Bureau of Reclamation. C. The River District's Board of Directors has adopted a Water Marketing Policy as revised on January IL 2001. to provide for the use of water available from the River District's sources of supply pursuant to contracts. and that Water Marketing Policy is to be implemented through the River District's Water Projects Enterprise. D. Contractor has a need for wholesale water supply. demonstrated in its submittals to rhe River District pursuant to the Water Marketing Policy's contracting process. in the amount of 600 acre feet annually for municipal and industrial purposes which beneficial uses will be accomplished by Contractor generally in the vicinity of Parachute by diversions from or within the Colorado River drainage. E. Contractor has reviewed the Water :Marketing Policy and is aware of the "Hydrology Assumptions" which are part of that Policy and is satisfied. based on its review and investigations. that Contractor legally and physically can make use for its intended purposes of the Contracted Water which is the subject of this Contract and that such use will comply with the Water:Iarketing Policy and the Project's permits and decrees. • In this Contract certain terms will have dean tions .is Mated beicw: • The "River District" means the Colorado River LZater Conservation District created and existing pursuant to the River District Organic .pct defined in Recital No. 1 and acting by and through its Colorado River Water Projects Enterprise which is currently described and memorialized in the Resolution of the Colorado River Water Conservation District's Board of Directors dated January l,. 2001. • The "Projects means the River District's "Colorado River Supply'. from 1 r Wolford !Mountain Reservoir. for which storage water right decrees were obtained by the River District in Cases No. 3 7 CW:83.. 95CW~31.and 98CW -3 7 District Court for Colorado Water Division No. 5. and for which additional storage water right decrees may be obtained in the future by the River District in other cases: and i 2 the River District's contractual right to water deliveries from Ruedi Reservoir. • "Agricultural" means the use of water for commercial production of agricultural crops and livestock and other uses consistent with any right decreed for irrigation purposes. which uses are made on a parcel of land of at least ten acres. • "Municipal and Industrial" means the use of water by individuals. cities. towns. public or quasi -public districts. private corporations. homeowners associations. or other entities for domestic. municipal. and miscellaneous related purposes as those terms are traditionally and commonly construed. including the use of water for purposes of producing or processing a nonagriculturai product or service for sale. including without limitations. such uses as manufacturing. mining. milling. land reclamation. golf course irrigation. snowmaking. and nonhydroelectric power generation: and including the use of water for environmental mitigation purposes associated with such uses: but excepting the agricultural use of water defined herein. • "Contracted Water" means the water which is the subject of this Contract which is to be released and delivered by the River District and used by Contractor. The Contracted Water is KO acre feet of Colorado River Supply available during each Project Year during the term of this Contract. subject to the provisions hereof. for Contractor's use without right of carryover of any amount not used in any Project Year. • ▪ "Project Year" means a period of time from July ! through and including the subsequent June 30. • '"Water 4larketing Policy" means the River DiStrict°s policy statement as revised and readopted January 17. 2001 and a.s the same may be amended in the future. • "Project Hydrology Assumptions" or "Hydrology Assumptions ` means the document attached as Appendix "A to the Water Marketing Policy adopted on December 1. 1995. Agreements The foregoing Recitals and Definitions are incorporated herein as agreements between the River District and Contractor. 1. River District L `ater Delivery Obligations and. Responsibilities. a. Delivery. The River District will deliver the Contracted Water at the outlet works of the Contracted Water's sources of supply into the receiving natural streams in quantities provided herein. Unless otherwise afire d by the River District's General 'Manager based upon written request of Contractor. the River District will make releases for Contractor. based upon Contractor's written schedule of anticipated demand. adjusted as necessary by the ongoing status of river administration vis-a-vis the priority status of Contractor's diversions. Contractor shall be solely responsible after delivery for the legal and physical delivery and use of the Contracted Water. b. Delivery Contingencies. The River District's delivery of Contracted Water shall be subject to Contractor's payments pursuant to paragraph 3 below and the provisions for curtailment of deliveries in paragraph 5 below. Water Nteasurements. The River District shall measure at the outlet works of the Contracted Water's sources of supply all Contracted Water delivered from the account of Contractor and shall notify the Division I n,zineer of Colorado Water Division No. 5 of the date, time. amount of release of Contracted Water released and delivered pursuant to this Contract. Copies of such records shall be provided to Contractor upon its request therefor. -L • d. firer Ouality. The River District shall e no obligation to Contractor or any other person regarding and makes no warranties or representations to Contractor concerning the quality of Contracted Water delivered pursuant to this Contract by releases of raw water to natural streams. e. Maintenance of Facilities. The River District shall use its best efforts to maintain in rood working condition :he water storage .ind release facilities of the Contracted Water. f. Withholding of Delivery, The River District may withhold deliveries of Contracted Water in the event of Contractor's nonpayment for Contracted Water or any other breach of this Contract by Contractor. Such remedy shall not be the River District's exclusive remedy in the event of any such breach. Delivery from Primary or alternate Sources. The River District will deliver the Contracted `'vWater from the sources of Colorado River Supply described herein which will best meet the Contractor's legal need to satisfy calls by senior water rights or the Contractor's physical need for any direct delivery of Contracted Water to Contractor"s diversions. Subject to meeting those oblectives. the River District reserves the right to provide all or any of the Conn -acted Water to Contractor from alternate reservoirs for Contractor's use. any releases from alternate facilities shall nor diminish the supply or Contracted Water or impair Contractor's legal or physical ability to make use of Contracted Water or to meet its obligations under any judicial or administrative approval described in paragraph :.d. Contractor's Water Use Obligations and Restaonsibi ities. a. Scheduling of Use. Contractor has provided the River District a preliminary written schedule of its anticipated monthly demands for Contracted Water during the upcoming Project Year on or before June I annually. The schedule provided by Contractor in its application for this Contract shall serve as the schedule to be used until it is modified in a written notice given by Contractor to the River District or as necessary in response to river administration of the Contractor's diversions. The schedule shall identify the volume of anv Contracted Water anticipated by Contractor not to be needed by it during any particular Protect Year. The Contractor shall update said schedule periodically during the Project Year as conditions require and give the River District written notice of all such revisions. b. Carnage Losses. Contractor shall bear carriage losses. either :iv e percent 0t, elivery or such other amount as is determined by the Division Engineer for Colorado Water Division No. 5. from he point of delivery of Contracted Water to Contractor's points si of use and/or exchange or augmentation. Use Per Contract and Law. Contractor's use of Contracted Water shall in ail instances be in accordance with the terms of this Contract and the Water Marketing Poiicy and in accordance '.yith Colorado law concemina water rights and water use and all decrees related 10 the Contracted Water. Contractor is not authorized to apply for or secure any change in the water rights for or associated with any of the sources of supply of the Contracted Water. Leizal Approvals. Contractor shall at its sole expense adjudicate a pian or plans for augmentation or exchange and/or secure administraii e approvals of anv temporar•, substitute .supply plans which are needed for Contractor to use its Contracted Water. Contractor already has tiled such an application in Water Court Case No. 99CW: f)[1. If Contractor intends 10 make any such additional applications for any augmentation or exchange plant s i or substitute supply plants). Contractor shall submit the proposed application to the River District within a reasonable time before Contractor proposes to rile such application. The River District stall review for .written approval such applications before they are submitted or filed. and the River District's approval shall not be unreasonably withheld. The River District may in its discretion become a co - applicant in the prosecution ofanysuch applications for the purpose of protecting its water rights and related policies, Contractor shall cause to be included in any final decree of the Water Court a provision conditioning Contractor's use of the Contracted Water on the existence of a River District contract. Limitation on Disposition. Contractor shall not sublet. sell. donate. loan or otherwise dispose of any of its rights to this Contract or to Contracted Water without written notice to and the prior written approval of the River District. The River District's approval of such disposition shall be granted in all instances in which the Contractor is transferring the water system which supplies the Contracted Water. or a permanent transfer of the Contract is to be made to a successor in interest of Contractor by reason of the transfer of the title or other legal right to use the property served by the Contracted Water. or where the transfer is made to an entity such as a homeowners' association or special district created to serve the property originally represented to the River District to be served with the Contracted Water. -5- • • i. Contractor: Water Rates. Contractor may +shame its water customers who are supplied with Contracted Water such rates and charges as are permitted by Colorado law. Nondiscrimination. Contractor shall not discriminate in the availability oforcharges for any water service or water supply made available pursuant to or based upon the Contracted Water on account of race. color. religion. or national origin or any other criteria prohibited under state or federal law. h. Accounting or Use. Contractor shall maintain an accounting or its use of all water used or supplied by Contractor on forma s acceptable CO the River District specifically for the purpose of enabling the River District to prove the use of River District Project water rights and to administer and operate the Project and water right decrees and/or administrative approvals related to Contractor's use of Contracted Water. Contractor shall submit its accounting forms and records to the River District promptly upon request and shall assist the River District as it may reasonably request in presenting and/or verifying such evidence of use in court or before administrative agencies by testimony of Contractor or its authorized and informed officers or agents. ,r„ .,ctors Payments. In addition to the application fee. already paid by Contractor. in order for the River District's delivery obligation to become effective immediately Contractor shall pay to the River District on the execution of this Contract the total sum of S63.000.00. being S105.00 for each acre foot of 600 acre feet of Colorado River Supply the Contracted Water). for the first full Project Year (July 2001 chrough June 2002). It is understood that the River District's delivery obligation shall become effective on July 1. 2001. Thereafter. on or before April 1" of each year Contractor shall pay to the River District that amount. or the adjusted amount as provided below. for the next upcoming Project Year. b. It is understood that the base price of S105.00 per acre foot of Colorado River Supply Contracted Water Contracted Water includes an amount charged for Project operation and maintenance ("O&M") in the amount of 520.00 for Colorado River Supply. On April 1. 2003 and every Live years thereafter those O&M charges shall • be adjusted based on the cumulative chance in the Boulder -Denver Metro Area Consumer Price Index )"A11 Items.'; and Contractor's subsequent annual payments for Contracted Water shall be adjusted accoruingly. Contract Term. Subject to the provisions of subparagraph b.b oeiow. the initial term of this Contract shall be for a period of up to forty i'4O years from the date of the execution of this Contract. b. Upon the completion of the initial term and subject to the provisions of subparagraph 6.b below. Contractor shall have the right to renew this Contract for a secondary term of thirty-five (35) nears. which shall commence upon the expiration of the initial term. If Contractor desires to so renew this Contract. it shall provide the River District written notice of :ts intention to do •o st least ninety +90) days prior to the expiration of the initial terra of this Contract. Thereafter. and prior to the expiration of the initial term. the River Distract and Contractor shall execute a supplemental agreement of renewal in a form mutually acceptable to the River District and Contractor. If such notice of intention to renew is not provided and such supplemental agreement is not executed. no renewal term shall commence. I~pon renewal, the following terms of this Contract shall be subject to renegotiation: l [ 1 The charge for and adjustment of operation and maintenance may be increased or modified based upon the adequacy of the charge and its modification under this Contract to cover the River Districts operation and maintenance costs actually experienced during the initial term. (2) The need or appropriateness orany conservation plan concerning Contractor's use of Contracted Water as determined by the River District. �. Water Shortage. In the event that the River District is unable. because or either legal or physical reasons. to deliver any or all of the full amount of water contracted from the Project. including the Contracted Water. the River District reserves the right to apportion the Project's available water among its several contractors. including Contractor. in the manner provided in Section 6 of the Water Marketing Policy. -7- • 6. Contract Termination. a. Termination by River District. The River District may terminate this Contract for anv violation or breach of the terms of this Contract by Contractor. including Contractor's failure to pay timely anv sum or amount due under this Contract within 30 days after receiving written notice from the River District of such breach. (2) The River District also may terminate this Contract if. in its discretion anv judicial or administrative proceedings initiated by Contractor as contemplated in subparagraph 2.d above. threaten the River District's authority to contract for delivery of Project Water or the River District's water rights, permits. or other interests associated with the Project. (3) The River District may terminate this Contract if its legal ability to deliver Contracted Water is materially impaired or is eliminated because of the termination or adverse modification of permits. decrees or other authorizations which are needed to deliver the Contracted Water. b. Termination by Contractor (1) Contractor may terminate this Contract in its entirety for any reason by giving the River District at least thirty +,30 days advance notice prior to the due date of Contractor's next annual payment. (2) Every fifth year after the year in which this Contract is executed. Contractor may partially terminate this Contract as to the amount of Contracted Water by giving the River District at least 30 days advance notice prior to the due date of Contractor's next annual payment. Partial termination by Contractor shall not exceed more than fifty percent (50%) of the amount of Contracted Water which is then under contract. (3) Within thirty 130) dans of final approval of the Water Court application contemplated by paragraph 2.d. Contractor may by written notice to the River District partially terminate this Contract as to the amount of Contracted Water which is not needed under that approval. -8- c. Notice of Termination to .affected Officials. The River District will notify the Division Engineer and anv other appropriate wvernmental officials of anv full or partial contract termination except for anv partial termination under subparagraph. 6.bt 3). ineous/Standard Provisions. a. Notices. 11) All notices required or appropriate under or pursuant to this Contract shall be given in writing mailed or delivered to the parties at the following addresses: River District: Colorado River Water Cane-. ation District P. C. Box 1120 201 Centennial Street. Suite 204 Glenwood Springs. Colorado 81 602 Attention: Secretary 1 General Manager Contractor: Kurt Nielsen. General Manager American Soda. L.L.P. 2717 County Road 215 Parachute, Colorado 81635 with copy to: Scott vI. Balcomb Attorney at Law Balcomb &Green. P.C. 818 Colorado Avenue Glenwood Springs. Colorado 8 160 1 12) Either party may, by written notice given in accordance with this provision. change the address to which notices to it shall be mailed or delivered. -9- • DATE: Al I t.ST: Amendments. No amendment. modification. or novation of this contract or its provisions and implementation shall be effective unless documented in writing which is approved and executed by both parties with the same formality as they have approved and executed this Contract. Richard Eric Kuhn Secretary / General Manager • COLORADO RIVER WATER CONSERVATION DISTRICT acting by and through its Colorado River Water Projects Enterprise Paul J. Oho. Presiuent MERICA~N SODA. L.L.P. By Kurt Nielsen. General Manager VER IFIC.ATTON STATE OF COLORADO 55. COUNTY OF GARFIELD The foregoing Water Supply Contract was subscribed and sworn to before me by Paui l.Dhri as President of the Colorado River Water Conservation District. acting by and through its Colorado River Water Projects Enterprise this g . day of , 2001.. Witness my hand and offi My Commission Expires: STATE OF COLORADO My Commission Expires ".'t!ti""^03 ss. COUNTY OF GARFIELD The foregoing Water Supply Contract was ,:ubscrihed and sworn to before me by Richard Eric Kuhn. as Secretary/General Manager. of the Colorado River WaterConseryation District. acting- by ctingby and through its Colorado River-ts Enterprise this I U -`—day of 200I. Witness my hand and My Commission Expires: My Commission Expires 04;r - STATE OF COLORADO COUNTY OF huzzi c' r- i fir• i'1 >14-waiy Public The foregoing Water Supply Contract was subscribed Nielsen as General Manager for American Soda. L.L.P.. this Witness my hand and official seal. My Commission Expires: •.t. ,oras • a •ltl aV • i.. -i a •`..• y f:lwp51 .eI3I netwi rrnkI e+AmerscanSoda 2. wnd sworn tcti before me by Kurt day of I ' titsYrrrrrrrsrrfyr1��I`' //1.,40 TAR y% 'votary Public P 8L10 ~ •#•,',r:rr$14rti;r,0 LOYAL E. LEAVENWORTH SANDER. N K.kitP DA ;D... -.-EA:ENWOR.:i..R. DAViD r HALLFORD GREGORY 1. -LkLL DAVID H MrCONALGHY SUSAN ''.V LAATSCH TAMES 5. NEC 7LL e" 3ERQL:ST JOSLYN V WOOD NICOLE D GARRI. MOLNE ROBERT 3. REICH u i I LEAVENWORTH & KARP. P.C. 3,17OR\EYS kT LAW :ii ::RAND .NVE..Ni;E ? J DR. --OVER :030 ,1LNti.GGOD : LoRACO :lpl►? rr:eenone: 370' LLLwr4Sc,rts.7et Mr. Kurt Nielsen, General Manager :American Soda. LLP 2717 County Road 215 Parachute, CO S1635 June 12, 2001 V DENVER OFFICE.' Tug E.R..to.c`.`NTRE 3L:L.DI°.G :.+r STOUT STREET. SUTE 70 DENVER. COLORADO ii1:L`s FacsunLic: :Vr i i'-.5-79}7 ''f'?ecce Uirecr aid ,:orrespunuence ro our GdenwlnotI Springs Qt/ke: RE: AMERICAN SODA. LLP 'WATER SI:pnti' CONTR.\CT - =CW01005 Dear Mr. Nielsen: 1 am enclosing for your records an original of the fully executed Water Supply Contract ber.veen American Soda„ LLP and the Colorado River Water Conservation District's Enterprise. The total sum of S63.000.00. being S105.00 for each acre foot o t 600 acre feet of Colorado River Supply, is now due for the first full Project Year (July 2001 through June 2002). That amount. as revised for changes in O&M charges. will be due on or before each subsequent April 1' for the next upcoming Project Year. and the River District's staff will invoice you as a reminder. Please contact Cheryl Dunlap, the River District accountant, with any payment or billing questions you might have. Her phone number is 945-5522. The River District appreciates the opportunity to provide water supply for your operations. Congratulations on your recent "grand opening." Very truly yours, LE AV EYWORTH & KARP, P.C. r 14 David C. Hallford DCH:eg Enclosure cc: Scott Balcomb, Esq.. w enc. Dave Merritt w. o enc. Cheryl Dunlap w:o enc. • YCW01005 WATER SUPPLY CONTRACT This Contract is made between rhe Coiorado River Water Conservation District ( herein the „River Distnct"7. a political subdivision of the State of Colorado acting by and through its Colorado River Water Projects Enterprise. and American Soda. LLP herein "Contractor" r effective .is of the date of the River District's execution hereof indicated below. Recitals A. The River District is authorized to contract to deliver water for beneficial use from River District water projects pursuant to provisions of C.R.S. § 37-46-101. et sea.. !herein "River District Organic Act"). B. The River District is the owner and operator of the Wolford Mountain Reservoir Project located on the Muddy Creek drainage near Kremmling. Cdlorado. having obtained necessary decrees from the District Court in and for Colorado Water Division No. 5 i herein "Water Court -1 and permits from governmental agencies. and the River District is entitled to deliveries of water from Ruedi Reservoir under tis Contracts with the U.S. Bureau of Reclamation. C. The River District's Board of Directors has adopted a Water Marketing Policy as revised on January 17. 2001. to provide for the use of water available from the River District's sources of supply pursuant to contracts. and that Water 4larketing Policy is to be implemented through the River District's Water Projects Enterprise. D. Contractor has a need for wholesale water supply. demonstrated in its submittals to the River District pursuant to the Water Marketing Policy's contracting process. in the amount of 600 acre feet annually for municipal and industrial purposes which beneficial uses will be accomplished by Contractor generally in the vicinity of Parachute by diversions from or within the Colorado River drainage.. E. Contractor has reviewed the Water Marketing Policy and is aware of the ''Hydrology Assumptions" which are part of that Policy and is satisfied. based on its review and investigations. that Contractor legally and physically can make use for its intended purposes of the Contracted Water which is the subject of this Contract and that such use will comply with the Water Marketing Policy and the Project's permits and decrees. • Definitions Ln this Contract certain terms will have definitions as stated below: • The "River District' means the Colorado River Water Conservation District created and existing pursuant to the River District Organic Act defined in Recital No. 1 and acting by and through its Colorado River Water Projects Enterprise which is currently desc: ibed and memorialized in the Resolution of the Colorado River Water Conservation District's Board of Directors dated January 17. 2001. • The' Projects means rhe River District's "Colorado River Supply'" from i 1 l Wolford :Mountain Reservoir_ for which storage water right decrees were obtained by the River District in Cases No. 87CW283. 95CW.S 1 and 98CVu 2 ,7 District Court for Colorado Water Division No. S. and for which additional storage water right decrees may be obtained in the future by the River District in other cases: and + 2 the River District's contractual right to water deliveries from Ruedi Reservoir. • ".Agricultural" means the use of water for commercial production of agricultural crops and livestock and other uses consistent with any right decreed for irrigation purposes. which uses are made on a parcel of land of at least ten acres. • "Municipal and Industrial" means the use of water by individuals. cities. towns. public or quasi -public districts, private corporations. homeowners associations. or other entities for domestic. municipal. and miscellaneous related purposes as those terms are traditionally and commonly construed. including the use of water for purposes of producing or processing a nonagricultural product or service for sale. including without limitations. such uses as manufacturing, mining. milling. land reclamation. golf course irrigation. snowmaking. and nonhvdroelectric power generation: and including the use of water for environmental mitigation purposes associated with such uses: but excepting the agricultural use of water defined herein. • "Contracted Water" means the water which is the subject of this Contract which is to be released and delivered by the River District and used by Contractor. The Contracted Water is 600 acre feet of Colorado River Supply available during each Project Year during the term of this Contract. subject to the provisions hereof. for Contractor's use without right of carryover of anv amount not used in any Project Year. • "Project Year means a period of time from July 1 through and including the subsequent June 30. • "Water Marketing Policy means the River District's policy: ,tatement as revised and readopted January r. 2001 and as the same may be amended in rhe suture. • "'Project Hydrology _Assumptions ' or 'Hydrology Assumptions ' means the document attached as Appendix --A- to the Water Marketing Policy adopted on December 1. 1995. .Agreements The foregoing Recitals and Definitions are incorporated herein as agreements between :he River District and Contractor.. River District_Water Delivery Ohiigrations and Resconsibiiities a. Deliver4. The River District will deliver the Contracted Water at the outlet works of the Contracted Water's sources of supply into the receiving natural streams in quantities provided herein. Unless otherwise agreed to by the River District's General 'vlanager based upon written request of Contractor. the River District will make releases for Contractor. based upon Contractor's written schedule of antici ated demand. adjusted as necessary by the ongoing status of river adrninistration vis-a-vis the priority status of Contractor's diversions. Contractor shall be solely responsible after delivery for the legal and physical delivery and use of the Contracted Water. Delivery Contingencies. The River District's delivery of Contracted Water shall be subject to Contractor's payments pursuant to paragraph 3 below and the provisions for curtailment of deliveries in paragraph 5 below. 'A".:ter Measurements. The River District shall measure at the outlet works of the Contracted Water's sources of supply all Contracted Water delivered from the account of Contractor and shall notify the Division Engineer of Colorado Water Division No. 5 of the date. time. amount of release of Contracted Water released and delivered pursuant to this Contract. Copies of such records shall be provided to Contractor upon its request therefor. -3- • Water Ouality. The River District .shall have no obi ication to Contractor or any other person regarding and makes no warranties or representations to Contractor concerning the quality of Contracted Water delivered pursuant to this Contract by releases of raw water to natural streams. e_ Maintenance of Facilities. The River District shall use its best efforts to maintain in good working condition the water storage and release faciiiues of the Contracted Water. f. Withholding of Delivery. The River District may withhold deliveries of Contracted Water in the event of Contractor s nonpayment for Contracted Water or any other breach of this Contract by Contractor. Such remedy shall not be the River District's exclusive remedy in the event of anv such breach. Deliver: from Primal": r .Alternate Sources. The River District will deliver the Contracted Water from the sources of Colorado River Supply described herein which will best meet the Contractor's legal need to satisfy calls by senior water rights or the Contractor's physical need for any direct delivery of Contracted Water to Contractor's 'diversions. Subject to meeting those objectives. the River District reserves the right to provide all or :any of the Contracted Water to Contractor from alternate reservoirs for Contractor's use. Anv releases from alternate facilities, shall not diminish the supply of Contracted Water or impair Contractor's legal or physical ability to make use of Contracted Water or to meet its obligations under any judicial or administrative approval described in paragraph _'.d. Contractor's Water Use Obligations and Responsibilities. a Scheduling of Use. Contractor has provided the River District a preliminary written schedule of its anticipated monthly demands for Contracted Water during- the upcoming Project Year on or before June l annually. The schedule provided by Contractor in its application for this Contract shall serve as the schedule to be used until it is modified in a written notice given by Contractor to the River District or as necessary in response to river administration of the Contractor's diversions. The schedule shall identify the volume of anv Contracted Water anticipated by Contractor not to be needed by it during any particular Project Year. The Contractor shall update said schedule periodically during the Project Year as conditions require and give the River District written notice of all such revisions. 4- • b. Carriage Lasses. Contractor ;hail bear earriaae losses. zither ,ire percent of cid or such other amount as is determined by the Division Engineer for Colorado Water Division No. 5. from the point of delivers: of Contracted Water to Contractor s pointts of use anchor exchange or augmentation. c. Use Per Contract and Law. Contractors use of Contracted Water shall in all instances be in accordance with the terms of this Contract and the Water Marketing Policy and in accordance with Colorado law concerning water rights and water use and all decrees related to the Contracted Water. Contractor is not authorized to apply for or secure any change in the water rights for or associated with any of the sources of supply of the Contracted Water. d. Legal .ADnrovals. Contractor shall at its sole expense adjudicate a plan or plans for augmentation or exchange and/or secure administrative approvals of any temporary substitute supply plans which are needed for Contractor to use its Contracted Water. Contractor already has filed such an application in Water Court Case No. 99CW=OO• If Contractor intends to make any such additional applications for any augmentation or exchange plant s t or substitute supply plant s s, Contractor shall submit the proposed application to the River Distract within a reasonable time before Contractor proposes to the such application, The River District shall review for written approval such applications before they are submitted or filed. and the River District's approval shall not be unreasonabiy withheld. The River District may in its discretion become a co - applicant in the prosecution of any such applications far the purpose of protecting its water rights and related policies. Contractor shall ,rause to be included in any final decree of the Water Court a provision conditioning Contractor's use of the Contracted Water on the existence of a River District contract. e. Limitation on Disposition. Contractor shall not sublet. sell. donate. loan or otherwise dispose of any of its rights to this Contract or to Contracted Water without written notice to and the prior written approval of the River District. The River Districts approval of such disposition shall be granted in all instances in which the Contractor is transferring the water system which supplies the Contracted Water. ora permanent transfer of the Contract is to be made to a successor in interest of Contractor by reason of the transfer of the title or other legal right to use the property served by the Contracted Water. or where the transfer is made to an entity such as a homeowners' association or special district created to serve the property originally represented LO the River District to be served with the Contracted Water. -5- Contractor': W. .ter Rates. Contractor may charge its water customers who are supplied with Contracted Water such rates and charges as are permitted by Colorado law. Nondiscrimination. Contractor shall not discriminate in the availability of or charges for any water service or water supply made available pursuant to or based upon the Contracted Water on account of race. color. reiigion. or national ongtn or any other criteria prohibited under state or federal law. h. Accounting of Use. Contractor shall maintain an accounting of its use of all water used or supplied by Contractor on forms s -i acceptable to the River District specifically for the purpose of enabling the River District to prove the use of River District Project water rights and to administer and operate the Project and water right decrees and/or administrative approvals related to Contractor's use of Contracted Water. Contractor shall submit its accounting forms and records to the River District promptly upon request and shall assist the River District as it may reasonably request in presenting and/or verifying such evidence of use in court or before administrative agencies by testimony of Contractor or its authorized and informed officers or agents. 3. Contractor's Pai.Tnents. a. In addition to the application fee already paid by Contractor. in order for the River District's delivery obligation to become effective immediately Contractor shall pay to the River District on the execution of this Contract the total sum of S63.000.00. being S105.00 for each acre foot of 600 acre feet of Colorado River Supply ithe Contracted Water). for the first full Project Year (July 2001 through June 2002). It is understood that the River District's delivery obligation shall become effective on July 1. 2001. Thereafter. on or before April 1" of each .ear Contractor shall pay to the River District that amount. or the adjusted amount as provided below. for the next upcoming Project Year. It is understood that the base price of S105.00 per acre foot of Colorado River Supply Contracted Water Contracted Water includes an amount charged for Project operation and maintenance ("O&M") in the amount of 520.00 for Colorado River Supply. On April 1. 2003 and every five years thereafter those O&M charges shall be adjusted based on the cumulative change in the Boulder -Denver Metro Area Consumer Price Index +-.ill [terns") and Contractor s subsequent annual payments for Contracted Water shall be adjusted accordingly, 4. Con,ract Term. a. Subject to the provisions of subparagraph 6.b below. the initial term or this Contract shall be for a period of up to forty (4OE) years from the date of the execution of this Contract. b. Upon the completion of the initial term and subject to the provisions of subparagraph 6.b below. Contractor shall have the right to renew this Contract for a secondary term of thirty -rive J") years_ which shall commence upon the exciraticn of the initial term. If Contractor desires to so renew this Contract. it shall provide the River District written notice or its intention to do so at least ninety 4 9O1 days prior to :he expiration of the initial term of this Contract. Thereafter. and prior :o :he expiration of the initial terra. the River District and Contractor shall execute: a-upplemental agreement of renewal in a form mutually acceptable to the River District and Contractor. If such notice of intention to renew is not provided and such supplemental agreement is not executed, no renewal term shall commence. c. Upon renewal. the following terms of this Contract shall be subject to renegotiation: I } The charge for and adjustment of operation and maintenance may be increased or modified based upon the adequacy of the charge and its modification under this Contract to cover the River Districts operation and maintenance costs actually experienced during the initial term. 2) The need or appropriateness of any conservation pian concerning Contractor's use of Contracted Water as determined by the River District. 5. Water Shortage. In the event that the River District is unable. because of either legal or physical reasons. to deliver any or all of the full amount of water contracted from the Project. including the Contracted Water. the River District reserves the right to apportion the Project's available water among its several contractors. including. Contractor. in the manner provided in Section 6 of the Water Marketing Policy. -7- 6. Contract Termination. Termination nv River Distrci. The River District rnav terminate this Contract for anv violation or breach of the terms of this Contract by Contractor. including Contractor's failure to pay timely any sum or amount due under this Contract within 30 days after receiving written notice from the River District of such breach. (2) The River District also may terminate this Contract if. in its discretion any judicial or administrative proceedings initiated by Contractor as contemplated in subparagraph 2.d above. threaten the River District's authority to contract for delivery of Project Water or the River District's water rights. permits_ or other interests associated with the Project. ( 3) The River District may terminate this Contract if its legal ability to deliver Contracted Water is materially impaired or is eliminated because of the termination or adverse modification of permits. decrees or other authorizations which are needed to deliver the Contracted Water. b. Termination by Contractor: (t l Contractor may terminate this Contract in its entirety for any reason by giving the River District at (east thirty i 0) days advance notice prior to the due date of Contractor's next annual payment. (2) Every fifth year after the year in which this Contract is executed. Contractor may partially terminate this Contract as to the amount of Contracted Water by giving the River District at least 30 days advance notice prior to the due date of Contractors next annual payment. Partial termination by Contractor shall not exceed more than fifty percent 1,50%t of the arnount of Contracted Water which is then under contract. (3) Within shiny i30) days of final approval of the Water Court application contemplated by paragraph 2.d. Contractor may by written notice to the River District partially terminate this Contract as to the amount of Contracted Water which is not needed under that approval. • • c. Notice of Termination to Affected Officials. 4:als. The River District will notify the Division Engineer and any other appropriate governmental officials of any full or partial contract termination except for an Partial :ermtnation under subparagraph 6.bi 3 �. Miscellaneous/Standard Provisions. a. Notices. (1) All notices required or appropriate under or pursuant to this Contract shall be uiven in writing mailed or delivered to the parties at the following addresses: River District: Colorado River Water Conservation District P. 0. Box 1120 201 Centennial Street. Suite 204 - Glenwood Springs. Colorado 81602 Attention: Secretary / General Manager Contractor: Kurt Nielsen, General Nlanawer American Soda. L.L.P. 4 2717 County Rood _' 1 3 Parachute. Colorado 31635 with copy to: Scott M. Balcomb Attorney at Law Balcomb 3. Green. P.C. 818 Colorado .Avenue Glenwood Springs. Colorado 81601 2) Either party may. by written notice given in accordance with this provision, change the address to which notices to it shall be mailed or delivered. -9- • b. Amendments. No amendment. modification. or novation of this contract or its provisions and implementation shall be effective unless documented in writing which is approved and executed by both parties with the same formality as they have approved and executed this Contract. DATE: lr`{ ATTEST: • (2 Richard Eric Kuhn Secretary / General Manager • COLORADO RIVER WATER CONSERVATION DISTRICT acting by and through its Colorado River Water Projects Enterprise Paul J. Ohrt. President AMERICAN SODA_ LLP. By .•�? Kurt Nielsen. General 'Manager • VERIFICATION STATE OF COLORADO COUNTY OF GAR ,LLD � The foregoing Water Supply Contract was subscribed and sworn to before me by Paul 1.Ohri as President of the Colorado River Water Conservation. District. acting by and through its Colorado River Water Projects Enterprise this g44_ day ol•''74,,. 2001. Witness my hand and offi My Commission Expires: STATE OF COLORADO My Cammissicn sS. COUNTY OF G ARFIELD -pores +Jd':'t;!/ O3 The foregoing Water Supply Contract was subscribed and sworn to before me by Richard Eric Kuhn. as SecretarviGeneral Manager. of the Colorado River Water Conservation District. actin by and through its Colorado River ._: ,e, a-• -is Enterprise this (14 -4 -1 -day of " c.4... -e :001. Witness my hand and teal EBE3wsL4r QOzal. N . amu. :.c, r ' • �.( Mt' Public C3;r• ' O,t My Commission Expires: My Commission Expires 04,r . - STATE OF COLORADO } 1 ss. COUNTY OF -az, The foregoing Water Supply Contract was subscribed, sworn tq before me by Kurt Nielsen as General Manager for American Soda. L.L.F.. this day of .,\L__1-]01. �t%lIIrtrrnIHIij,r `k%v /- ', Witness my hand and official seal. / .,�`p-`�`� E S' yi< `'J. U. C tr 1. Iflj1/ / =- . 0-CARY% i 'votary Public My Commission Expires: :14'Y Cr" • 19i ••A .11 -, f• •� `, 051'r{aineiwrrrnlopAmerteanSo a..wod f !vMAF\ OFC CCA-_d�-`�,,. 1. rho Ftleti150 • GAS PURCHASE AND SALE AGREEMENT BY AND BETWEEN AMERICAN SODA, L -LP. AND WILLIAMS PRODUCTION RMT COMPANY DATED MAY 6, 2004 • Gas Purchase & Sale Agreement This Gas Purchase & Sale Agreement ("Agreement") is made and entered into as of the 6th day of May, 2004 ("Effective Date"'), by and between American Soda, LLP, a Colorado limited liability partnership ("Buyer") and Williams Production RMT Company, a Delaware corporation ("Seller") sometimes referred to collectively as the "Parties" or singularly as "Party." WHEREAS, Seller is now producing and wilt continue to produce raw CO2 gas ("Gas") as a part of the operations carried on at Seller's Parachute Creek Gas Processing Facility as well as any expansion thereto (the "GP Facility") and desires to create a market for this Gas; WHEREAS, Buyer uses CO2 gas in its production of sodium bicarbonate at Buyer's Parachute, Colorado facility (the "Bicarb Plant") and is interested in purchasing Seller's Gas that is produced from the GP Facility; WHEREAS, Seller desires to commence selling to Buyer and Buyer desires to commence purchasing from Seller Gas during a period commencing approximately September 1, 2004 depending upon Buyer's construction and start up schedule; and • WHEREAS, Buyer and. Seller desire to set forth certain terms and conditions applicable to Buyer's purchase of the Gas from Seller. NOW, THEREFORE, in consideration of the premises and mutual covenants contained herein, Buyer and Seller mutually agree as follows: Section 1. Term Subject to the provisions of this Agreement, the term of this Agreement shall remain in effect for an initial term of ten (10) years from the Effective Date of this Agreement (the "Primary Term") and thereafter for subsequent terms of one (1) year each unless terminated effective the end of the Primary Term or any subsequent term on not less than one (1) year's written notice. Section 2. Construction of COz Purification Plant 2.1 Buyer shall consult with Seller about the location of a Ca processing plant (hereafter, the "Plant") to be owned and operated by Buyer on Seller's property at the GP Facility. Upon achieving agreement with Seller as to that location, Buyer shall, at its own expense, survey the property where the Plant is to be located and perform, on or before June 15, 2004, a Phase 1 environmental assessment and baseline assessment, soil and groundwater sampling and analysis on that tract as required. Having located and surveyed Gas Purchase ex Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) A,rnerrcanSodaGasPurchaseAgrntFinalO5041516/2OD4 Page 3 of 27 • the site for the Plant, Buyer will construct, operate (the operational process being described on the attached Exhibit "8") and maintain the equipment for the Plant at its own expense, including, but not limited to, providing electricity and water for the Plant. 2.2 To facilitate its purchase of the Gas, Buyer will also cause, at its expense, to survey, construct and maintain a pipeline from the Plant to the American Soda/Parachute site for the purpose of transporting the Gas ("the Pipeline"). Upon achieving agreement with Seller as to the location, Buyer shall, at its own expense, survey the property where the Pipeline is to be located and perform, on or before June 15, 2004, soil and groundwater sampling and analysis on that tract as reasonably required. 2.3 In addition to the Easements described in Section 2.3 below, Seller, for its part, agrees to provide any additional easements as are reasonably necessary to allow Buyer ingress and egress to/from the Plant as well as for the construction, maintenance and operation of the Plant and Pipeline upon such terms and conditions as the Parties may reasonably agree. 2.4 In addition to any taxes required to be paid pursuant to Section 13, Buyer shall be obligated to pay all personal property taxes assessed by the Garfield County Treasurer pertaining to the Plant and Pipeline, holding Seller harmless therefrom. 2.5 The terms and conditions under which Buyer shall utilize Seller's property for the operation and maintenance of the Plant and Pipeline are set forth not only in this Agreement but also within the Grant of Easements for the CO2 Processing Plant Agreement in the form attached hereto and incorporated herewith as Exhibit "A" ("Easements"), which will be executed by the Parties unless Buyer is unsatisfied with the results of the environmental testing contemplated in Section 2.1 and 2.2 hereof, in which case the Parties would in good faith negotiate an alternative location for the Plant and/or the Pipeline. Section 3. Contract Quantity and Quality Subject to the other provisions of this Agreement, Seller agrees to sell to Buyer the Gas produced at the GP Facility as may be required by Buyer for the production of sodium bicarbonate at Buyer's Bicarb Plant or for the sale of liquid carbon dioxide at such time as it becomes appropriate, up to the full production of Gas from the GP Facility. Provided, however, Seller makes no representation as to the quantity of the Gas that shall be available for Buyer's purchase under this Agreement. The Gas quality shall be approximately equal to that of the CO2 gas produced by Seller and sampled by Buyer in January, 2004. Notwithstanding the foregoing, Seller makes no representation or warranty that the Gas will be of such quality. Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production R v1T Co. (Seller) AmericanSodaGasPurchaseAgm tFirta10504I5/6/2©O4 Pap 4of' 2/ *ion 4. Price The price for the Gas shall be per ton ("Price"). Such Price is for Gas is exclusive of any transportation, utility power, or processing services Buyer may request from Seller at any time during the Primary Term, or any subsequent term, of this Agreement. Seller is under no obligation to process the Gas. The quantity of any Gas purchased by Buyer shall be determined for the purposes of pricing at the Metering Point, as defined in Section 5.1 below. Section 5. Delivery of Gas 5.1 Delivery Point/Metering Point: Nothing herein shall be interpreted to require Seller to sell and deliver or Buyer to receive Gas at a point not agreed to as a delivery point. The delivery point ("Delivery Point") shall be located immediately upstream of Seller's CO2 stack(s) at the GP Facility. Buyer will meter the Gas with a device mutually agreeable to the Buyer and Seller at the Metering Point. The Metering Point shall be the intake flange of the Pipeline that will be constructed to transport the Gas from Seller's GP Facility to Buyer's Bicarb Plant ("Metering Point"). 52 Transportation: Seller shall be responsible for all arrangements necessary to deliver Gas sold hereunder to the Delivery Point and Buyer shall be responsible for all •rrangements necessary to receive Gas at the Delivery Point.. 5.3 Pressure, Quality and Measurement: Gas delivered by Seller at the Delivery Point shall be in raw, unprocessed form. Seller makes no representation or warranty as to the quality of the Gas. Buyer will measure the quantity of the Gas to be sold/purchased at the Metering Point. The volume of the Gas shall be adjusted for temperature and pressure. 5.4 Title: Ownership, title, and risk of loss to Gas sold hereunder shall pass from Seller and vest in Buyer upon delivery and acceptance of Gas at the Delivery Point. 5.5 Delivery Rate: All deliveries shall be made as uniformly as possible according to the hourly and daily rate of flow over the course of the Agreement. 5.6 Access to Buyer's Data Capturing System. Buyer shall provide to Seller an access point for Buyer's computer data capturing system for the sole and exclusive purpose of allowing Seller to advise itself of the quantity of Gas being taken by Buyer pursuant to this Agreement. 5.7 Observation of Calibration of Metering System. Buyer shall provide Seller with reasonable notice, in writing, of those dates and times when it will undertake calibration of the metering device described in paragraph 5.1 above. Seller shall be entitled to observe this calibration process and, if necessary, participate in the same to the extent all parties are *satisfied the meter is properly calibrated and operational. Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) Page 5 of 27 AmericanSodaGasPurchaseAgmtFinal0504i516 f 2oo4 • Section 6. Permitting Seiler will use its best effirts to obtain the tecessary Seller's permitting required to construct and operate the Plant. Buyer will fully support this permitting effort by supplying all relevant (a) technical data and reports related thereto; (b) engineering data and reports related thereto; (c) APENS and any and all other requirements related to the issuance of the Seller's permit for the Plant. Buyer, for its part, will use its best efforts to obtain any other Buyer permits required by those entities charged with the reguiation of the construction and operation of the Plant. Further, in the event Seller's cooperation Ls required in the obtaining of these additional Buyer permits, Seiler agrees to take appropriate and timely action to assist in this permitting action. Buyer shall reimburse Seller for any costs associated with Permits which relate to the construction, maintenance, and/or operation of the Plant or Pipeline. Failure to obtain the said Permits by June 1, 2004, shall not constitute a breach of this Agreement. Section 7. Waste Stream The Plant will, as an ordinary part of its operations, emit waste streams consisting of spent desiccant, used oil, used lubricants, spent carbon, and Waste Water (as defined in Section 1.4 and 1.6 in Exhibit B) as well as, potentially, other waste materials yet to be determined. 7.1 Seller shall only be responsible for the disposal of the Waste Water. Seller agrees to indemnify and hold harmless Buyer from any loss or damage claim related to Waste Water pursuant to Section 14.1 of this Agreement. 7.2 Buyer shall be responsible for the disposal of the remainder of the waste stream and to indemnify and hold harmless Seiler from any loss or damage claim related to the remainder of the waste stream pursuant to Section 14.2 of this Agreement. Section 8. Operation of Seller's GP Facility Subject to the provisions of this Agreement, Seller shall use its best efforts to be in a position to provide to Buyer Gas on a twenty-four hour a day, seven day a week basis. Ln this regard, Seller agrees to provide Buyer thirty (30) days written notice of any planned outages of the GP Facility. Further, in the event of the occurrence of an unplanned outage, Seller will notify Buyer within one (1) hour of the occurrence of the event as well as its good faith estimate as to when the outage will end. Seller's failure to provide the foregoing notice to Buyer shall not constitute a breach of this Agreement. Likewise, Buyer shall use its best efforts to be in a position to take from Seller Gas on a twenty-four hour a day, seven day a week basis. In this regard, Buyer agrees to provide to Seller thirty (30) days notice in writing of any planned outages of the Plant and/or Pipeline. Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) AmerricanSodaGasPurchaseAgmtf inal05O4/51612004 Page 6 of 27 411 Further, in the event of occurrence of an unplanned outage, Buyer will notify Seller within one (1) hour of the occurrence of the event as well as its good faith estir:tate as to when the outage will end. Buyer's failure to provide the foregoing notice to Seller shall not constitute a breach of this Agreement. Section 9. Force Majeure 9.1 Except with regard to a party's obligation to snake payment due for Gas delivered in accordance herewith, neither party shall be liable to the other for failure to perform an obligation hereunder to the extent such failure was caused by Force Majeure. The term "Force Majeure" as employed herein means any cause not within the control of the party claiming suspension, as further defined in Section 9.2. 9.2 Force Majeure shall include but not be limited to the following: (i) Physical events such as acts of God, landslides, lightning, earthquakes, fires, storms or storm warnings which result in evacuation of the affected area, floods, washouts, explosions, breakage or accident or necessity of repairs to machinery or equipment or lines of pipe; (ii) Weather related events affecting an entire geographic region, such as low temperatures which cause freezing or failure of lines of pipe; (iii) intentional acts of others such as strikes, lockouts or other industrial disturbances, riots, sabotage, insurrections or wars; and (iv) governmental actions such as necessity for compliance with any court order, law, statute, ordinance, or regulation promulgated by a governmental authority having jurisdiction. Seller and Buyer shall use their best efforts to avoid the adverse impacts of a Force Majeure event or occurrence once it has occurred in order to resume performance. 9.3 Notwithstanding anything to the contrary herein, the parties agree that the settlement of strikes, lockouts or other industrial disturbances shall be entirely within the sole discretion of the party experiencing such disturbance. 9.4 The party whose performance is prevented by Force Majeure must provide notice to the other party. Initial notice may be given orally; however, written notification with reasonably full particulars of the event or occurrence is required as soon as possible. Upon providing written notification of a Force Majeure to the other party, the affected party will be relieved of its obligations/expectations to make or accept delivery of Gas as applicable to the extent and for the duration of Force Majeure, and neither party shall be deemed to have failed in such obligations/expectations to the other during such occurrence or event. • Section 10. Warranties and Representations 10.1 Warranty of Title: Seller warrants title to all Gas delivered by it hereunder, and further warrants that it has the right to sell and transfer title to the same and that said Gas is Gas Purchase & Sale Agreement American Soda, LLP (Buyer) c Williams Production RMT Co. (Seller) AmericanSodaGasPurchase Agm tFinalO5O4/516/2©04 Page 7 of 27 • free and clear of all liens, claims and encumbrances. In the event of any adverse claim being asserted against die Gas, Buyer may withhold payment, without interest, of sums due hereunder up to the amount of the claim until such claim shall have been finally determined or until Seller shall have furnished other adequate securities or indemnities. 10.2 Warranty Indemnification: Each Party shall indemnify and hold harmless the other Party from any loss, damage or expense arising out of its breach of the foregoing warranties and representations. Section 11. Advice of Production & Use Estimates 11.1 On or before December 31st of each year, Seller will notify Buyer in writing of its best estimate of annual and monthly Gas production qualities for the upcoming year. In addition, on or before the 20th calendar day of each month, Seller will provide Buyer, in writing, its best estimate of its daily Gas production for the upcoming month. 11.2 Likewise, on or before December 31s' of each year, Buyer will notify Seller, in writing, of its best estimate of annual and monthly Gas requirements for the upcoming year. Section 12. Billing and Payment • 12.1 On or before the 15th day following the deliveries of Gas hereunder ('Billing Date"), Seller shall deliver to Buyer a monthly delivery statement (invoice) for the preceding month properly identified as to the Metering Point, showing a total volume of Gas delivered and the amount due. Ail invoices shall be submitted as an original to: American Soda, LLI', 2717 County Road 215, Parachute, CO 81635 Attn: Accounts Payable. Unless Buyer disputes an item in an invoice or requires information as provided hereafter, Buyer shall pay Seller the full amount of the invoice thirty (30) days after receipt of invoice, less any cash discount on it. (Accelerated payments in advance of Net 30 days may be :rade in exchange for a 5% net discount on the invoice amount or 5100, whichever is greater). Before paying an invoice, Buyer may require of Seller to furnish proof that there are no unsatisfied claims against the Gas. 12.2 To facilitate the above described billing process, Buyer agrees to furnish to Seller the metered volumes of Gas received by Buyer under this Agreement by the second business day after the commencement of each calendar month during the Primary Term of this Agreement. Section 13. Taxes & Charges Subject to Section 2.4, Seller shall pay, or cause to be paid, and Seller shall indemnify, defend and hold Buyer harmless from any claims for all royalties, taxes or other sums due Gas Purchase & Sale Agreement American Soda, LLP (Buyer) d& Williams Production RMT Co. (Seller) AmencanSodaGasPurchaseAgm tFina1050415/612004 Page 8 of 27 0 n production, gathering, processing or severance of Gas prior to delivery to Buyer at the delivery point. All such taxes shall be paid by Seller directly to the royalty interest holder and/or taxing authority unless Buyer is required by law to collect and remit such taxes, in which event, Buyer shall withhold from payments to Seller the amount(s) required to be collected and remitted by Buyer. Section 14. Indemnity 14.1 Buyer shall indemnify, defend and hold Seller harmless from any and against all loss, cost and expense, including court costs and reasonable attorneys' fees, for any and all claims, suits, judgments, demands, actions, penalties or liabilities, including injury or death of persons, growing out of the Plant's or Pipeline's operations or performance hereunder by Buyer or arising while the Gas is in Buyer's exclusive control and possession. 14.2 Seller shall indemnify, defend and hold Buyer harmless from any and against all loss, cost and expense, including court costs and reasonable attorneys' fees, for any and all claims, suits, judgments, demands, actions, penalties or liabilities, including injury or death of persons, growing out of the GP Facility's operations or performance hereunder by Seller or arising while the Gas is in Seller's exclusive control and possession. 14.3 Neither Party shall be liable in respect of any claim to the extent same resulted •om the negligence, willful misconduct or bad faith of the indemnified Party. Section 15. Termination 15.1 Either party may also terminate this Agreement under the following circumstances: 15.1.a. In writing at any time before commencement of deliveries under this Agreement if at that time the Bicarb Plant is not in operation or Buyer has not received approval from its managing partner for construction of the pipeline and purification facilities needed to transport and process the Gas; or 15.1.b. At any time upon at least three (3) months written notice if Buyer ceases to produce sodium bicarbonate for a six (6) month period at the Bicarb Plant. 15.1.c. Notwithstanding the foregoing, in the event yeller determines, in its sole discretion, that it will no longer operate its GP Facility, it agrees to provide Buyer a one-year written notice of that impending change of operation. Provided, however, that if that determination is made within the Primary Term of this Agreement, and Seller recommences operations of the GP Facility, it will still be subject to the terms and conditions of this Agreement. • Gas Purchase & Sale Agreement American Soda, LLP (Buyer) dr Williams Production RMT Co. (Seller) AmericanSodaGasPurchaseAgm tFinale504/5/6/2004 Page 9 of 27 15,1.d. Notwithstanding the foregoing, in no event may Seiler terminate this Agreement under Section 15.1 (a), (b), or (e) prior to September 30, 2005. Section 16. Disputes 16.1 Initiation of Procedure: Either Party wishing to initiate the dispute resolution procedures with respect to a dispute not resolved in the ordinary course of business, must give written notice of the dispute to the other Party ("Dispute Notice"). The Dispute Notice will include: 16.1.a. A statement of that Party's position and a summary of arguments supporting that position, and 16.1.b. The name and title of the executive who will represent that Parry, and of any other person who will accompany the executive, in the negotiations under Section 16.2 below. 16.2 Negotiations Between Executives: If one Party has given a Dispute Notice under Section 16.1 above, the Parties will attempt in good faith to resolve the Dispute within forty five (45) days of the Notice by negotiation between executives who have authority to settle the Dispute and who are at a higher level of management than the persons with direct responsibility for administration of this Agreement or the matter in Dispute. Within 15 days after delivery of the Dispute Notice, the receiving Party will submit to the other a written response. The response will include: 16.2.a. A statement of that Party's position and a summary of arguments supporting that position, and 16.2.b. The name and title of the executive who will represent that Party and of any other person who will accompany the executive. Within forty five (45) days after delivery of the Dispute Notice, the executives of both Parties will meet at a mutually acceptable time and place, and thereafter as often as they reasonably deem necessary, to attempt to resolve the Dispute. 16.3 Mediation: If the Dispute has not been resolved by negotiation under 16.2 within forty five (45) days of the Dispute Notice, and only in such event, either Party may initiate the mediation procedure of this Section by giving written notice to the other Party ("Mediation Notice"). The Parties will endeavor to settle the Dispute by mediation within ninety (90) days of the Mediation Notice under the then current Center for Public Resource (CPR) Model Mediation Procedure for Business Disputes. If the Parties have not agreed upon a mediator within seven (7) days after the Mediation Notice, either Party may request CPR's established rules for an expedited discovery procedure and will resolve all disputes with regard to discovery between the Parties. These discovery rules will include: Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production %MT Co. (Seller) AmericanSodaGasPurchaseAgrntFinalOSO4151612004 Page 10 of 27 16.3.a. A schedule for the discovery process that will not, unless the Parties agree otherwise, exceed thirty (30) days, 16.3.b. The exchange of documents that counsel representing each Party will certify to the other Party includes all documents in the possession of that Party that are relevant to the Dispute that are not subject to exclusion because of privilege or confidentiality obligation, and 16.3.c. If the mediator has not already done so during the mediation process, at least seven (7) days before the end of the ninety (90) -day mediation period, the mediator will provide to each Party a written summary of his conclusions regarding the outcome of the Dispute if it is submitted to arbitration under Section 16.4 below. Each Party will assume its own costs of Legal representation and expert witnesses and the Parties will share equally the costs of the mediation. The mediation will take place at a mutually agreed upon place. 16.4 Arbitration: If the Dispute has not been resolved under 16.3 within ninety (90) days of the Mediation Notice, and only in such event, either Party may initiate the arbitration procedure of this Section by giving written notice to the other Party (the "Arbitration Notice"). The Dispute will be finally resolved by binding arbitration in accordance with the then current CPR's Non -Administered Arbitration Rules by a single accordance The arbitrator will be selected by mutual agreement of the Parties; however, if the Parties have not selected the arbitrator within fifteen (15) days after the Arbitration Notice, the arbitrator will be selected under Rule 6 of the CPR's Rules. The arbitration will be governed by the United States Arbitration Action, 9 U.S.C. Sections 1-16, as amended, and judgment on the award rendered by the arbitrator may be entered by any court having jurisdiction. Each Party irrevocably waives any right to recover punitive damages with respect to any Dispute resolved by arbitration. The statue of limitations of the State of Colorado applicable to the commencement of a lawsuit will apply to the commencement of an arbitration under this Agreement, except that no defense will be available based upon the passage of time during any negotiation of mediation called for by the preceding subsections of the Section. Each Party will assume its own costs of legal representation and expert witnesses and the Parties will share equally the costs of the arbitration. The arbitration will award pre -judgment interest in accordance with the law(s) of Colorado applicable to the Dispute. The arbitration will take place in a mutually acceptable place. 16.3 Tolling of Statute of Limitations: All applicable statutes of limitation(s) and defenses based upon the passage of time shall be tolled while the procedures specified above Section 16 are pending. The Parties will take any action required to effectuate such tolling. Each Party is required to continue to perform its obligations under this Agreement Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co, (Seller) AmericanSodaGasPurchaseAgrntFinaiC5C415/6/2004 Page 11 of 27 • 1 pendin imprac final resolution of any Dispute, ;artless to do so would be impossible or 'cable under the circumstances. Section 17. Insurance 17.11 Unless otherwise agreed by Seller, during the term of this Agreement, Buyer shall provide and maintain in effect the following types and amounts of insurance as specified on the attached Exhibit C with insurance companies satisfactory to Seller. Section 18. Liens Bu)4er shall assume, pay and discharge any and all liabilities, claims or demands arising out of labor or material furnished in connection with the construction of the Plant or in any way ccinnected with the performance of the work on the Plant, and shall maintain Seller's property free and clear of any and all liens, claims or encumbrances of any type or description whatsoever arising out of the failure by Buyer or one of its subcontractors to make ',such payments when due. If Buyer disputes in good faith any lien, claim or encumbrance of any laborer, materialman or subcontractor, in lieu of immediate payment there° thereo , Buyer shall post adequate security to protect Seller from liability for the payment and from any expense of defending against that liability, until the dispute is finally determined. Likewise, Seller shall assume, pay and discharge any and all liabilities, claims or de ds arising out of labor or material furnished in connection to the GP Facility, and shall aintain that area where Buyer's Plant, Pipeline and various easements are located free and clear of any and all liens, claims or encumbrances of any type or description whatsoever arising out of failure of Seller or cne of its contractors or subcontractors to make such payments when due. If Seller disputes in good faith any lien, claim or encumbrance of any laborer, materialman or subcontractor, in lieu of immediate payment thereof, Seller shall post adequate security to protect Buyer from liability for payment thereof and from any expense of defending against that liability, until the dispute is finally determined. Further, and pursuant to Section 2.4 and Section 13, Seller and Buyer agree to pay any and all taxes due owing by them to any taxing authority on the real and personal property of the] GP Facility, Plant and Pipeline in a timely manner, holding the other party harmless from any lien or liability which might be assessed against their respective properties. Section 19. Successors and Assigns Tit Agreement shall be binding on an inure to the benefit of Seller and Buyer and their respe 've successors and assigns; provided, however, that this Agreement may be assigned only iso owners or operators of the Buyer's Bicarb Plant or the GP Facility, or their respective affiliates, and any purported assignment to any other party shall be void and of no effect. • 1 Gas Purchase & Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) American sdaGasPurchaseAgmtFinaIQ5o4i5f612004 Page 12 of 27 *ion 20. Notices All notices hereunder shall be in writing and may be sent by facsimile or mutually acceptable electronic means, or nationally recognized overnight courier service, first class mail or hand delivery. Such notice shall be deemed to have been given on the date of the delivery thereof to the Party receiving such notice. Any Party may change its address upon notice to the other Party. Addresses for notices, communications and statements to the Parties shall be given as follows: To Buyer: American Soda, LLP 2717 County Road 215 Parachute, CO 81635 Attn: Charlie Yates, General Manager Fax: (970) 285-6393 Tel: (970) 285-6500 Section 21. Miscellaneous • To Seller: Williams Production RMT Company 1058 County Road 215 Parachute, CO 81635 Attn: Steve Soychak, District Manager Fax: (970) 285-9573 Tel: (970) 285-9377 21.1 Confidentiality of Terms: The terms of this Agreement and the results of any audit conducted hereunder shall not be disclosed to any non -Party except when the disclosure is: 21.1.a. Required by law; 21.1.b. Requested by either Party's independent public accountants; 21.1.c. Required pursuant to a loan agreement; 21.1.d. Required to be disclosed in connection with the prosecution or defense of any litigation; or 21.1,e. Is otherwise agreed in writing to be disclosed. 21.2 Conduct of the Parties' Business: Each Party in the performance of this Agreement is engaged in an independent business and nothing herein contained shall be construed as giving either Party any right to contras the other Party in any way in the performance of the other Party's business. Neither Party shall have any right to exercise control over any of the other Party's employees, representatives, agents or contractors of any level. All employees, representatives, agents or contractors of any level of a Party shall be entirely under the control and direction of that Party, which shall be solely responsible for their actions and omissions. Gas Purchase ez Sale Agreement American Soda, LLP (Buyer) 3c Williams Production RMT Co. (Seller) AmercanSodaGasPurrhaseAgmtFinaiO504/516120704 Page 13 of 27 21.3 No Third Party Beneficiary: Nothing in this Agreement shall entitle any person other than Buyer or Seller, or their successors or assigns, to any claim, cause of action, remedy or right of any kind relating to the subject matter of this Agreement. 21.4 Waivers: No waiver by either Party of its rights or of any default by the other Party under this Agreement shall operate or be construed as a continuing waiver of such rights or as a waiver of any future default, whether of a like or different character. Any change, modification, amendment or alteration of this Agreement shall be in writing and signed by the Parties hereto and no course of dealing between the Parties prior or subsequent to the date of this Agreement shall be construed to change, modify, amend, alter or waive the terms hereof. 21.5 Severability: The invalidity of any one or rr:ore covenants or provisions of this Agreement shall not affect the validity of any other provisions hereof, and in case of any such invalidity, this Agreement shall be construed to the maximum extent possible as if such invalid provision(s) had not been included herein. 21.6 Integration: This Agreement and the Grant of Easements attached hereto as Exhibit "A" constitute the entire Agreement of the Parties respecting the matters addressed herein and supersedes all prior negotiations, proposals, inquiries, commitments and agreements, whether written or oral. 21,7 Construction: The Parties acknowledge and agree that the terms and conditions of this Agreement were freely negotiated and drafted jointly by the Parties, and the Parties further expressly agree that in the event of any ambiguity in any of the terms and conditions of this Agreement, such ambiguity shall not be construed for or against either Party on the basis that such Party did or did not author the same. 21.8 Headings: The headings of the Articles, Sections and Paragraphs of this Agreement are for convenience of reference only and shall not constitute part, nor modify, define or limit any of the terms of provisions hereof. 21.9 Counterparts: This Agreement may be executed in several counterparts, each of which shall be deemed an original but all of which together shall constitute one Agreement binding on the Parties hereto. 21.10 Choice of Law: This Agreement shall be governed by and construed in accordance with the laws of Colorado. 21.11 Limitation of Liability: Notwithstanding any other provisions in this Agreement, neither Seller nor Buyer shall be liable to the other for any incidental, indirect, special, consequential, punitive or reliance damages of any nature whatsoever regardless of the foreseeability thereof (including, but not limited to, any claim for lost profits) arising under or in connection with this Agreement. Gas Purchase Sz Sale Agreement American Soda, LLP (Buyer) Sc Williams Production %SMT Co. (Seller) Arne rican S o d alias Pu rchaseAgm tFinalf574i 5/6/20 04 Page 14 of 27 IN WITNESS WHEREOF, the Parties hereto have caused this Gas Purchase and Sale Agreement to be executed by their respective duly authorized representatives, effective as of the date first set forth above. AMERICAN SODA, LLP, a Colorado Limited Liability Partnership //,-/k By: £49i ,L Oetoraog ' Yr,t/ Its: )4-,'--r,er ,04.1 aP i- /7 7c'r WILLIAMS PRODIJCTDON RMT COMPANY, a Delaware co f:44, ration 44, L. %Ai -: v. Title: VP pnnl name c' �' hOK t ?rcd u hCiA- _ Gas Purchase Sr Sale Agreement American Soda, LLP (Buyer) ez Williams Production RMT Co. (Seller) Amer icanSadaGasPurehaseAgrn tFina10504/5/5/2004 Page 15of27 Exhibit A EXHIBIT "A" GRANT OF EASEMENTS Williams Production RMT Company, a Delaware Corporation ("Granter"), with an address of 1515 Arapahoe Street, Tower 3, Suite 1000, Denver, Colorado 80202, for and in consideration of the sum of One Hundred Dollars ($100.00) and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant and convey to American Soda, LLP, a Colorado limited liability partnership ("Grantee"), with an address of 2717 County Road 215, Parachute, Colorado 81635, the following rights, privileges and easements in Garfield County, Colorado: A. Site Easement: An easement to construct, inspect, modify. operate, maintain and repair a carbon dioxide gas processing plant (the "Plant") on a parcel of land 180 feet by 200 feet in the NW 114, NE 1/4 of Section 33, T. 65, R. 96W, 6`h P.M. and more fully described on the plat attached to this Grant (the "Site Easement"). B. Road: A nonexclusive right-of-way for the construction, maintenance, repair, improvement and use of a road 30 feet in width to access the Site Easement, and all necessary culverts and bridges, on. over and across a strip of land 30 feet in width in the NW1/4, NE1/4, of Section 33, T. 65, R. 96W, 6th P.M., and more fully described on the plat attached to this Grant (the "Road Easement"). C. Pipelines: A nonexclusive right-of-way 10 feet in width during construction and 5 feet in width following construction for the installation, construction, maintenance, repair, use of a pipeline, and all appurtenant equipment and appliances, for the transportation of carbon dioxide gas on. over, under, across and through a strip of land 10 feet in width in the NW I/4, NE1/4, SW1/4, NEI/4 and NW1/4, SE1/4, NE1/4, SEI/4 of Section 33 , and SW1/4, SW1/4 of Section 34, T. 65, R. 96W, 6th P.M., and more fully described on the plat attached to this Grant (the "Pipeline Easement"). D. Powerline: A nonexclusive right-of-way 5 feet in width during construction and 5 feet in width following construction for the installation, construction, maintenance, repair, use, and all appurtenant equipment and appliances. to provide power for the Plant, through a strip of land 5 feet in width in the SE1/4,SE1/4,SW 1/4,NiE1/4,NWI/4,NE1/4, of Section 33 and Wil/4, SW 1/4 of Section 34, T. 65, R. 96W, 6th P.M., and more fully described on the plat attached to this Grant (the "Powerline Easement"). The Site Easement, Road Easement, Pipeline. and Powerline Easement are collectively referred to as the "Easements." TO HAVE AND TO HOLD the Easements unto Grantee for the Term set forth below. Gas Purchase & Sale Agreement American Soda, LLP (Buyer) de Williams Production RMT Co. (Seller) AmericanSodaGasPurchase AgmtFinal0504/5/6%2004 Page 16 of 27 It is further agreed as follows: lik1. Term. This Grant of Easements terminates upon termination of that certain Gas Purchase and le Agreement, covering carbon dioxide gas, dated May 6, 2004 by and between Williams Production RMT Company, as Seller and American Soda. LLP. as Buyer (the "Gas Purchase Agreement") 2. Taxes. Whether or not taxes, assessments or public charges are separately assessed against Grantee, Grantee shall pay taxes, assessments or public charges levied or imposed upon the Easement herein granted or upon personal property, improvements ar fixtures owned or placed by Grantee on or under the Easement lands, subject to its right to contest same, provided that in no event shall Grantee permit the Easements to be sold for tax purposes. In the event said taxes, assessments or public charges are not separately assessed, then promptly following written notice from Grantor, Grantee shall reimburse Grantor for any taxes, assessments or public charges attributable to the Easements herein granted or Grantee's personal property, improvements or fixtures located an or under the Easement lands. 3. Liens. Grantee shall keep the Easements free and clear of all liens ar encumbrances at ail tunes. subject to its right to contest any lien in good faith; provided, however, that the lien and encumbrance of any general mortgage and indenture into which Grantee might enter shall not be affected by this provision. if said mortgage is subordinated to Grantee's obligation under this Grant of Easements. 4. Markinz of Easements. Grantee .shall have the non-exclusive right to mark the location of its Easements by suitable markers set on the ground. 5. Operations on the Easement Lands. Grantee shall construct. operate, and maintain its Easements in a safe, clean, lawful and workmanlike manner and in accordance with accepted industry standards including, but not limited to, the following: • a. Lay -down areas' location will be subject to Grantor's approval, which approval shall not be unreasonably withheld. b. The Road shall be graded and maintained to Grantor's reasonable satisfaction. c. Grantee shall bury the Pipeline and any subsurface equipment at least to a depth of thirty-six (36) inches from finished grade, except in areas in which consolidated rock is encountered. In such consolidated rock, Grantee shall bury the Pipeline and any subsurface facilities at least to a depth of twenty-four (24) inches from finished grade except where such burial is not reasonably feasible due to the terrain. d. Grantee shall provide casing for any portion of the Pipeline within heavy load crossing access routes, as reasonably designated by Grantor, from time to time, or at Grantee's option, shall bury said Pipeline to a depth sufficient to accommodate heavy load crossing routes_ e. Grantee shall provide prompt notice by telephone to Grantor of any material obstructions discovered during construction on or within the Easement lands which may reasonably require Grantor's cooperative removal to facilitate subsequent use of the Easernents; provided, however, that Grantor has no obligation to remove obstructions or to pay any of the costs thereof. 6. Reclamation. Following any construction, Grantee shall reclaim to Grantor's reasonable satisfaction the Easement lands, utilizing a contractor reasonably approved by Grantor. Such reclamation shall consist of the removal of facilities located above the surface of the ground. The slopes shall be graded back to be stable and fertilized, seeded and mulched for re -vegetation. On the Easement lands a seed mixture shall be as listed, fertilized as listed and some areas of critical concern shall require mulching. 411/ Gas Purchase Sz Sale Agreement American Soda, LLP (Buyer) dr Williams Production RMT Co. (Seller) Page ? 7 of 27 AmericanSociaGasPurchaseAgm tFinal0504/5/6/2004 Seed Mixture Required. Per Acre: Pounds Pure Species Origin Live Seed tier Acre Western Wheatgrass Rosana 4.0 Basin Wildrye Magnar 2.0 Sideoats Vaughn 2.0 Alkali Sacaton 1.0 Fertilizer: 250 bulk pounds 43-0-0 Required Per Acre Soil preparation required prior to fertilizing and seeding shall be by tilling to loosen the soil to a minimum depth of six (6) inches. This should be accomplished when backfilling is accomplished and access is in place to the sites. Fertilizer shall be applied prior to soil preparation if the tillage follows soon after. The seed planting should be accomplished with a drill seeder so that the seed is incorporated into the soil at a depth of 1/4 -'h inch and some scattered on the surface. Hay mulch, where required, will be grass hay applied uniformly at rate of 1 '/ tons per acre and crimped or mechanically anchored into the sail. 7. Use of Easement Lands. Grantor shall have the right to use and enjoy the Easement lands, but shall not exercise the use and enjoyment in a manner that will impair or interfere with the exercise by Grantee of any of the rights herein granted. • 8. Subordination. Grantee shall have the right to discharge or redeem for Grantor. in whole or in part, any mortgage, tax or other lien on the Easement lands and thereupon be subrogated to such lien and rights incident thereto. • 9. Assignability. The Easements may not be assigned without the prior written consent of Grantor, which shall not be unreasonably withheld. 10. No Waiver. The failure of Grantor to insist on strict performance of any of the terms hereof shall not be deemed a waiver of any rights or remedies that Grantor may have for any subsequent breach, default or nonperformance of the terms hereof. 11. Covenants. Run with the Land. This instrument and the rights, easements and agreements herein contained shall be covenants running with the "Land and shall inure to the benefit of and be binding upon. the successors and assigns of Grantor and Grantee. Dated this 6th day of May 2004. GRANTOR: WILLIAMS PRODUCTION RMT COMPANY, a Delawarecorporation Gas Purchase dr Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) AmericanSod aG as PurchaseAgm tFinaloso4/5/6/2004 Page 19 of 27 STATE OF COLORADO CITY AND COUNTY OFEXENUER `y , 2C04, by C' w I L 1 ed ^eiore me his day of o The foregoing insrtumes was acknowledged of Williams Psoducaon RMT C muany. a a j ..e'f r,c 1 '4tia �� Delaware corporation, •Witness my hand and seal. My Commission expires: ) GRANTEE_ AMERICAN SODA, LLF, a Colorado Limited Liability Parinersnip r 1a Its: L)r1e c7 "P 77,1476, Notary Public Gas Purchase Sr Sale Agreerment American Soda, LLP (Buyer) Zr 'Williams Production RMT Co. (Seiler) ArrtericanSodaGasPurchaseA SttFtnal05Q4l516/2C04 Page 1.9 a _" • Exhibit B Process Description CO2 Gas Recovery American Soda/Williams Parachute Plants Phase I Due to the upcoming shutdown of American Soda's Piceance nahcolite mining and processing plant, American Soda proposes to move their CO2 gas recovery equipment from the Piceance Plant to Williams' Parachute Creek Natural Gas Process Plant. CO2 currently vented at the Williams site will be recovered for use as a feedstock material for American Soda's sodium bicarbonate production. A new CO2 gas pipeline will be constructed to connect the Williams plant with American Soda's Plant. The project will take place in two phases. Phase I will produce a gaseous CO2 product only. Case II will install the additional equipment required to produce a liquefied CO2 product. e following is a process description for the Phase I CO2 recovery process. CO2 Compression 1.1. The recovery system will tie-in between the current CO2 Vent Tank and the CO2 Vent Stack. Gas from there will enter two CO2 compressors that will compress the gas from 115 'F and atmospheric pressure (12.14 PSIA) to 100 PSIA and 207 °F. 1.2. From the compressors, gas will flow to a secondary oil coalescer to remove any residual oil. This oil will be collected for lube oil disposal or recycle. 1.3. From the coalescer, gas will flow to the CO2 After Cooler where the heat from compression will be removed by cooling the gas down to 95°F. The After Cooler is a shell and tube heat exchanger with ammonia on the shell side to provide the cooling media. • Gas Purchase & Sale Agreement reemernt American Soda, L.LP (Buyer) & Williams Production RMT Co. (Seller) AmericanSodaGasPurchaseAgm tFinalo504/5/6/2404 Page 21 of 27 1.4. The cooled gas leaving the After Cooler will go into a knock -out pot to remove condensed water (the "Waste Water"). It is expected that C6-- hydrocarbons will also separate out of the gas as a liquid in this pot. The pot will dram by level control to the Seller. 1.5. The cooled gas will then flow to the CO2 After Chiller where the temperature will be reduced to 45 °F. The After Chiller is a shell and tube heat exchanger with ammonia on the shell side providing the cooling. 1.6. The cooled gas leaving the After Chiller will go into a knock -out pot to remove condensed water (the "Waste Water"). It is expected that additional C6+ hydrocarbons will also separate out of the gas as a. liquid in this pot. The pot will drain by level control to the Seller. 2. CO2 Drying 2.1. The gas leaving the knock -out pot will enter one of two CO2dryers containing an aluminum oxide desiccant (Alcoa Selexsorb® CD). The second dryer will be in regeneration mode. The desiccant will dry the gas to a -80 3F dew point. in addition to removing water, the desiccant will also remove polar hydrocarbons such as alcohols, ketones, and ethers. 2.2. Regeneration is performed by recycling some of the dry processed CO2 from the storage tank to an electric heater that will heat the gas to 500 °F before entering the dryer to perform regeneration. 2.3. Regeneration time for a dryer is about 12 hours. During this time, the off -gases from the dryer will be returned to the existing Williams CO2 Vent Stack. 3. Carbon Colunins 3.1. Dried gas from the dryer will flow to one of two sets of carbon columns. The carbon columns are arranged in two sets so one can be in operation while the other is regenerating. Gas Purchase St Sale Agreement Arnerican Soda, LLP (Buyer) 8& Williams Production RMT Co. (Seller) A me ricanSodaGasPurch aseAgm t.Pi n a lO5 o4/5/6/2{7(34 Page 22 of 27 3.1 The two columns in a set are arranged in series. The first column is filled with 2,020 lbs of Barnebey Sutcliffe's CJ activated carbon This carbon is design to remove sulfur species and odors. The second column is filled with an additional 1,788 lbs of CJ carbon, topped -off with 1,438 lbs of Barnebey Sutcliffe's 208C carbon. The 208C carbon is designed to remove C4+ hydrocarbons. 3.3. Like the dryers, the carbon columns are regenerated with hot CO2 gas that is recycled from the storage tank and heated to 500 °F by an electric heater. Regeneration time is approximately 12 hours. The off -gases will be returned to the existing CO2 Vent Stack. 4. Storage and Transport 4.1. Clean CO2 gas leaving the carbon columns will flow to a storage tank located at the Williams site. The tank will provide surge volume between the CO2recovery process and the new pipeline that will deliver CO2 to American Soda's Parachute plant. The tank will also provide recycle Co2 for equipment regeneration. 4.2. The storage tank is a 4,053 Ft.3vessel with a design pressure of 350 PSIG at 200°F. At 100 PSIA and 45 °F, the tank will hold approximately 3,500 lbs of gaseous CO2. Ammonia System 5.1. Refrigerated ammonia will be used in the CO2 After Chiller to cool the CO2 after compression. Compression for the gaseous ammonia will be provided by a new ammonia compressor that will boost the ammonia pressure from about 60 PSIA to 172 PSIA. At this pressure, gaseous ammonia will condense at about 87 °F. 5.2. After leaving the ammonia compressor, the gaseous ammonia will be condensed to a liquid in two ammonia evaporator coolers. The coolers will rely upon air-cooled fans for condenser cooling except during hot summer days. During that time, water will be sprayed onto the fans to provide additional evaporative cooling. 5.3. Ammonia liquid from the condensers will gravity drain to the Ammonia Receiver Tank. An ammonia pump will pump liquid out of the tank and distribute it to the process heat exchangers. Gas Purchase ez Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) AmericanSodaGasPurchaseAgmtFinalO504/5i612CC4 Page 23 of 27 1 • • 5.4. The total amount of ammonia in the system is 9,700 lbs. This requires that the operating amount of ammonia in the storage tank be about 2,700 lbs. 6. Other Items 6.1. The CO2 and ammonia compressors are Frick rotary screw compressors. Oil and CO2 leave the discharge of the compressors and is separated in oil separator immediately down stream of the compressor discharge. The oil is cooled by ammonia refrigeration and returned to the compressor. 6.2. A bypass valve will be installed around the recovery tie-in point to allow CO2 from Williams' gas processing plant to vent to the existing CO2 Vent Stack when the CO2 recovery system is down. Gas Purchase ez Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) AmericanSodaGasPurchaseAgmtFinal05041516!2004 Page 24 of 27 • Exhibit C SPECIAL CATEGORY Contractor's Insurance Requirements CONTRACTOR will carry or cause to be carried and maintained in force throughout the entire term of this contract insurance as described in paragraphs (A) through (1) below with insurance companies acceptable to COMPANY The limits set forth below are minimum limits and will not be construed to limit CONTRACTOR'S liability. All costs and deductible amounts will be for the sole account of the CONTRACTOR. (A) Workers' Compensation insurance complying with the taws of the State or States having jurisdiction over each employee, whether or not CONTRACTOR is required by such laws to maintain such insurance, and Employer's Liability with limits of $1,000,000 each accident, $1,000,000 disease each employee, and $1,000,000 disease policy limit. If work is to be performed in North Dakota. Ohio, Washington, Wyoming or West Virginia. CONTRACTOR will participate in the appropriate state fund(s) to cover all eligible employees and provide a stop gap endorsement. If work is to be performed offshore or on navigable waterways, this insurance shall be endorsed to provide full Maritime Liability coverage, including Longshore and Harbor Workers Act, including Outer Continental Shelf Lands Act, Jones Act, Death on High Seas Act and In Rem, (B) Commercial or Comprehensive General Liability insurance on an occurrence form with a combined single limit of $1,000,000 each occurrence, and annual aggregates of $1,000,000, for bodily injury and property damage, including coverage for premises -operations, blanket contractual iiability, broad form property damage, personal injury liability, independent contractors, products/completed operations, sudden and accidental pollution and explosion, collapse and underground. (C) Automobile Liability insurance with a combined single limit of $1,000,000 each occurrence for bodily injury and property damage to include coverage for all owned, non -owned, and hired vehicles. (D) Excess or Umbrella Liability insurance with a combined single limit of $5,000,000 each occurrence, and annual aggregates of $5,000,000, for bodily injury and property damage covering excess of Employer's Liability and the insurance described in (B) and (C) above.. (E) If watercraft are used for the performance of the work, Protection and Indemnity insurance with a combined single limit of $5,000,000 each occurrence for bodily injury and property damage including coverage for chartered vessels, members of crew, In Rem, contractual liability, collision, and towers liability. In addition, Hull and Machinery insurance likas Purchase & Sale Agreement American Soda, LLP (Buyer) dr Williams Production RMT Co. (Seller) American5odaGasPurchaseAgmtFina1050415/6/2004 Page 25of27 r • • will be carried in amounts equal to the market value of all vessels owned andfor operated by or for the CONTRACTOR. (F) If aircraft are used for the performance of the work, Aircraft Liability insurance with a combined single limit of $5,000,000 each occurrence for bodily injury and property damage including, passenger liability (subject to a minimum limit of $1,000,000 per passenger), and contractual liability covering all owned and non -owned aircraft. (0) If engineering or design activities are part of the contract scope, Professional Liability insurance with limits of $5,000,000 each occurence covering acts, errors, omissions committed or alleged to have been committed by the Contractor. including coverage for toss of use, loss of income and Toss of business. (Hf) If a waste disposal or treatment facility or a waste hauler, or remedial action is involved for the performance of work, Pollution Legal Liability in the amount of $5,000,000 per loss, with an annual aggregate of $5,000,000 and shall cover losses caused by pollution conditions that arise from the operations of the Contractor described under Work as defined in this Agreement. Coverage shall apply to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured; cleanup costs; and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims. A policy providing General Liability and Contractors Pollution Legal Liability shall be acceptable in meeting the requirements of paragraphs B and H above, provided that the limits of such combined policy are at least $6,000,000. A policy providing General Liability, Contractors Pollution Legal Liability and Environmental Professional Liability shall be acceptable in meeting the requirements of paragraphs B. G and H above, provided that the limits of such combined policy are at least $10,000,000. If the performance of the work described in this contract involves the disposal of any hazardous or non hazardous materials from the job site, the CONTRACTOR must furnish to the COMPANY evidence of pollution legal liability insurance maintained by the disposal site operator for losses arising from the insured facility accepting waste under this contract. Coverage certified to the COMPANY under this paragraph must be maintained in minimum amounts of $5,000,000 per loss, with an annual aggregate of at least $10,000,000. (1) For offshore pipeline construction, Builder's Risk and Transportation and Installation (Cargo) insurance covering all risk of physical loss or damage to all property, material and equipment during construction, while in transit, during loading and unloading, while in storage, while at another location for repair and during installation for the full insurable value of the project when completed. This insurance shall cover the entire period of construction until final acceptance by COMPANY. COMPANY will be named as an insured under this insurance, and this insurance will be endorsed to provide primary insurance for COMPANY. Gas Purchase St Sale Agreement American Soda, LLP (Buyer) & Williams Production RMT Co. (Seller) A meri canSodaGasP u rch as eA gm tFinaiDSO4/51612004 Page 26 of 27 4 • Insurance proceeds will be for the benefit of COMPANY and CONTRACTOR, as their respective interest shall appear. Irrespective of the insurance requirements above, the insolvency, bankruptcy, or failure of any such insurance company providing insurance for CONTRACTOR, or the failure of any such insurance company to pay claims that occur will not be held to waive any of the provisions hereof. In each of the above described policies, CONTRACTOR agrees to waive and will require its insurers to waive any rights of subrogation or recovery they may have against COMPANY, its parent, subsidiary or affiliated companies. Under the insurance policies described in (B) -(F) above, COMPANY, its parent, subsidiary and affiliated companies will be named as additional insureds as respects CONTRACTOR'S operations and as respects any work performed under this contract, and this insurance will be primary over any other insurance maintained by COMPANY, its parent, subsidiary or affiliated companies. The additional insured endorsement per Exhibit A will be endorsed to all such policies of CONTRACTOR. Any cost associated with naming these additional insureds is included in the contract cost. Non -renewal or cancellation of policies described above, will be effective only after written notice is received by COMPANY from the insurance company thirty (30) days in advance of any such non- renewal or cancellation. Prior to commencing :he Work hereunder, CONTRACTOR will deliver to COMPANY certificates of insurance on an Acord forts and the additional insured and other insurance "Indorsements evidencing the existence of the insurance required above. In the event of a Ioss or claim arising out of or in connection with this contract, CONTRACTOR agrees, upon request of COMPANY, to submit the original or a certified copy of its insurance policies for inspection by COMPANY. Gas Purchase & Sale Agreerrtent American Soda. LL? (Buyer) & Williams Production RMT Co. (Seller) ArnericanSodaGasPurtaseAgmtRana105O4/5/6/2004 Page 27 of 27 • PHASE I ENVIRONMENTAL SITE ASSESSMENT VACANT LAND PROPOSED SITE OF CARBON DIOXIDE PROCESSING PAD PARACHUTE CREEK VALLEY, COLORADO Prepared for: SOLVAY AMERICA, INC. HOUSTON, TEXAS JUNE 2004 REF. NO. 36170 (2) This report is printed on recycled paper. CONESI'OGA-ROVERS & ASSOCIATES 11200 Richmond Ave.; Suite 200 Houston, Texas 77082 • EXECUTIVE SUMMARY Conestoga -Rovers & Associates (CRA) was retained by Solvay America, Inc. (Solvay), to complete a Phase I Environmental Site Assessment (ESA) of a 0.92 -acre vacant parcel of land located adjacent to and southeast of a Williams Production RMT (Williams) natural gas processing plant off of County Road 215 m Garfield County, Colorado, approximately five miles northwest of the town of Parachute, Colorado (Property or Site). The purpose of the Phase I ESA was to identify recognized environmental conditions, as defined in ASTM E1527-00, associated with prior or current activities conducted at the Site. This ESA was conducted to assist Solvay m establishing CERCLA "innocent landowner defense" and to evaluate business environmental risk, as defined in ASTM Standard E1527-00, at the Site. The Phase I ESA Site Inspection was conducted by CRA on May 12, 2004. The Site consists of a 0.92 -acre vacant parcel of land located approximately one mile north of the American Soda LLP plant in the Parachute Creek valley in western Colorado. Based on the Phase I ESA including the Site inspection, database search, historic records reviewed, information provided by Site personnel, and interviews, the following potential recognized environmental conditions (RECs), as defined in ASTM Standard E1527-00, were identified at the Site. • Potential entrainment of pollutants in stormwater running off Williams gas plant onto the Site. CRA has performed this Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-00. Any exceptions to, or deletions from this practice are described in Section 1.0 of this report. 36170-00(2) i CONESfOGA-ROVERS & ASSOCIATES TABLE OF CONTENTS Paye 1.0 INTRODUCTION 1 2.0 ENVIRONMENTAL DATABASES SEARCH AND HISTORICAL RECORDS REVIEW 3 2.1 ENVIRONMENTAL DATABASES SEARCH 3 2.1.1 FEDERAL DATABASES 3 2.1.2 STATE DATABASES 6 2.2 HISTORICAL RECORDS REVIEW 8 2.2.1 SANBORN FIRE INSURANCE MAPS 8 2.2.2 PROPERTY TITLE SEARCH 8 2.2.3 AERIAL PHOTOGRAPHS 8 2.2.4 HISTORICAL TOPOGRAPHIC MAPS 9 2.2.5 WATER WELLS AND OIL/GAS WELLS 9 2.3 PREVIOUS SI I . INVESTIGATIONS/ESAs 9 3.0 SITE INSPECTION 10 3.1 SITE OVERVIEW 10 3.2 ENVIRONMENTAL SETTING/ADJACENT PROPERTIES 10 3.3 UTILITY SERVICES.... 12 3.4 UNDERGROUND STORAGE TANKS (USTs) 12 3.5 ABOVEGROUND STORAGE TANKS (ASTs) 12 3.6 RAW MATERIAL AND CHEMICAL USE AND STORAGE 13 3.7 SOLID AND SPECIAL WASTE 13 3.8 HAZARDOUS WASTE 13 3.9 WASTEWATER/ SEWERS 13 3.10 STORMWATER 14 3.11 AIR EMISSIONS 14 3.12 ASBESTOS CONTAINING MATERIALS (ACM) 14 3.13 POLYCHLORINATED BIPHENYLS (PCBs) 14 3.14 IONIZING RADIATION 14 3.15 SPILLS /RELEASES 15 3.16 CERCLA LIABILITY POTENTIAL 15 4.0 SUMMARY OF IDENTIFIED ENVIRONMENTAL ISSUES 16 4.1 FINDINGS 16 4.1.1 POTENTIAL CURRENT RECOGNIZED ENVIRONMENTAL CONDITIONS..... 16 36170-00(2) ii CONES'TOGA-ROVERS & ASSOCIATES • FIGURE 1 SH'E LOCATION FIGURE 2 SITE PLAN LIST OF FIGURES LIST OF APPENDICES APPENDIX A ASSESSOR QUALIFICATIONS APPENDIX 13 DATABASE SEARCH APPENDIX C AERIAL PHOTOGRAPHS APPENDIX D SITE PHOTOGRAPHS ;�, f 7E1-011( 111 CONESTOGA-ROVERS (Sr ASSOCIATES • • • 1.0 INTRODUCTION Conestoga -Rovers & Associates (CRA) was retained by Solvay America, Inc. (Solvay), to complete a Phase I Environmental Site Assessment (ESA) of a 0.92 -acre vacant parcel of land located adjacent to and southeast of a Williams Production RMT (Williams) natural gas processing plant off of County Road 215 in Garfield County, Colorado, approximately five miles northwest of the town of Parachute, Colorado (Property or Site). The purpose of the Phase I ESA was to identify recognized environmental conditions (RECs), as defined in ASTM E1527-00, associated with prior or current activities conducted at the Site. This ESA was conducted to assist Solvay in establishing CERCLA "innocent landowner defense" and to evaluate business environmental risk, as defined in ASTM Standard E1527-00, at the Site. A Site location map is provided as Figure 1. A Site plan is provided as Figure 2. The Site consists of a 0.92 -acre vacant parcel of land located approximately one mile north of the American Soda LLP plant in the Parachute Creek valley in western Colorado. The American Soda LLP operations were recently acquired by Solvay and require access to surplus carbon dioxide gas produced as a byproduct of natural gas processing at the Williams plant. American Soda will use the carbon dioxide gas to produce sodium bicarbonate at their nearby facility. No building structures are present on the Site. The Site is undeveloped and is used for cattle grazing. Based on a review of aerial photographs, the Site has been utilized as pastureland since at least 1993, and may have been part of a work camp associated with Unocal oil shale operations prior to that time. The Phase I ESA was conducted in general accordance with ASTM Standard E 1527-00 for conducting environmental assessments. The assessment included an environmental database search, historical records review, a Site inspection of accessible areas, a review of relevant Site records made available to CRA, and interviews with individuals associated with the Site. No exceptions to ASTM E1527-00 were taken during this Phase I ESA. This Phase I ESA was prepared by Mr. John Evanoff and reviewed by Mr. Brian Boevers of CRA. Copies of curriculum vitae outlining the assessor's qualifications are contained in Appendix A. The following tasks were conducted during the assessment: • review of Federal and State environmental databases and historical records; • review of aerial photographs of the Site; • review of past and current property use and adjacent property occupancy; 36170-00(2) 1 CONESTOGA-ROVERS & ASSOCIATES • inspection of the facilities, equipment, utility services, operations, and associated Site records; • observations of conditions that represented potential environmental concerns; • review of chemical use and storage and spill/release incidents; • observations of potential asbestos containing materials (ACM); • review of the results of prior inspections conducted at the Site; • review of waste handling, accumulation, storage, and disposal practices; • review of air emissions and wastewater discharges; • review of equipment that potentially contain polychlorinated biphenyls (PCBs); and • review of aboveground and underground storage tank records. CRA relied on information received from Williams and American Soda personnel as accurate unless contradicted by written documentation or field observations. The following report summarizes the information gathered by CRA during the Phase 1 ESA and identifies RECs, as defined in ASTM Standard E1527-00 associated with the Site. The Phase 1 ESA has been prepared for the use of Solvay and may not be relied upon by any other party without written consent from CRA, 36170-00(2) 2 CONESTOGA-ROVERS & ASSOCIATES • • 2.0 ENVIRONMENTAL DATABASES SEARCH AND HISTORICAL RECORDS SEARCH 2.1 ENVIRONMENTAL DATABASES SEARCH CRA contracted Environmental Data Resources, Inc. (EDR) to conduct a search of federal and state environmental databases. Based on the address of the Site, the database searches were completed to assist in the identification of conditions at the Site and within a radius distance specified in ASTM Standard E1527-00. A copy of the database search is included as Appendix B. The following databases were searched with the findings as follows: 2.1.1 FEDERAL DATABASES 1. National Priority List (NPL) - The NPL is a United States Environmental Protection Agency (USEPA) listing of the nation's worst uncontrolled or abandoned hazardous waste sites. NPL Sites are targeted for possible long-term remedial action under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980. In addition, the NPL Report includes information concerning cleanup agreements between the USEPA and potentially responsible parties, any liens filed against contaminated properties, as well as the past and current USEPA budget expenditures tracked within the Superfund Consolidated Accomplishments Plan (SCAP). FINDING: According to the databases searched, the Site was not on the NPL_ No sites within a one -mile radius of the Site were on the NPL. 2. Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) - The CERCLIS List contains data on potentially hazardous waste sites that may have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the NPL and sites which are in the screening and assessment phase for possible inclusion on the NPL. FINDING. According to the databases searched, the Site was not on the CERCLIS List. No sites within a half -mile radius of the Site were on the CERCLIS List. 36170-00(2) 3 CONESTDGA-ROVERS & ASSOCIATES • • • 3. No Further Remedial Action Planned Sites Report (NFRAP) - As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund Action or NPL consideration. EPA has removed approximately 25,000 CERCLIS sites to lift the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites. FINDING: According to the databases searched, the Site was not listed in the NFRAP Sites Report. No sites within a half -mile radius of the Site were listed in the NFRAP Sites Report. 4. Resource Conservation and Recovery Information System (RCRIS) - Non - Corrective Action Treatment, Storage and Disposal (TSD) Facilities Report - The RCRIS-TSD Report contains information regarding those facilities that either treat, store or dispose of USEPA-regulated hazardous waste. The following information also is included in the RCRIS-TS Report: information regarding the status of facilities tracked by the Resource Conservation and Recovery Act (RCRA) Administrative Action Tracking System (RAATS); inspections and evaluations conducted by Federal and State Agencies; all reported facility violations, the environmental statutes violated and any proposed and actual penalties; and a complete listing of USEPA-regulated hazardous wastes which are generated or stored on site. FINDING: According to the databases searched, the Site was not listed in the RCRIS-TSD Report. No adjacent sites were listed in the RCRIS-TSD Report. One site within a one -mile radius of the Site was listed in the RCRIS-TSD Report, this being Union oil of CAL - Parachute (address not reported). 5. Resource Conservation and Recovery Act (RCRA) - Corrective Action (CORRACTS) Report - The CORRACTS Report contains information pertaining to hazardous waste treatment, storage and disposal facilities (RCRA TSDs) which have conducted or are currently conducting corrective actions as regulated by the Resource Conservation and Recovery Act. The following information also is included in the CORRACTS Report: information regarding the status of facilities tracked by the RAATS; inspections and evaluations conducted by Federal and State Agencies; all reported facility violations, the environmental statutes 36170-00(2) 4 CONIESTOGA-ROVERS & ASSOCIATES • violated and any proposed and actual penalties; information pertaining to corrective actions undertaken by the facility or the USEPA; and a complete listing of USEPA-regulated hazardous wastes which are generated or stored on site. FINDING: According to the databases searched, the Site was not listed in the CORRACTS Report. No adjacent sites were listed in the CORRACTS Report,. One site within a one -mile radius of the Site was listed in the CORRACTS Report, this being Union Oil of CAL — Parachute (address not reported). 6. Resource Conservation and Recovery Information System - Large Quantity Generators (RCRIS-LQG) Report - The RCRIS-LQG Report contains information regarding facilities that either generate more than 1,000 kilograms (kg) of USEPA-regulated hazardous waste per month or meet other applicable requirements of RCRA. The following information also is included in the RCRIS- LQG Report: information regarding the status of facilities tracked by the RAATS; inspections and evaluations conducted by Federal and State Agencies; all reported facility violations, the environmental statutes violated and any proposed and actual penalties; information pertaining to corrective actions undertaken by the facility or the USEPA; and a complete listing of USEPA- regulated hazardous wastes which are generated or stored on site. FINDING: According to the databases searched, the Site was not listed in the RCRIS-LQG Report. No sites within a quarter -mile radius of the Site were listed in the RCRIS-LQG Report. 7. Resource Conservation and Recovery Information System - Small Quantity Generators (RCRIS-SQG) Report - The RCRIS-SQG Report contains information regarding facilities that either generate between 100 kg and 1,000 kg of USEPA- regulated hazardous waste per month or meet other applicable requirements of RCRA. The following information also is included in the RCRIS-SQG Report: information regarding the status of facilities tracked by the RAATS; inspections and evaluations conducted by Federal and State Agencies; all reported facility violations, the environmental statutes violated and any proposed and actual penalties; information pertaining to corrective actions undertaken by the facility or the USEPA; and a complete listing of USEPA-regulated hazardous wastes which are generated or stored on site. FINDING: According to the databases searched, the Site was not listed in the RCRIS-SQG Report. No sites within a quarter -mile radius of the Site were listed in the RCRIS-SQG Report. 36170-00(2) 5 CONESTOGA-ROVERS & ASSOCIATES • • The following sites were listed in the RCRIS-SQG Report, but could not be located with respect to the Site due to incomplete address information: Facility Colorado Dept. of Highways Unocal Shale Oil Facility Address 7833 Highway 61-70A MP 73.00 10735 County Road 215 8. Emergency Response Notification System - ERNS records and stores information on reported releases of oil and hazardous substances. FINDING: According to the databases searched, the Site was not listed in the ERNS. 9. Toxic Chemical Release Inventory System (TRIS) - The TRIS Database identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. FINDING: According to the databases searched, the Site was not listed in the TRIS Database. No sites within a half -mile radius of the Site were listed in the TRIS Database. 2.1.2 STATE DATABASES 1. Underground Storage Tank (UST) Report — Underground Storage Tanks (USTs) are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. FINDING: According to the databases searched, the Site was not listed in the UST Report. No sites within a quarter -mile radius of the Site were listed in the UST Report. One site was listed in the UST Report, but could not be located with respect to the Site due to incomplete address information, this being CDOT Parachute located on Highway 6. 2. Leaking Underground Storage Tank (LUST) Report - The LUST Report contains an inventory of reported leaking underground storage tank incidents. 36170-00(2) 6 CONESTOCGA-ROVERS & ASsoaA FINDING: According to the databases searched, the Site was not listed in the LUST Report. No sites within a half -mile radius of the Site were listed in the LUST Report. The following sites were listed in the LUST Report, but could not be located with respect to the Site due to incomplete address information: Facility CDOT Parachute Address Hwy. 6; Hwy. 70A MP 73 Baxter Pass Compressor Station 25 MI N of Grand Junction 3. Solid Waste Facility List - The Solid Waste Facility List contains an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. FINDING: According to the databases searched, the Site was not on the Solid Waste Facility List. No adjacent sites were on the Solid Waste Facility List. One site within a half -mile radius of the Site was on the Solid Waste Facility List, this being Unocal Waste Impoundment located at 2717 County Road 215. 4. State Hazardous Waste Sites List --- State hazardous waste site records are priority sites planned for cleanup using state funds and are identified along with sites where cleanup will be paid for by the potentially responsible parties. The State of Colorado does not maintain a State Hazardous Waste Sites List. 5, State NPL Sites List - State NPL site records are the states' equivalent to the Federal NPL. The State of Colorado does not maintain a State NPL Sites List. 6. State CERCLIS Sites List - State CERCLIS site records are the states' equivalent to the Federal CERCLIS. The State of Colorado does not maintain a State CERCLIS Sites List. 36170-00(2) 7 CONES TOGA -ROVERS & ASSOCIATES 2.2 HISTORICAL RECORDS REVIEW 2.2.1 SANBORN FIRE INSURANCE MAPS Sanborn Fire Insurance Maps assist in the identification of historic land use and commonly indicate the existence and location of aboveground and underground storage tanks, structures, improvements and facility operations. No Sanborn Maps were reported to be available for the Site in the EDR Historic Map Collection. 2.2.2 PROPERTY TITLE SEARCH A property title search was not provided to CRA for review. 2.2.3 AERIAL PHOTOGRAPHS Aerial photographs assist in the identification of Site features and outdoor activities of potential environmental concern. Aerial photographs of the Site for the years 1960, 1980, 1993, 1999, were obtained from EDR and were reviewed by CRA. The following is a summary of CRA"s interpretation of features observed on the aerial photographs: 1960: The 1960 aerial photograph was reviewed at a scale of one -inch equals 500 feet and depicts the Site and adjacent properties to be undeveloped land. The nearest road (presently County Road 215) is located approximately 1,000 feet east of the Site. 1980: The 1980 aerial photograph was reviewed at a scale of one -inch equals 800 feet. Both the Site and adjacent properties appear to be irrigated farmland. 1993: The 1993 aerial photograph was reviewed at a scale of one -inch equals 500 feet and depicts the Site and adjacent properties to be irrigated farmland. Several large surface impoundments can be seen approximately 2,000 feet to the southeast of the Site. 1999: The 1999 aerial photograph was reviewed at a scale of one -inch equals 500 feet and depicts the Site and adjacent properties to be irrigated farmland. Several of the impoundments observed in the 1993 photograph appear to have been closed. One large impoundment remains visible. Copies of available aerial photographs of the Site are presented in Appendix C. 36170-00(2) 8 CONESTOGA-ROVERS & ASSOCIATES 2.2A CITY DIRECTORIES City Directories are useful in identifying potential historical land use at or near the Site if it is located in an urban area. No city directory data were reported to be available for the Site in the EDR databases. 2.2.5 WATER WELLS AND OIL/GAS WELLS LISTS Water well records can be useful in identifying hydrogeological conditions, potential receptors, local land use and groundwater quality. Oil and gas well records can be useful in identifying potential contaminant sources. The EDR water well database shows that there are twenty four water wells within a one - mile radius of the Site, with two water wells within a quarter -mile radius of the Site. One of the two closest water wells is identified as a municipal well, screened between 61 and 79 feet of depth. Eleven of the wells are identified as monitoring wells located between a quarter -mile and a half -mile to the southeast of the Site. These monitoring wells are screened from 10.0 to 55.0 feet bgs. The remainder of the water wells are identified as livestock or domestic wells. The EDR oil and gas well database shows that there are four oil/gas wells located within a quarter -mile radius and a total of sixty four oil/gas wells within a one -mile radius of the Site. No information was available in the database concerning production type, water -cut, naturally—occurring radioactive materials (NORM) or spills and releases associated with these wells. 2.3 PREVIOUS SITE INVESTIGATIONS/ESAs According to Williams and American Soda personnel, no previous site investigations or ESAs have been conducted for the Site. 36170-00(2) 9 CONESTOGA-ROVERS& ASSOCIATES • • • 3.0 SITE INSPECTION On May 12, 2004, Mr. John Evanoff of CRA completed a Site inspection of the property located adjacent to and southeast of a Williams natural gas processing plant off of County Road 215 in Garfield County, Colorado, approximately five miles north of the town of Parachute, Colorado. The Site inspection included an inspection of the Site, review of relevant Site records available to CRA at the Williams and American Soda facilities, visual observations of adjacent properties as viewed from the Site and surrounding roadways, and interviews with individuals knowledgeable of the Site. CRA was accompanied by Mr. Ed Cooley, EHS Manager for American Soda during part of the Site inspection. Information regarding the Site was provided by Mr. Cooley and by Mr. Eric Miller, manager of the Williams gas plant , the current Site owner. Other Williams personnel interviewed in the field were Mr. Richard Jenkins and Mr. Chad. Stratton. 3.1 SITE OVERVIEW The Site consists of a 0.92 -acre vacant parcel of land located approximately 1,000 feet west of County Road 215, in the Parachute Creek valley in Garfield County, Colorado (see figure 1) approximately five miles northwest of the town of Parachute. No building structures are present on the Site. The Site is undeveloped and used as pastureland for the grazing of cattle. Access to the Site is not restricted since the Site itself is unfenced and cattle gates near the roadways are not locked. Based on a review of aerial photographs, the Site has been utilized as agricultural land since at least 1993. The Site is currently owned by Williams, and according to Mr. Cooley, Williams purchased the Site in 2001 from Unocal. Photographs of the Site are included as Appendix D. 3.2 ENVIRONMENTAL SETTING/ADIACENT PROPERTIES The Site is located immediately adjacent to the southeastern boundary of a Williams natural gas processing plant situated in the rural Parachute Creek valley between County Road 215 to the northeast and Parachute Creek to the southwest, approximately one mile northwest of the American Soda plant. The Site is square in shape, approximately 200 feet on a side and is situated on relatively flat terrain that slopes gradually downward to the south toward Parachute Creek, which is approximately 1,000 feet from the Site. No building structures are present on the Site. A surface drainage swale running from north to south bisects the Site and appears to collect a 36170-00(2) 10 Co smcA-RovERs & ASSOCIATES • • portion of the storm water runoff from the Williams plant. The Site is predominantly covered by grassy vegetation throughout with a small, denuded area covered with rounded rocks located in the western comer. To the southwest of the Site in the direction of the creek, there is an electrical power line, a pole -mounted transformer, numerous metal and plastic drain or vent pipes protruding from the ground, and a manhole that may be part of a former septic system. A dirt road, and parallel drainage ditch and natural gas pipelines are located beyond the drain pipes to the southwest of the Site (figure 2). No stained soils or evidence of fill was observed on the Property during the Site inspection. A natural gas pipeline right of way (ROW) operated and maintained by Williams extends from the dirt road at the southern corner of the Williams plant to Parachute Creek and beyond to an intersection with a Barrett Resources pipeline right of way. Solvay intends to construct a carbon dioxide supply pipeline from the Site to the American Soda plant within the Williams and Barrett Resources pipeline ROWs. At the time of the inspection, a natural gas well was being drilled approximately 500 feet to the west of the Site. The Site is bordered: • to the northeast by the Williams -owned pastureland, with natural gas production facilities, a pipeline ROW and County Road 215 beyond; • to the northwest by the Williams natural gas processing plant, with a paved unnamed road and pastureland beyond; • to the southeast by Williams -owned pastureland, natural gas production facilities and a closed former Unocal impoundment located on 88 acres that remains owned by Unocal; and • to the southwest by Williams -owned pastureland with a pipeline ROW, dirt road and Parachute Creek located beyond. The primary evidence of potential adverse impact to the Site from the adjacent properties that was observed by CRA during the Site inspection was that of storm water runoff from the corepressors, ASTs and valves located within the Williams plant. Only one adjacent property was listed in the database search as having any potential environmental concerns. The former Unocal Waste Impoundment located southeast of the Site was listed in the Solid Waste Facilities List, (see Section 2.1). This impoundment appears in the 1993 aerial photograph as a series of separate ponds. The impoundment was closed in 2002. According to Mr. Ed Cooley, the area of the impoundment has an arsenic problem and remains owned by Unocal. CRA contacted Mr. Joseph Schieffelin of the Colorado Department of Public Health and Environment and was told that the Unocal impoundments have been clean -closed under state supervision and approval, 36170-00(2) 11 CONESTOGA-ROVERS & ASSOCIATES • and that no post -closure requirements are necessary and that the groundwater has not been impacted. No surface water is located on the Property. The nearest named body of water is Parachute Creek that is located approximately 1,000 feet southwest of the Site. The elevation of the Site is approximately 6,000 feet above mean sea level. Based on the EDR, database search, the US Department of Agriculture, Soil Conservation Service has classified shallow soils underlying the Site to consist of clayey loam. No Site-specific information was available regarding depth to or flow direction of any shallow groundwater that may be present under the Site. Based on the topography, shallow groundwater would be expected to flow to the southeast. However, in an arid climate such as that of western Colorado, a perennial stream such as Parachute Creek may act as a recharging stream, resulting in an easterly groundwater flow direction at the Site. Based on a review of monitoring well data from wells installed at the American Soda plant, depth to groundwater is expected to range from approximately 30.0 to 56.0 feet below ground surface (bgs). 3.3 UTILITY SERVICES An electrical power line extends from the Williams gas plant to a power pole containing a single transformer immediately southwest of the Site. No other utility services are located at the Site. According to Williams personnel, the purpose of the drain lines and vents immediately southwest of the Site is unknown. No evidence of a water supply well was observed by CRA at the Site during the Site inspection. 3.4 UNDERGROUND STORAGE TANKS (USTs) According to Site personnel, no USTs are currently or are known to have historically been utilized at the Site. No evidence of the presence of USTs (e.g., vent pipes, fill ports, etc.) was observed by CRA during the Site inspection. The Site was not listed in either the Colorado UST or LUST databases searched as having USTs or releases therefrom. 3.5 ABOVEGROUND STORAGE TANKS (ASTs) Based on CRA field observations, no ASTs presently exist on Site. No ASTs historically have been owned or operated at the Site, according to Site personnel. No evidence of former AST use or releases therefrom was observed by CRA during the Site inspection. 36170-00(2) 12 CONESTOGA-ROVERS & ASSOCIATES • 3.6 RAW MATERIAL AND CHEMICAL USE AND STORAGE Based on information provided by Site personnel and from CRA field observations, no raw materials or chemical/petroleum products are or historically were utilized at the Site. No evidence of a release of chemical or petroleum products at the Site was observed by CRA during the Site inspection. Site personnel had no knowledge of chemical or petroleum spills or releases having occurred at the Site. Based on the historic use of the Site as pastureland, agricultural chemicals such as fertilizers, pesticides, and herbicides may have been used. The types of chemicals used and the application rates could not be determined. If the chemicals were applied in accordance with manufacturer specifications, residual concentration m Site soils would be consistent with local background levels and would not be a concern based on current Site use. 3,7 SOLID AND SPECIAL WASTE No evidence of the on -Site generation, storage, or disposal of solid wastes was observed by CRA during the Site inspection. American Soda and Williams personnel were unaware of any on -Site disposal of solid or chemical wastes at the Property. No evidence of on -Site chemical waste disposal was observed by CRA during the Site inspection. 3.8 HAZARDOUS WASTE According to American Soda and Williams personnel and based on Site observations, no hazardous wastes are currently generated, treated, stored, or disposed on Site. The Site was not listed in the RCRIS-SQG, RCRIS-LQG, or RCRIS-TSD Databases as a hazardous waste generator or facility. 3.9 WASTEWATER/SEWERS No evidence of historic or current on -Site generation of wastewater was observed by CRA during the Site inspection. The suspected septic system observed to the southwest 36170-00(2) 13 CONESTOGA-ROVERS & ASSOCIATES • • • of the Site is located outside the boundaries of the Site and topographically down-slope from the Site. 3.10 STORMWATER Based on observations made during the Site inspection, stormwater generated at the Site either evaporates, percolates into the Site surface, or flows via sheetflow into the ditches located to the south and southwest of the Site and ultimately to Parachute Creek. Storrnwater falling onto Williams gas plant appurtenances may entrain hydrocarbon contaminants before running onto the Site. The Site contains a drainage swale that appears to direct surface runoff from the Williams gas plant across the Site to an erosional ditch south of the Site. 3.11 AIR EMISSIONS No air emissions sources were observed at the Site itself by CRA during the Site inspection. However, the Site is located in close proximity to a scrubber vent and a flare tower that are within the boundaries of the Williams gas plant. 3.12 ASBESTOS CONTAINING MATERIALS (ACM) The Site is currently vacant with no structures or buildings. No potential ACM were observed by CRA at the time of the Site inspection. 3.13 POLYCHLORINATED BIPHENYLS (PCBs) No equipment or materials potentially containing PCBs were observed onsite by CRA during the Site inspection. No staining was observed on the nearby pole -mounted electrical transformer or on soil beneath it. 3.14 IONIZING RADIATION According to Site personnel, no sources of ionizing radiation are in place at the Site. No labeled radiation sources were observed by CRA during the Site inspection. The USEPA has determined Garfield County to be in a Level 1 Radon Zone, with indoor air concentrations of radon estimated to be greater than 4 pCi/L. Based on two data sites in 36170-00(2) 14 CONESTOGA-ROVERS & ASSOCIATE • • Garfield County, radon concentrations of 7.150 pCi/L in basements are indicated. The USEPA recomrnended action level for radon gas is 4 pCi/L. No structures or buildings are present at the Site. 3.15 SPILLSIRELEASES According to American Soda and Williams personnel, there have been no reportable spills or releases of hazardous substances on the Property. No other evidence of chemical or petroleum releases was observed by CRA during the Site inspection. Williams personnel were unaware of any significant releases of chemical or petroleum products at the Site. The Site was not listed in the database search for any release incidents.. 3.16 CERCLA LIABILITY POTENTIAL The Site is not listed on the NPL. No other information was available regarding the CERCLA Liability Potential of the Site. 36170-00(2) 15 CotVES"ToGA-ROVERS & ASSOCIATES • 4.0 SUMMARY OF IDENTIFIED ENVIRONMENTAL ISSUES 4.1 FINDINGS Based on the Phase I ESA including the Site inspection, database search, historic records reviewed, information provided by Site personnel, and interviews, the following potential RECs, as defined in ASTM Standard E1527-00, were identified at the Site. • Potential entrainment of pollutants in storrnwater running off Williams gas plant onto Site soils. The Site is located topographically down-slope of the Williams Plant and any potential pollutants that are contacted by stormwater falling on the Williams compressor area, ASTs, valves, or soil will ultimately flow onto the Site. 4.2 CONCLUSIONS CRA has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-00 of a 0.92 -acre vacant parcel of land located adjacent to and southeast of a Williams Production RMT (Williams) natural gas processing plant off of County Road 215 in Garfield County, Colorado, approximately five miles northwest of the town of Parachute, Colorado. Any exceptions to, or deletions from this practice are described in Section 1.0 of this report. This assessment has revealed no evidence of RECs at this Site except for the following: • Potential impacts associated with stormwater runoff from the Williams gas plant. 36170-00(2) 16 CONESTOGA-ROWELS& ASSOCIATES • • • All of Which is Respectfully Submitted, CONESTOGA-ROVERS & ASSOCIATES John Evanoff, PG, CHMM Associate au-YruA-)id\ Brian C. Boevers Shareholder 36170-00(2) 17 CONESTOGA-ROVERS & ASSOCIATES FIGURES 36170-00(2) Conestoga -Rovers & Associates SOURCE. USGS 7.5 MINUTE QUAD PARACHUTE, COLO. APPROX. BOUNDARY OF AMERICAN SODA PLANT I• I ....\ C N. N. C N"-r1Q5 �4\1 iC� . l 0 1000 2000f1 figure 1 SITE LOCATION MAP CO2 PAD SITE SOLVAY AMERICA Parachute, Colorado 36170-0010021GN-SP003 MAY 20/2004 • • • PARKING OFFICE L, x x COMPRESSORS WILLIAMS PRODUCTION RMT CO. GAS PROCESSING PLANT OPERATING DRILL RIG WIRESERVE PIT NGL TANKS x x CO2 �r VENT FLARE .: PP OPEN PASTURE SURFACE RUNOFF PATH PROPOSED 1 PIPELINE ROUTE IRON PIPES P.P. 0 SUSPECT LEACH FIELD? CREEK • Q MANHOLE 0 PVC STICKUPS (SEPTIC VENTS') PIPELINE DIRT ROAD PIPELINE OPEN PASTURE — . — DITCH NOT TO SCALE figure 2 CO2 PAD SITE LOCATION AND ADJACENT PROPERTY SOLVAY AMERICA Parachute, Colorado 36170-00(0021GN-SP001 MAY 1812004 • • • APPENDIX A ASSESSOR QUALIFICATIONS 36170-00(2) Conestoga -Rovers & Associates • • • JOHN C. EVANOFF, PG, CHMM EDUCATION B.A. Physical Geography and Geology, University of Illinois, (Champaign -Urbana, Illinois), 1975 OTHER EDUCATION • 40 -Hour Waste Operations and Emergency Response (HAZWOPER) Training and Annual 8 -Hour Refresher Courses • Radiation Safety Course, University of Texas Health Science Center • Groundwater Pollution and Hydrology Course, Princeton University GW Associates • Risk -Based Corrective Action Project Manager Course, Texas A&M University • Groundwater Contamination By Hydrocarbons Course, University of Texas • Presumptive Remedies and Technologies Course, Texas A&M • NORM and Radiation Physics Course, Western Atlas International • Industrial Hygiene and Safety Course, Oklahoma State University • Advances in Formation Damage Assessment and Control Course, Western Atlas International • Managing Effective EH&S Programs, Oklahoma State University • Certified Environmental Specialist Training and 16 Hours of Written Exams, G&E Engineering • IS014000 Environmental Management Systems, CRA EMPLOYMENT 2000- Associate and Branch Manager Present Conestoga -Rovers & Associates, Houston, Texas 1994-00 Regional Manager CRA Services (formerly G&E Engineering), Houston, Texas 1992-94 Manager of Environmental & Safety Affairs, Core Laboratories, Houston, Texas 1990-92 Manager of Integrated Environmental Services, Core Laboratories, Houston, Texas 1989-90 Manager of Environmental Geology, Core Laboratories, Houston, Texas 1982-89 Manager of Special Services, Core Laboratories, Tulsa, Oklahoma AFFILIATIONS Institute of Hazardous Materials Management (IHMM) Certified Hazardous Materials Manager (CHMM) 1994 - CHMM Master Level #04987 Texas Professional Geoscientist (PG) in Geology, #3270 Society of Petroleum Engineers (SPE) since 1981, #0690602 CONESTOGA-ROVERS & ASSOCIATES PAGE 1 • JOHN C. EVANOFF PROFILE OF PROFESSIONAL ACTIVITIES Corrective Action • Managed implementation of a $300,000 project to remediate a TCE plume by means of in situ chemical oxidation. Conducted bench -scale testing, pilot injection, and regulatory negotiation necessary to complete project and close site for sale to developer • Managed a $2.5 million soil stabilization project involving wetlands permitting, ecological risk assessment, agency negotiation, archeological surveys, construction management. Project was completed on schedule and within budgetary limits • Managed multiple building remediation projects involving organic compounds and mercury; dealt with various regulatory agencies in characterizing and arranging disposal of waste • Managed numerous reserve pit closures in accordance with Louisiana Order 29-B; projects involved mechanical dewatering of sludge, permitted discharge of water, mobile lab testing, annular pump -downs, land -farming of sludge solids, construction supervision, and soil amendment for proper revegetation • Supervised a staff of engineers engaged in demolition/dismantlement, ACM removal/abatement, landfill construction and soil remediation activities at inactive industrial plants. Provide technical, safety, and regulatory guidance to staff, as well as project budget control • Supervised a staff of engineers and geologists engaged in bioremediation of oil soil and sludge at a 40 -acre site under the supervision of Texas Railroad Commission. Project included risk assessment, recommendations for analyses sand soil amendments, surface improvements, and regulatory interface and budget control • Managed a project involving the closure of six AOCs on a 30 -acre active industrial site involving construction of a hydrocarbon biodegradation pile, metals stabilization and excavation and hauling. All six AOC s involved risk-based closure under the Texas Voluntary Cleanup Program, deed recordation, and issuance of a Certificate of Completion • Conducted a health -based risk assessment to achieve closure of an underground hazardous waste storage tank which had released toluene, benzene, mineral oil, and lead; TNRCC reviewed and approved closure under Risk Reduction Standard No. 2 (Project Manager and Certified Corrective Action Project Manager) • Conducted a health -based risk assessment to achieve closure of an underground hazardous waste storage tank which had released toluene, benzene, mineral oil, and lead; TNRCC reviewed and approved closure under Risk Reduction Standard No. 3 • Managed numerous UST removal and remediation projects in various states (Texas, Wyoming, Alberta, Oklahoma); projects involved soil contamination, groundwater contamination, product recovery, groundwater treatment, and risk-based corrective actions Compliance • Managed three projects involving the auditing of environmental and safety compliance at international manufacturing facilities in Germany, Belgium, Czech Republic, and Brazil and the preparation of Environmental Compliance Manuals for each facility in English and the local languages • Managed environmental and safety affairs of a petroleum service company with 18 locations in the U.S. and nine foreign locations CONESTOGA-ROVERS & ASSOCIATES PAGE2 • • • JOHN C. EVANOFF • Managed program development and implementation in TSDF evaluation, auditing, waste minimization, OSHA standards compliance, waste management, chemical hygiene, and radioactive waste disposal • Managed a project at a large manufacturing facility in Austria involving a safety and environmental compliance audit, industrial hygiene surveys for noise, welding fumes, heat -stress and preparation of Lock-Out/Tag-Out procedures in English and German • Managed the development and implementation of corporate regulatory compliance programs, including Toxic Substances Control Act (TSCA), RCRA waste management, hazardous waste treatment, waste analysis plans (WAPs), and radioactive and mixed wastes • Managed the development and implementation of a comprehensive DOT HM126F/HM181 and OSHA Standards training program for a company with operations in nine states • Managed the development of waste minimization plans for multiple large quantity hazardous waste generators • Prepared a Process Safety Management (PSM) program for an adhesives manufacturer • Managed the preparation of Lock-Out/Tag-Out procedures at six landfill gas Co -Gen facilities and the integration of the procedures into existing corporate formats • Managed the development and implementation of corporate regulatory compliance auditing programs; audits included aspects of RCRA, TSCA, CAA, CWA, OSHA, NRC, and DOT regulations • Participated in a field -wide waste management plan for an international oil company in Indonesia involving EIAs, EISs, OTMs for lightering operations, process safety management, development of waste accumulation and transport standards, design of disposal sites, and operating procedure development • Managed the preparation of Safety and Environmental Management Plan (SEMP) modules for offshore production platforms in the Gulf of Mexico and Process Safety Management (PSM) program elements at several gas plants for a major independent oil and gas producer. Projects involved P&ID revision, hazard analysis meeting facilitation Assessment • Managed large, multi -team Phase II oilfield assessment projects involving mobile laboratories and field drilling equipment at multiple sites in central and west Texas and New Mexico • Managed a PCB -contaminated aquifer assessment for a major gas pipeline company at several compressor stations in the northeastern U.S. • Conducted audits of former production pits for several E&P clients in Texas, Louisiana, Oklahoma, New Mexico, and Wyoming to determine conditions, compliance with state and federal regulations, and to recommend corrective actions for restoration • Evaluated injection and production well data at a solution mining operation to determine compliance with applicable regulations, integrity of wells, and associated business risk. Project also involved review of former oil shale operations, disposal wells, and other compliance matters • Managed numerous UST/AST assessment and groundwater monitoring projects in various geographic locations (Texas, Oklahoma, Wyoming, Kansas, Alberta, Indiana, Germany, Belgium, and Austria) • Developed work plans, corrective action plans, and proposals for soil and groundwater investigations at natural gas processing plants in Texas, Wyoming, Louisiana, and Colorado CONESTOGA-ROVERS & ASSOCIATES PAGE3 • • • JOHN C. EVANOFF • Evaluated workover data for a Class II waste injection well in Louisiana, including downhole logs to determine if the integrity of overlying aquiclude had been compromised, and whether an effective and compliant workover had been achieved • Managed an indoor air quality (IAQ) investigation at several elementary schools that had a history of remedial actions for mold, mildew, and hydrocarbon vapors. Coordinated laboratory analyses, developed work plans and interfaced with facility management and teaching staff • Managed a regional groundwater resources study to evaluate the potential use of deep groundwater as a source for process water for two chemical plants in south Texas. Project involved calculation of formation water salinity from electric logs, evaluation of petrophysical properties of aquifer and groundwater modeling to determine availability of good quality water PRESENTATIONS/PUBLICATIONS • "Assessment and Remediation of Salt Damaged Soils" - Presented to Wyoming Independent Operators Association, 1990; Presented to Kansas Independent Operators Association, 1989; Presented to Oxy USA Production Supervisors Meeting, Reston, Louisiana, 1995 • "Use of X -Ray Attenuation to Determine Cleat Porosity in Coal" - Society of Petroleum Engineers, 1983, co-authored with Raj Puri of Amoco Production Company • "Rapid Environmental Assessment of E&P Facilities", sponsored by Western Atlas/Core Laboratories, West Houston Hilton, 1994 • "Prioritization of Environmental Liabilities at E&P Sites", sponsored by G&E Engineering, Holiday Inn, Lafayette, Louisiana, 1995; also presented to several clients CONESTOGA-ROVERS & ASSOCIATES PAGE 4 • • • BRIAN C. BOEVERS, B.S., M.B.A. EDUCATION B.S. St. John's University, Collegeville, Minnesota, 1977, Cum Laude M.B.A. College of St. Thomas, St. Paul, Minnesota, 1986 EMPLOYMENT 1995 - Principal, Minnesota Branch Manager Present Conestoga -Rovers & Associates 1993-95 Associate, Minnesota Branch Manager Conestoga -Rovers & Associates 1988-92 Project Manager, Minnesota Branch Manager, Conestoga -Rovers & Associates 1985-88 Remedial Project Manager, Honeywell Defense Systems Group 1983-85 Senior Environmental Engineer, Honeywell Defense Systems Division 1981-83 Environmental Engineer, Honeywell Defense Systems Division 1979-81 Project Manager, U.S. Army Toxic and Hazardous Materials Agency 1978-79 Chemical Staff Officer, Department of the Army, Project Manager for Chemical Demilitarization and Installation Restoration 1977-78 Ordnance Officer, Munitions Materiel Management, U.S. Army PROFILE OF PROFESSIONAL ACTIVITIES Remedial Investigations/Site Investigations/RCRA Facility Investigations and Feasibility Studies • Served as Project Manager for all aspects from work plan development through final report preparation for investigation of the following facilities: - Electronic component manufacturing plant - New Brighton, Minnesota (NPL site) Metal parts manufacturing plant - New Brighton, Minnesota (NPL site) - Engineering and testing facility - Anoka County, Minnesota Precision metals fabricating plant - Niles, Michigan - Tennessee chemical company plant - Copperhill, Tennessee - Demolition landfill - New Brighton, Minnesota Private dump - New Brighton, Minnesota Trio solvents plant - New Brighton, Minnesota Sporting goods manufacturing facility - Tennessee Vehicle maintenance facility - Minnesota Metal parts manufacturing facilities - Germany, Czech Republic, England - Electro -mechanical components facility - New York Industrial landfills - Michigan, Texas CONESTOGA-ROVERS & ASSOCIATES PAGE 1 • • • BRIAN C. BOEVERS • Served as Project Manager for all aspects of remedial investigations at propellant and explosives manufacturing and loading plants. The specific areas of investigation included explosive and propellant manufacture, explosive loading, red and pink water disposal, detonation sites, and explosives burning at the following plants: Joliet Army Ammunition Plant - Elwood, Illinois (NPL site) - Iowa Army Ammunition Plant - Burlington, Iowa Badger Army Ammunition Plant - Baraboo, Wisconsin - Louisiana Army Ammunition Plant - Doyline, Louisiana (NPL site) Cornhusker Army Ammunition Plant - Grand Island, Nebraska (NPL site) Twin Cities Army Ammunition Plant - New Brighton, Minnesota (NPL site) Environmental Assessments/Audits • Performed environmental assessments for acquisition, secured financing or compliance at the following facilities: - Electronic component manufacturing facilities - Minnesota, Pennsylvania Explosive loading plants - Illinois, Iowa, Tennessee, Arkansas - Solid fiberboard and paper mills - California, Vermont, Michigan, Minnesota, Illinois, Missouri - Metals fabrication and die casting plants - Illinois, North Carolina - Metals fabrication facilities - Ohio, South Carolina, Illinois, Brazil, Germany, England, Czech Republic, Missouri, Nevada, New York, Indiana Chemical formulation plants - Illinois, England, Ireland - Manufacturing and warehouse facilities - Illinois, Indiana, Wisconsin, Georgia, Texas, Pennsylvania, California - Food production, processing, and packaging plants - Indiana, Louisiana, Minnesota, Ohio, New York, California, Illinois Construction equipment maintenance facilities - Georgia, Minnesota, Washington, Illinois - Industrial equipment manufacturing facilities - Ohio - Soft drink bottling plants - Arkansas, North Carolina, South Carolina, Tennessee, Belgium Soft drink distribution facilities - Arkansas, North Carolina, South Carolina, Tennessee, Texas, Belgium - Heavy equipment manufacturing plants - Illinois, Wisconsin, Indiana - Commercial munitions, production and testing facilities - Ohio, Pennsylvania, Florida, New Mexico, Tennessee - Medical equipment manufacturing facilities - Connecticut, Puerto Rico - Cement plants - Iowa, Mississippi, Missouri - Precision metals fabrication plants - Michigan, Illinois, Indiana, Pennsylvania Chemical manufacturing plants - Tennessee, Wisconsin - Athletic and swimming facilities - Minnesota Waste derived fuel plants - Missouri, Kansas, Indiana, Pennsylvania, Maryland - Cabinet manufacturing plants - Texas, Kentucky, Iowa, Minnesota, Ohio - Photo processing facilities - Minnesota, Missouri, Netherlands, Kansas CONESTOGA-ROVERS & ASSOCIATES PAGE 2 • • • BRIAN C. BOEVERS - Photographic film manufacturing facilities - United Kingdom, Germany, Switzerland Corrugated box plants - South Carolina, Georgia, Alabama, Tennessee - Fiberboard partition plants - Maine, New Jersey, Wisconsin, Quebec, Iowa, Minnesota, Massachusetts - Hazardous waste blending facilities - Ohio Plastic extrusion and molding plants - Germany, Michigan, Minnesota - Window and door manufacturing facilities - Wisconsin, Michigan, Iowa - Furniture manufacturing facilities - North Carolina, Ohio, Pennsylvania, Virginia - Foundries - Michigan, Illinois, Ohio, Pennsylvania, Tennessee, Mexico - Photographic chemical and plate manufacturing - Germany, Switzerland, England Chemical processing facilities - United States, Australia, Korea, Japan Remedial Designs or Remedial Construction Supervision • Served as Project Manager for the design and/or construction of the following remedial actions: - Groundwater collection tile, extraction and VOC treatment system - (NPL site) New Brighton, Minnesota - Extraction well and VOC treatment system - (NPL site) New Brighton, Minnesota - 2900 GPM groundwater extraction, VOC treatment and recharge system - (NPL site) New Brighton, Minnesota - Excavation and on-site contained storage of 12,000 tons of PCB contaminated soil - (NPL site) New Brighton, Minnesota Groundwater Extraction and Discharge System - New Brighton, Minnesota - Excavation and off-site disposal of metals contaminated soils - New Brighton, Minnesota Decontamination and off-site disposal of PCB equipment and oils - New Brighton, Minnesota - Decontamination of PCB contaminated plant areas - Lafayette, Indiana - Excavation and off-site disposal of over 100,000 tons of organics contaminated soil (NPL site ) - New Jersey Industrial sewer cleaning and sludge handling project involving VOCs, PCBs and metals - (NPL site) New Brighton, Minnesota - Excavation and off-site disposal of lead contaminated soils - Minneapolis, Minnesota - PCB soil contamination site - Iowa Soil vapor extraction system for VOC removal - Wisconsin - Air sparging system for VOC removal - Minnesota VOC air stripping water treatment system - New Jersey - Excavation, on-site separation and off-site disposal of contaminated soils - Fridley, Minnesota - Soil vapor extraction system for VOC removal - Germany - Wastewater lagoon closure - Michigan CONESTOGA-ROVERS & ASSOCIATES PAGE 3 • • BRIAN C. BOEVERS Environmental Compliance at Industrial Facilities • Responsible for environmental compliance at multi -facility division of Honeywell, Inc. including: Prepared permit applications for hazardous waste treatment and storage facilities - Developed in -plant hazardous waste management procedures for division Developed RCRA training programs for treatment and storage facilities Managed in-house hazardous waste generation, treatment, storage, and disposal program for six manufacturing facilities - Developed in -plant spill response procedures for manufacturing facilities - Prepared industrial discharge (POTW) permit applications for manufacturing plants and remedial actions - Prepared NPDES permits for remedial actions • Performed multi -media compliance audits at the following types of industrial facilities: - Chemical manufacturing, chemical formulation, explosives loading, metal parts manufacturing, primary and secondary steel manufacturing, paper manufacturing, furniture and cabinet manufacturing, and miscellaneous manufacturing Technical Support for Litigation and Administrative Orders • Provided the following technical expert services in conjunction with permitting and litigation issues: Assisted PRP at VOC contaminated groundwater site consisting of review and comment on; remedial investigations, feasibility studies, risk assessment, groundwater modeling, records of decision, consent orders - NPL site in Minnesota - Assisted PRP at VOC and PCB contaminated site consisting of review and comment on; remedial investigations, feasibility studies, risk assessment and administrative orders - Illinois Assisted PRP group at mixed municipal and demolition landfill consisting of review and comment on; remedial investigation, remedial objectives and remedial cost estimates - NPL site in Minnesota - Assisted industrial client in negotiation of administrative and judicial orders for investigation and implementation of corrective actions at a mining and chemical manufacturing facility - Tennessee - Assisted township in removing a potential landfill site from final consideration list - Minnesota - Assisted PRP group at mixed municipal landfill consisting of RD/RA Scope of Work negotiations, remedial cost estimates, allocation negotiations and mediation - NPL site in Minnesota - Assisted industrial clients in negotiation of contribution claims for past releases on property - Iowa, Texas, Tennessee, Minnesota, Wisconsin, Idaho, Pennsylvania, Illinois, Indiana Assisted industrial client with evaluation of compliance and recommended corrective measures in response to potential litigation - Mississippi Technical expert for an industrial client with PCB risk issues from former industrial disposal site under litigation - Michigan - Technical expert for industrial client regarding acquisition due diligence CONESTOGA-ROVERS & ASSOCIATES PAGE4 • APPENDIX B DATABASE SEARCH 36170-00(2) Conestoga -Ravers & Associates • • • The EDR Radius Map with GeoCheck® 036170 - Colorado North of Parachute, Colorado Parachute, CO 81635 Inquiry Number: O1188418.Ir May 10, 2004 EDR ` Environmental Data Resources Inc The Standard in Environmental Risk. Management information 440 Wheelers Farms Road Milford, Connecticut 06460 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com • • • TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 Overview Map . _ _ 2 Detail Map 3 Map Findings Summary _ 4 Map Findings 6 Orphan Summary- 11 Government Records Searched/Data Currency Tracking GR -1 GEOCHECK ADDENDUM Physical Setting Source Addendum . A-1 Physical Setting Source Summary. _ _ _ A-2 Physical Setting Source Map _ _ . A-8 Physical Setting Source Map Findings_ A-9 Physical Setting Source Records Searched , A-70 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This report contains Information obtained from a variety of public and other 5ourceS. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES. INCLUDING WITHOUT LIMITATION. MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL R!SK 4S ASSUMED BY THE USER. IN NO EVENT SHALL EDA BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE. FOR ANY LOSS OR DAMAGE. INCLUDING. WITHOUT LIMITATION. SPECIAL. INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. It can not be concluded Isom This report that coverage inforrnalion for the target and surrounding properties does not exist from other sources. Any analyses, estimates, ratings or risk codes provided in this report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast 01, any environmental nsk for any properly Any liability on the part o1 EDR is strictly limited to a relund of the amount paid for this report. Copyright 2004 by Environmental Data Resources, Inc. All nghls reserved. Reproduction In any media or formal, in whole or in part, of any report or map o1 Environmental Data Resources. Inc.. or Its affiliates, is prohibited without prior wntten permission. EDR and Its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources. Inc. or its affiliates. All other Trademarks used herein are the property of their respective owners. TC01188418.1 r Page 1 • • • EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR), The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom distances requested by the user. TARGET PROPERTY INFORMATION ADDRESS NORTH OF PARACHUTE, COLORADO PARACHUTE, CO 81635 COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: 39.486230 - 39' 29' 10.4" 108.109100 - 108" 6' 32.8" Zone 12 748632.6 4374518.0 5420 h. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property: Source: TARGET PROPERTY SEARCH RESULTS 39108-D1 PARACHUTE, CO USGS 7.5 min quad index The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ( 'reasonably ascertainable ") government records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases: FEDERAL ASTM STANDARD NPL National Priority List Proposed NPL Proposed National Priority List Sites CERCLIS . Comprehensive Environmental Response, Compensation, and Liability Information System CERC-NFRAP_ . CERCUS No Further Remedial Action Planned RCRIS-LQG Resource Conservation and Recovery Information System RCRIS-SQG Resource Conservation and Recovery Information System ERNS Emergency Response Notification System STATE ASTM STANDARD SHWS This state does not maintain a SHWS list. See the Federal CERCLIS Ilst and Federal NPL list. TC0II8e:18 lr EXECUTIVE SUMMARY I EXECUTIVE SUMMARY LUST Leaking Underground Storage Tank List CO TRUST Lust Trust Sites. UST Underground Storage Tank Database INDIAN UST Underground Storage Tanks on Indian Land INDIAN LUST _ Leaking Underground Storage Tanks on Indian Land VCP Voluntary Cleanup & Redevelopment Act Application Tracking Report FEDERAL ASTM SUPPLEMENTAL CONSENT Superfund (CERCLA) Consent Decrees ROD_ Records Of Decision Delisted NPL National Priority List Deletions. FINDS Facility Index System/Facility Identification Initiative Program Summary Report HMIRS Hazardous Materials Information Reporting System MLTS Material Licensing Tracking System MINES Mines Master Index File NPL Liens Federal Superfund Liens PADS PCB Activity Database 'System DOD Department of Defense Sites US BROWNFIELDS A Listing of Drownfields Sites INDIAN RESERV Indian Reservations FUDS Formerly Used Delense Sites RAATS- RCRA Administrative Action Tracking System TRIS Toxic Chemical Release Inventory System TSCA- Toxic Substances Control Act SSTS Section 7 Tracking Systems FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control. Act) STATE OR LOCAL ASTM SUPPLEMENTAL AST Aboveground Tank List CO ERNS Spills Database METHANE SITE. Methane Site Investigations - Jefferson County 1980 Methane Investigation Methane Gas & Swamp Findings EDR PROPRIETARY HISTORICAL DATABASES Coal Gas Former Manufactured Gas (Coal Gas) Sites BROWNFIELDS DATABASES US BROWNFIELDS A Listing of Hrownlieids Sites AUL Environmental Real Covenants List VCP Voluntary Cleanup & Redevelopment Act Application Tracking Report SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases,. Unmappable (orphan) sites are not considered in the foregoing analysis. TCO1188418.1r EXECUTIVE SUMMARY 2 • • • EXECUTIVE SUMMARY FEDERAL ASTM STANDARD CORRACTS: CORRACTS is a fist of handlers with RCRA Corrective Action Activity. This report shows which nationalty-defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 03/15/2004 has revealed that there is 1 CORRACTS site within approximately 1 mile of the target property. Lower Elevation Address Dist I Dir Map ID Page UNION OIL OF CAL -PARACHUTE CRE 16 MILES FROM RIFLE RCRIS: Resource Conservation and Recovery Information System, RCRIS includes selective information on sites which generate, transport, store. treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs): generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SQGs): generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LC:Ms): generale over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste from the generator off-site to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. 1/2 - 1 SE 3 7 A review of the RCRIS-TSD list, as provided by EDR, and dated 03109/2004 has revealed that there is 1 RCRIS-TSD site within approximately 1 mile of the target property. Lower Elevation Address Dist 1 Dir Map ID Page UNION OIL OF CAL -PARACHUTE CRE 16 MILES FROM RIFLE 1/2 -1 SE 3 7 STATE ASTM STANDARD SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Public Health and Environment's Solid Waste Sites & Facilities database. A review of the SWF+LF list, as provided by EDR, has revealed that there is 1 SWF/LF site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Dist 1 Dir Map ID Page UNOCAL WASTE IMPOUNDMENT 2717 COUNTY ROAD 215 1/4 - 1/2 NNW 1 6 STATE OR LOCAL ASTM SUPPLEMENTAL Hist. LF: The Historical Landfill List comes from the Department . of Public Health and Environment. A review of the HISTORICAL LANDFILL fist, as provided by EDR, has revealed that there is 1 HISTORICAL TC01188418.1r EXECUTIVE SUMMARY 3 • EXECUTIVE SUMMARY LANDFILL site within appraximateiy 0.5 mites of the target property. Lower Elevation Address UNOCAL EVAPORATION PONDS WI Dist 1 Dir Map ID Page 1/4 - 1125E 2 6 TC01188418.1r EXECUTIVE SUMMARY 4 • EXECUTIVE SUMMARY Due to poor or inadequate address information, the following sites were not rnapped: Site Name CDOT PARACHUTE BAXTER PASS COMPRESSOR STATION CDOT PARACHUTE COLORADO DEPT OF HWYS - PARACHUTE UNOCAL SHALE OIL FACILITY LODESTAR ENERGY - MCCLANE MUNGER MINE COLORADO DEPARTMENT OF TRANSPORTATION PARACHUTE ROAD AMERICAN SODA LLP - PARACHUTE FACILITY BARRETT RESC. - GRAND VALLEY GAS PLANT Database(s) LUST LUST List RCRIS-SOG, FINDS RCRIS-SOG FINDS MAINTERINDS FINDS TSCA TC011B8418.1r EXECUTIVE SUMMARY 5 • OVERVIEW MAP - 01188418.1r - Conestoga -Rovers & Associates Target Property A Sites at elevations higher than or equal to the target property Sites at elevations lower than Me target property ■ Coal Gasification Sites ElNational Priority List Sites ® Landfill Sites Dept. Defense Sites 114 112 1 MPto Indian Reservations FAA Oil & Gas pipelines TARGET PROPERTY: 036170 - Cotorado ADDRESS: North of Parachute, Colorado CITY/STATE/ZIP: Parachute CO 81635 LAT/LONG: 39.4862 ! 108.1091 CUSTOMER. Conestoga -Rovers & Associates CONTACT: Kelly F. Connally INQUIRY it: 01186418.1r DATE: May 10, 2004 6:30 pm Co prig h[ C 2064 FOR, inc 2603 G2T. Inc Rel. 011 3 All RigON. Reserved DETAIL MAP - 01188418.1 r - Conestoga -Rovers & Associates Target Property • Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property A Coal Gasification Sites +; Sensitive Receptors National Priority List Sites Indian Reservations BIA Oil & Gas pipelines 1114 tri 1NMos Q Landfill Sites Dept. Defense Sites TARGET PROPERTY: 036170 - Colorado ADDRESS: North of Parachute, Colorado CITYISTATE/ZIP: Parachute CO 81635 LAT/LONG: 39.48621 108.1091 CUSTOMER: Conestoga -Rovers & Associates CONTACT: Kelly F. Connolly INQUIRY #: 01188418.1r DATE: May 10, 2004 6:31 pm Cogp4pl O 2501 SCR, Ina. O 2003 GDT. Inc R. 072003. A4 Fights Ras -wed • • • MAP FINDINGS SUMMARY Database FEDERAL ASTM STANDARD Search Target Distance Total Properly (Miles) . 1/8 1/8 - 1/4 1;4 - 1/2 1/2 - 1 1 Platted NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 IVR 0 CERCLIS 0-500 0 0 0 NR NR 0 CERC-NFRAP 0-500 0 0 0 NR NR 0 CORRACTS 1.000 0 0 0 1 NR 1 RCRIS-TSD 1.000 0 0 0 1 NR 1 RCRIS Lg. Duan. Gen. 0.250 0 0 NR NR NH 0 RCRIS Sm. Dean. Gen. 0.250 0 0 NR NR NR 0 ERNS TP NR NR NR NR NH 0 STATE ASTM STANDARD State Haz. Waste N/A NIA N/A N/A NIA N/A NFA State Landfill 0.500 0 0 1 NR NR 1 LUST 0.500 0 0 0 NR NIR 0 CO TRUST 0.500 0 0 0 NR NR 0 UST 0.250 0 0 NR NR NR 0 INDIAN UST TP NR NR NR NR NR 0 INDIAN LUST 0.500 0 0 0 NR NR 0 VCP 1-000 0 0 0 0 NR 0 FEDERAL ASTM SUPPLEMENTAL CONSENT 1.000 0 0 0 0 NR 0 ROD 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 FINDS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR. 0 MLTS TP NR NR NR NR NR 0 MINES 0.250 0 0 NR NR NR 0 NPL Liens TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 DOD TP NR NR NR NR NR 0 US BROWNFIELDS TP NR NR NR NR NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 RAATS TP NR NR NR NR NR 0 TRIS 0.500 0 0 0 NR NR 0 TSCA TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 STATE OR LOCAL ASTM SUPPLEMENTAL Historical Landfill AST 0.500 0 0 1 NH NR 1 TP NR NR NR NR NR 0 1C01188418,1; Page 4 MAP FINDINGS SUMMARY Search Target Distance Total Database Property (Miles) < 118 118 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted CO ERNS TP NR NR NR NR NR 0 McIhane Site TP NR NR NR NR NR 0 Methane Investigation TP NIR NR NR NR NR 0 EDR PROPRIETARY HISTORICAL DATABASES Coal Gas 1.000 0 0 0 0 NR 0 BROWNFIELDS DATABASES US BROWNFIELDS TP NR NR NR NR NR 0 AUL TP NR NR NR NR NR 0 VCP 1.000 0 0 0 0 NR 0 NOTES: AQUIFLOW - see EDR Physical Setting Source Addendum TP = Target Properly NR = Not Requested at this Search Distance Sites may be listed in more than one database N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list. TC01188418.1 r Page 5 Map ID Direction Distance Distance (ft.) Elevation Site 1 NNW 114-1/2 2003 ft. Relative: Higher Actual: 5481 It, 2 SE 1/4-1/2 2085 ft. Relative: Lower Actual: 5392 It. MAP FINDINGS EDR ID Number Database(s) EPA ID Number Coal Gas Site Search: No site was found in a search of Real Property Scan's ENVIROHAZ database. UNOCAL WASTE IMPOUNDMENT 2717 COUNTY ROAD 215 PARACHUTE, CO LF: Region: Operator Name: Operator Phone: Facility ID: Facility Status: Facility Type: Owner Owner Telephone: Nearest Town: STATE UNOCAL (303) 285-7600 045 -IMP -005 CLOSED Nol reported UNOCAL (303) 285-7600 Not reported UNOCAL EVAPORATION PONDS WI GARFIELD (County). CO CO HISTORICAL Unique ID: Class: Range: Owner Owner Address: Owner Phone: Operator Operator Addr. Operator Phone: Alt. Contact: Directions: Nearest Town: CD Holder. Size AC VO: CY 0: Last Inspection: Attended: CH4 Monitor: Liner Type: Landfill Lite: Open Btrm: Transfer Fly Ash: Biomedical: Asbestos: Tire Piles: AMT Tires: Private: Waste Type: Impact: Source Rot: Comments: LF: Not reported 0 Not reported UNOCAL Not reported Not reported Not reported Not reported Nol reported Not reported Nol reported GARFIELD COUNTY SANITARIAN Not reported PARACHUTE Not reported Not reported Not reported 19880616 Yes No NONE 0 No No No No No No NONE Not reported Not reported Not reported Not reported Nol reported SWFILF S101289224 NJA HISTORfCAL LANDFILL 5100795877 NIA Facility Type: IMPOUNDMENT Township: Nol reported Section: Not reported Owner Contact: WILLIAM SHERRER Operator Contact: Not reported Alternate Phone: Incorporated: CD Status: CD Date: Was VOL: Last Inspector Compty Status: Ground Wat Mon: Liner. Leach Col: Daily Cov: Recycling: Waste IMP: Leach Date: Sludge Pond: 0114 Recover. Tire CD: Op Code: Permit: Hazardous Type: Hazardous Rank: 303-945-8212 Not reported Not reported Not reported Not reported A.BUCKINGHAM Not reported Yes No No No No Yes Unknown No No No Nol reported Not reported Not reported Not reported TC01188418.1r Page 6 Map ID Direction Distance Distance 111,) Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 3 UNION OIL OF CAL -PARACHUTE CRE RCRIS-SOG 1000166453 SE 16 MILES FROM RIFLE FINDS COD980718902 112-t PARACHUTE. CO 81650 RCRIS-TSD 4540 ft. CORRACTS CERC-NF€HAP Relative: Lower Actual: 5362 H. • CERCLIS-NF RAP Classilicarion Data: Site Incident CategorfQtot reported Federal Facility: Not a Federal Facility Non NPL Code: DR Ownership Status: Private NPL Status: Not on the NPL CERCLIS-NFRAP Assessment History: Assessment: DISCOVERY Completed: 07/12/1991 Assessment: PRELIMINARY ASSESSMENT Completed: 04/02/1993 Assessment. ARCHIVE SITE Completed: 1 011 0/1 996 CORRACTS Dale: EPA Id: COD980718902 Region: 8 Area Name: ENTIRE FACILITY Actual Date: 10/07/1997 Corrective Action: CA150 - RFI Workplan Approved 2002 NAICS Title: Not Heported EPA Id: COD980718902 Region: 8 Area Name: APISEPARATOR Actual Dale: 10/07/1997 Correctsva Action: CA150 - RFI Workplan Approved 2002 NAICS Tale: Not Reported EPA Id: COD980718902 Region: 8 Area Name: DRUM STORAGE AREA - RANCH FACILITY Actual Dale: 10/07/1997 Corrective Action: CA150 - RFI Workplan Approved 2002 NAICS Title: Not Reported EPA Id: COD980718902 Region: 8 Area Name: DRUM STORAGE AREA • UPGRADE FACILITY Actual Date; 10/07/1997 Corrective Action: CA150 - AFI Workplan Approved 2002 NAICS Title: Not Reported EPA Id : COD980718902 Region: 8 Area Name: GW CONTAMINATION -ACTIVE/INACTIVE BASINS Actual Date; 10/07/1997 Corrective Action: CA150 - RFI Workplan Approved 2002 NAICS True: Not Reported The CORRACTS database contains 47 additional records tor this sae.. Please contact your EDR Account Executive icor more information. TC01188418.1 r Page 7 Map ID Direction Distance Distance Ott Elevation Site MAP FINDINGS EDR ID Number Dalabase(s) EPA ID Number UNION OIL OF CAL -PARACHUTE CRE (Continued) 1000166453 RCRIS Correclive Action Summary: Event: Certification 01 Remedy Completion Or Construction Completion Event Date: 04/17/2000 Event: Corrective Action Process Terminated, Remedial Activities Completed Event Date: 04/17/2000 Event: CMS Workplan Approved Event Dale: 04/15/1999 Event: Date For Remedy Selection (CM Imposed) Event Date: 04/15/1999 Event: Corrective Measures Design Approved Event Date: 04/15/1999 Event: CMI Workplan Approved Event Dale: 04/15/1999 Event: Date For Remedy Selection (CM Imposed) Event Dale: 04/14/1999 Event: Corrective Measures Design Approved Event Date: 04/14/1999 Event: CMI Workplan Approved Event Dale: 04/14/1999 Event: REI Workplan Approved Event Date: 10/0711997 Event: FIFA Determination Df Need For Ali RFI, RFI is Necessary: Event Date: 12/21/1995 Event: RFI Imposition Event Dale: 12121/1995 Event: Currenl Human Exposures under Contin!, Effective 2/5/1999 per revised program guidance: This code tor 'No control measures necessary should no longer be used. Previously entered NC Status codes should be updated, but may remain in the database until they are replaced by more recent codes. Event Date: 06/30/1995 Event: Igration of Contaminated Groundwater under Control, Unacceptable migration of contaminated groundwater is observed or expected. Event Dale: 06/30/1995 Event: CAOO6OU Event Dale: 05/25/1995 Event: CA Prioritization,. Facility or area was assigned a medium corrective action priority. Event Date: 04/18/1993 T0011884t8.tr Page 8 Map ID Direction Distance Distance (It.) Elevation Site MAP FINDINGS EDR ID Number Dalabase(s) EPA ID Number UNION OIL OF CAL -PARACHUTE CRE (Continued) RCRIS: Owner. UNOCAL ENERGY MINING (303) 285-7600 EPA ID: COD980718902 Contact: TERRRENCE LARSON (303) 285-7600 Classilicalion: TSDF. Conditionally Exempt Small Quantity Generator TSDF Activities: Nol reported Violation Status: Violations exist Regulation Violated: Area a1 Violation: Date Violation Delermined: Actual Dale Achieved Compliance: Enlorcement Action: Enlorcement Action Date: Penalty Type: Regulation Violated: Area of Violation: Date Violation Determined: Actual Dale Achieved Compliance: Enforcement Action: Enforcement Action Date: Penalty Type: Regulation Violated: Area of Violation: Date Violation Determined: Actual Dale Achieved Compliance: Enforcement Action: Enforcement Action Date: Penalty Type: Regulation Violated: Area al Violation: Date Violalion Determined: Actual Date Achieved Compliance: Enforcement Action: Enlorcement Action Date: Penalty Type: Enlorcement Action: Enlorcement Action Date: Penalty Typo: Regulation Violated: Area 01 Violation: Dale Violation Determined: Actual Date Achieved Compliance: Enforcement Action: Enforcement Action Date: Penally Type: Enforcement Action: Enlorcement Action Date: PART 265/SUBPART B GENERATOR -GENERAL REQUIREMENTS 04/04/1994 12/21/1995 FINAL 30081A) COMPLIANCE ORDER 12/21/1995 Final Monetary Penally 265.91(c) 265.92(c)8(d) TSD-GOUNDWATER MONITORING REQUIREMENTS 12/31/1992 12/21/1995 FINAL 3008(A) COMPLIANCE ORDER 12/21/1995 Final Monetary Penalty 265.16 PART 265/SUBPART B TSD -OTHER REQUIREMENTS 11/27/1992 12/21/1995 FINAL 3008(A) COMPLIANCE ORDER 12/21/1995 Final Monetary Penalty PART 265 SUBPART 5 GENERATOR -OTHER REQUIREMENTS 11/01/1992 12/21/1995 FINAL 3008(A) COMPLIANCE ORDER 10/31/1984 Final Monetary Penalty FINAL 3008(A) COMPLIANCE ORDER 12/21/1995 Final Monetary Penalty NM reported TSD -OTHER REQUIREMENTS (OVERSIGHT) 02/1511984 11/30/1984 FINAL 3008(A1 COMPI IANCE ORDER 10/31/1984 Final Ntonelary Penalty FINAL 300B(A) COMPLIANCE ORDER 12/21/1995 1000166453 TC01188418.1r Page 9 Map ID Direction Distance Distance (It.) Elevation Site • MAP FINDINGS UNION OIL OF CAL -PARACHUTE CRE (Continued) Penalty Type. f InaI Monetary Penalty Penally Summary: Penalty Description Final Monetary Penalty Penalty Date 12/21/1995 There are 5 violation record(s) reported at this site; EOR ID Number Database(s) EPA ID Number Penally Amount 225000 1000166453 Lead Agency STATE Date cit Evaitratien Arjot Violation Compliance Compliance Evaluation Inspection GENERATOR -OTHER REQUIREMENTS 19951221 TSD -OTHER REQUIREMENTS 19951221 TSD-GOUNDWATER MONITORING REQUIREMENTS 19951221 GENERATOR -GENERAL REQUIREMENTS 19951221 Compliance GW Monitoring Evaluation TSD-GOUNDWATER MONITORING REQUIREMENTS 19951221 Compliance Evaluation Inspection GENERATOR -OTHER REQUIREMENTS 19951221 TSD -OTHER REQUIREMENTS 19951221 TSD-GOUNDWATER MONITORING REQUIREMENTS 1995/221 GENERATOR -GENERAL REQUIREMENTS 19951221 Compliance Evaluation Inspection GENERATOR -OTHER REQUIREMENTS 19951221 TSD -OTHER FAEQUIREMENTS 19951221 TSD•GOUNDWATER MONITORING REQUIREMENTS 19951221 GENERATOR -GENERAL REQUIREMENTS 19951221 Compliance Evaluation Inspection TSD -OTHER REQUIREMENTS (OVERSIGHT) 19841130 FINDS: Other Pertinent Environmental Activity Identified at Site: AIRS/AIRS Facility Subystem (AIRS/AFS) Integrated Compliance Information System (1CIS) National Compliance Database (NCDB) National Emissions Trends (NET) Resource Conservation and Recovery Act Information system (RCRAINFO) Toxic Chemical Release Inventory System (MIS) TC01 188418. i r Page 10 • LOMA PARACHUTE PARACHUTE PARACHUTE PARACHUTE PARACHUTE PARACHUTE PARACHUTE PARACHUTE EDR ID Site Name ORPHAN SUMMARY 1004448050 LODESTAR ENERGY - MCCLANE MUNGER MINE 1007130360 COLORADO DEPARTMENT OF TRANSPORTATION PARACHUTE ROAD MAINTEN 1004679328 COLORADO DEPT OF HWYS - PARACHUTE. 5105567866 CDOT PARACHUTE U093122152 CDOT PARACHUTE 1005926309 BARRETT RESC. - GRAND VALLEY GAS PLANT 1001967718 UNOCAL SHALE OIL FACILITY 5105684386 BAXTER PASS COMPRESSOR STATION 1005654747 AMERICAN SODA LLP - PARACHUTE FACILITY Sire Address SEC 21 175 R 102W 7833 HIGHWAY 6 7833 HWY 6 I -70A MP 73.40 HWY 6 HWY 70A MP 73 HWY 6 COUNTY RD 215 10735 COUNTY ROAD 215 25 MI N OF GRAND JUNCTION ON BAXTER PA: SECS 34 835 TES R96W Zig Dataflase(s) 81635 FINDS 81635 FINDS 81635 81635 81635 81635 81635 81635 81635 RCRIS-SOG, FINDS LUST UST TSCA RCRIS-SOG LUST FINDS • 1-001188418.1 r Page 11 • GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and stale databases, hill contacls the appropriate governmental agency on a monthly or quarterly basis. as required. Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90 -day updating requirement o1 the ASTM standard. FEDERAL ASTM STANDARD RECORDS NPL: National Priority List Source: EPA Telephone: N/A National Pnonties List (Superfundl. The NPL is a subset al CERCLIS and identifies over 1,200 sites lor priority cleanup under the Superlund Program. NPL sites may encompass relatively large areas. As such. EDR provides polygon coverage lor over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Dale of Government Version: 01)29104 Date al Data Arrival at EOR: 02106104 Dale Made Active al EDR: 02/27/04 Elapsed ASTM days: 21 Database Release Frequency: Semi -Annually Date of Last EDR Contact: 02106104 NPL Site Boundaries Sources EPA's Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 Telephone 617-918-1143 EPA Region 3 Telephone 215-814-5418 EPA Region 4 Telephone 404-562-8033 Proposed NPI: Proposed Nalional Priority List Sites Source: EPA Telephone: N/A Date of Government Version: 01/07104 Date Made Active at EDR: 02)27/04 Database Release Frequency: Semi -Annually EPA Region 6 Telephone: 214-655-6659 EPA Region 8 Telephone: 303-312.6774 Date of Data Arrival at EDR: 02106/04 Elapsed ASTM days: 21 Date of Last EDR Contact: 02/06/04 CERCL1S: Comprehensive Environmental Response. Compensation, and Liability Inlormation System Source: EPA Telephone: 703 -413.0223 CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by slates, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), CERCUS conlains sites which are either proposed 10 or on the National Priorities List 1NPL1 and sites which are in the screening and assessment phase for possible inclusion on the NPL Dale of Government Version: 0226104 Date Made Active al EDR: 04/02/04 Database Release Frequency: Quarterly Dale of Data Aroval al EDR: 03/22/04 Elapsed ASTM days: 11 Dale of Last EDR Contact: 03/22/04 CERCLIS-NFRAP: CERCLIS Na Further Remedial Action Planned Source: EPA Telephone: 703-413-0223 As of February 1995. CERCLIS sites designated 'No Further Remedial Action Planned' (NFRAP) have been removed from CERCLIS. NFRAP saes may be sites where, following an initial investigation, no contamination was found, contamination was removed quickty aothoul the need lor the site to be placed on the NPL. or the conlamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25.000 NFRAP saes 101111 the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigallons in the future. This policy change is part al the EPA's Browntields Redevelopment Program to help cities, states. private investors and affected citizens to promote economic redevelopment of unproductive urban sites. TC01188418.ir Page GR -1 • GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version: 02/26/04 Date Made Active at EDR: 04/02/04 Database Release Frequency: Quarterly Date of Data Arrival at EDR: 03/22/04 Elapsed ASTM days: 11 Date of Last EDR Contact: 03/22/04 CDRRACTS: Corrective Action Report Source: EPA Telephone: 800-424-9346 CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Govemment Version: 03/15/04 Date Made Active at EOR: 04/15/04 Database Release Frequency: Semi -Annually Date of Data Arrival at EDR: 03/25/04 Elapsed ASTM days: 21 Date o1 Last EDR Contact: 03/08/04 RCRIS: Resource Conservation and Recovery Information System Source: EPA Telephone: 800-424-9346 Resource Conservation and Recovery Information System. RCRIS includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGS): generate less than 100 kg of hazardous waste. or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SQGs): generale between 100 kg and 1.000 kg of hazardous waste per month. Large quantity generators (LQGs): generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Transporters are individuals or entities that move hazardous waste from the generator off-site to a facility that can recycle, treat. store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Govemment Version: 03/09/04 Date of Data Arrival at EDR: 03/18/04 Date Made Active at EDR: 04/02/04 Elapsed ASTM days: 15 Database Release Frequency: Varies Date of Last EDR Contact: 04/20/04 ERNS: Emergency Response Notification System Source: National Response Center. United States Coast Guard Telephone: 202-260-2342 Emergency Response Notification System. ERNS records and stores substances. Date of Government Version: 12/31103 Date Made Active at EDR: 03/12/04 Database Release Frequency: Annually FEDERAL ASTM SUPPLEMENTAL RECORDS Information on reported releases of oil and hazardous Date of Data Arrival at EDR: 01/26/04 Elapsed ASTM days: 46 Date of Last EDR Contact: 04/26/04 BAS: Biennial Reporting System Source: EPA/NTIS Telephone: 800-424-9346 The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LOG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12i01/01 Database Release Frequency: Biennially Date of Last EDR Contact: 03/16/04 Date of Next Scheduled EDR Contact: 06/14/04 CONSENT: Superfund (CERCLA) Consent Decrees Source: EPA Regional Offices Telephone: Varies Malor legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Govemment Version: N/A Date of Last EDR Contact: NIA Database Release Frequency: Varies Dale of Next Scheduled EDR Contact: N/A TC01188418.1r Page GR -2 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING L ROD: Records Of Decision Source' EPA telephone: 703-416-0223 Record of Decision. ROD documents mandate a permanent remedy al an NPL (Supertund) site containing technical and health information to aid in the cleanup. Date of Government Version: 01/09/04 Dale of Last EDR Contact: 04/05/04 Celebese Release Frequency: Annually Date of Next Scheduled EDR Contact: 07/05/04 DELISTED NPL: National Priority List Deletions Source: EPA Telephone: NIA The National Oil and Hazardous Substances Pollution Contingency Ptan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e). sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 01/29/04 Database Release Frequency: Quarterly Date of Last EDR Contact: 02/06/04 Dale of Next Scheduled EDR Contact: 05/01/04 FINDS: Facility Index Syslem/Facility Identification Initiative Program Summary Report Source: EPA Telephone: N/A Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more defeat. EDR includes the 'allowing FINDS databases in This report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases tor all environmental statutes). FURS (Federal Underground injection Control), C -DOCKET (Criminal Docket System used to track cnminal enforcement actions for all environmental statutes). FFIS (Federal Facilities Information System). STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System/). Date o' Government Version: 04/08/04 Date of Last EDR Contact: 04/05/04 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 07/05/04 HMIRS: Hazardous Malenals Information Reporting System Source: U.S. Department of Transportation Telephone: 202-366-4555 Hazardous Materials Incident Report System. HMIRS contains hazardous matenal spilt incidents reported Io DOT_ Date of Government Version: 12/18/03 Database Release Frequency: Annually Date of Last EDR Contact: 04/20/04 Date of Next Scheduled EDR Contact: 07/19/04 MLTS: Material Licensing Tracking System Source: Nuclear Regulatory Commission Telephone: 301-415-7169 ML TS is maintained by the Nuclear Regulatory Commission and contains a list 01 approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency. EDR contacts the Agency on a quarterly basis. Date of Government Version: 01/15/04 Database Release Frequency: Quarterly MINES: Mines Master index File Source: Department of Labor. Mine Safely and Health Administration Telephone: 303-231-5959 Date 01 Government Version: 03/05/04 Database Release Frequency: Semi -Annually Date of Last EDR Contact: 04/05/04 Date of Next Scheduled EDR Contact: 07/05/04 Date 01 Last EDR Contact: 03/30/04 Date oI Next Scheduled EDR Contact: 06/28/04 NPL LIENS: Federal Superfund Liers Source: EPA Telephone: 202-564-4267 Federal Superlund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response. Compensation and Liability Act (CERCLA) o1 1980. the USEPA has the aulhonty to file liens against real property in order lo recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA compiles a listing 01 filed notices of Superlund Liens. TC01188418.1 r Page G R-3 • GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Dale 01 Government Version: 10/15/91 Date of Last EDR Contact: 03/12/04 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact 05/24/04 PADS: PCB Activity Database System Source: EPA Telephone: 202-564-3887 PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 12/30/03 Date of Last EDR Contact: 02/09/04 Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 05/10/04 DOD: Department of Defense Sites Source: USGS Telephone: 703-692-8801 This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States. Puerto Rico, and the U.S. Virgin islands. Date o1 Government Version: 10/01/03 Date of Last EDR Contact: 02/02/04 Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact: 05/10/04 STORMWATER: Storni Water General Permits Source: Environmental Protection Agency Telephone: 202 564-0746 A listing of all facilities with Storrs Water General Permits. Date of Government Version: N/A Date of Last EDR Contact: N/A Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: N/A INDIAN RESERV: Indian Reservations Source: USGS Telephone: 202-208-3710 This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Dale of Government Version: 10/01/03 Date of Last EDR Contact: 02/02/04 Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact: 05/10/04 US BROWNFIELDS: A Listing of Browniields Sites Source: Environmental Protection Agency Telephone: 202-566-2777 Included in the listing are browntields properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Browniields Assessments, Targeted Browniields Assessments -EPA's Targeted Browntields Assessments (TBA) program is designed to help states, tribes, and municipalities --especially those without EPA Browntields Assessment Demonstration Pilots --minimize the uncertainties of contamination often associated with browntields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments at brownfields sites throughout the country. Targeted Brownfiefds Assessments supplement and work with other efforts under EPA's Browniields Initiative to promote cleanup and redevelopment of browntields. Cooperative Agreement Recipients -States. political subdivisions, territories. and Indian tubes become BCRLF cooperative agreement recipients when they enter into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified browntields-related cleanup activities. Dale of Government Version: 07/15/03 Date of Last EDR Contact: 03/15/04 Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact:, 06/14/04 RMP: Risk Management Plans Source: Environmental Protection Agency Telephone: 202-564-8600 When Congress passed the Clean Air Act Amendments 011990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule. which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to devetop a Risk Management Program, which includes a(n): Hazard assessment that details the potential ellects of an accidental release, an accident history al the last live years, and an evaluation al worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring. and employee training measures: and Emergency response program that spells oul emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the lire department) should an accident occur. TC01188418.1 r Page GR -4 1 GOVERNMENT RECORDS SEARCHED/DATA CURRENCY TRACKING Date of Govemment Version: N/A Date of Last EDR Contact N/A Database Release Frequency: N/A Date of Nexl Scheduled EDR Contact: N/A FUDS: Formerly Used Defense Sites Source: U.S. Army Corps of Engineers Telephone : 202-528-4285 The listing includes locations 01 Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date o1 Government Version: 1/101/03 Date of Last EDR Contact: 04/26/04 Database Release Frequency: Vanes Date of Next Scheduled EDR Contact: 07/05/04 RAATS: RCRA Administrative Action Tracking System Source: EPA Telephone: 202-564-4104 RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administralive and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy oI the database for historical records. It was necessary to terminate RAATS because a decrease III agency resources made it impossible to continue to update the inlorrnatwn contained in the database. Date al Government Version: 04/17/95 Date of Last EDR Contact: 03/08/04 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: 06/07/04 TRIS: Toxic Chemical Release Inventory System Source: EPA Telephone: 202-566-0250 Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12131/01 Database Release Frequency: Annually Date of Last EDR Contact: 03/23/04 Date of Nexl Scheduled EDR Contact: 06/21/04 TSCA: Toxic Substances Control Act Source: EPA Telephone: 202-260-5521 Toxic Substances Control Act. TSCA identities manufacturers and importers of chemical substances included on the TSCA Chemical Substance inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/02 Date o1 Lasl FOR Contact: 03/05/04 Database Release Frequency: Every 4 Years Date oI Next Scheduled EDR Contact: 06/07104 FITS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenlicade Act)/TSCA (Toxic Substances Control Act) Source: EPA Telephone: 202-564-2501 Dale 01 Government Version: 01/21/04 Date oI Last EDR Contact: 03/22/04 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 06/21/04 SSTS: Section 7 Tracking Systems Source: EPA Telephone: 202-564-5008 Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Slat. 829) requires all registered pesticide -producing establishments 10 submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and !hose having been produced and sold or distributed in the past year. Date of Government Version: 12/31/01 Date of Last EDR Contact: 04/19/04 Database Release Frequency: Annually Date of Next Scheduled EOR Contact: 07/19/04 TC01188418.1 r Page GR -5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FITS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) Source: EPA/OIltce of Prevention, Pesticides and Toxic Substances Telephone: 202-564.2501 FITS tracks administrative cases and pesticide enlorcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right -to -Know Act) To maintain currency, EDR contacts the Agency on a quarterly basis_ Date of Government Version: 01/30/04 Date of Last EOR Contact: 03/22/04 Database Release Frequency: Quarterly Dale 01 Next Scheduled EDR Contact 06/21/04 STATE OF COLORADO ASTM STANDARD RECORDS SHWS: This stale does nal maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. Source: EPA Telephone: 703-413-0223 State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superlundl are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information vanes by stale. Date of Government Version: NIA Date Made Active at EDR: N/A Database Release Frequency: N/A Date of Data Arrival al EUR: N/A Elapsed ASTM days: N/A Date of Last EOR Contact: 03/22/04 SWFILF: Sohd Waste Sites & Facilities Source: Department a1 Public health & Environment Telephone: 303-692-3300 Solid Waste Facilities/Landfill Sites. SWFILF type records typically contain an inventory of solid waste disposal facilities or Landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that lailed 10 meet RCRA Subtitle D Section 4004 criteria for solid waste landlitls or disposal sites. Date of Government Version: 11/04;03 Date Made Active at EDR: 12/31/03 Database Release Frequency: Annually Dale o1 Data Arrival at EUR: 12/08/03 Elapsed ASTM days: 23 Dale of Last EDR Contact: 03/11/04 LUST: Leaking Underground Storage Tank List Source: Department of Labor and Employment, Oil lnspecbon Section Telephone: 303-318.8521 Leaking Underground Storage Tank incident Flepoals. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by stale. Date of Government Version: 04/06/04 Date Made Active at EDR: 04/28/04 Database Release Frequency: Quarterly Dale of Data Arrival at EDR: 04/06/04 Elapsed ASTM days: 22 Date at Last EDR Contact: 04/06/04 TRUST: Lust Trust Sites Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 The listing tracks the reimbursement of costs approved and paid to eligible applicants. Date of Government Version: 01/26/04 Date Made Active at EDR:: 02/27/04 Database Release Frequency: Varies Date of Data Arrival at EDR: 01/26/04 Elapsed ASTM days: 32 Date of Last EDR Contact: 04/27/04 LIST: Underground Storage Tank Database Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318.8521 Registered Underground Storage Tanks. UST's are regulated under Subtitle I of She Resource Conservation and Recovery Act (RGRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. TC01188418.lr Page GA -S GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01;06/04 Dale Made Active at EDR: 01/20/04 Database Release Frequency: Quarterly INDIAN UST: Underground Storage Tanks on Indian Land Source. EPA Region 8 Telephone: 303-312.6137 Underground storage tank locations on Indian land. Date of Government Version_ 01/08104 Date Made Active al EDR: 01/22/04 Database Release Frequency: Varies Date al Data Arrival at £DR: 01/06/04 Elapsed ASTM days: 14 Date of Last EDR Contact: 04/06/04 Date of Data Arrival at EDR: 01/13/04 Elapsed ASTM days: 9 Date of Last EDR Contact: 02/23/04 INDIAN LUST: Leaking Underground Storage Tanks on Indian Land Source: EPA Region 8 Telephone: 303-312-6271 LUSTS on Indian land in Colorado. Montana, North Dakota, South Dakota, Ulah and Wyoming. Date of Government Version: 02/05/04 Date Made Active at EDR: 03/24/04 Database Release Frequency: Varies Dale of Data Arrival at EDR: 03/04/04 Elapsed ASTM days: 20 Dale of Last EDR Contact: 01/27/04 VCP: Voluntary Cleanup & Redevelopment Act Application Tracking Report Source: Department of Public Health and Environmental Telephone: 303-692.3331 The Voluntary Cleanup and Redevelopment Act is intended to permit and encourage voluntary cleanups by providing a method to determine clean-up responsibilities in planning the reuse of property. The VCRA was intended for sites which were not covered by existing regulatory programs. Date o1 Government Version: 03/19/04 Date Made Active at EDR: 04/14/04 Database Release Frequency: Semi-Annualty STATE OF COLORADO ASTM SUPPLEMENTAL RECORDS Dale of Data Arnval at EDR: 03/22/04 Elapsed ASTM days: 23 Date 01 Last EDR Contact 03/22/04 HISTORICAL LANDFILL: Historical Landfill List Source Department al Public Health & Environment T etephane: 303-692-3300 Abandoned/Inactive Landfills. Date of Govemmenl Version: 01/31/93 Date of Last EDR Contact: 09/05/96 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A AST: Aboveground Tank List Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 Aboveground storage tank locations. Dale of Government Version: 01/06/04 Date of Last EDR Contact: 04/06/04 Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact: 07/05/04 CO ERNS: Spills Database Source: Department of Public Health and Environmental Telephone: 303-692-2000 Slate reported spills. Date of Government Version: 01/30/04 Dale of Last EDR Contact: 02/05/04 Database Release Frequency: Quarterly Dale of Next Scheduled EDR Contact: 05/01/04 TC01188418.1r Page GR -7 G0VERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING METHANE SITE: Methane Site Investigations - Jefferson County 1980 Source: Jefferson County Health Department Telephone.: 303-239-7175 The objectives al the study are to define as closely as possible the boundaries of methane producing solid waste landfills. Date of Government Version: 12/31/80 Date of Last EDR Contact: 01/27/95 Database Release Frequency: No Update Planned Dale of Next Scheduled EDR Contact: N/A METHANE INVESTIGATION: Methane Gas & Swamp Findings Source: Department 01 Heal1h Telephone: 303-640-3335 The primary objective of this study was to assess methane gas related hazards at selected landfill sites in Colorado. These sites were selected by the Colorado Department 01 health following evaluation 01 responses received from County and Municipal agencies about completed and existing landfills within their junsdiclion. Dale of Government Version: 03/15/79 Date oI Lasl EDR Contact: 01/27/95 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A LOCALFIEC©RDS ADAMS COUNTY: Summary Report on Methane Gas Hazards and Surveys Conducted on Domestic and Demolition Landfills in Adams County Source: Tn-County Health Depanmeni Telephone: 303-761-1340 As 01 May 8, 1978, all known landfills or dumping sites in the Adams County area have been surveyed. Date of Government Version: 05/08/78 Dale of Last EDR Contact: 01/27/95 Database Release Frequency: No Update Planned Dale of Next Scheduled EDR Contact: N/A A11APAHOE COUNTY: A Survey 01 Landfills in Arapahoe County Source- Tri -County Health Department Telephone: 303-761- 1340 A survey of Arapahoe County was conducted from August through November, 1977, of all open and closed landlills and dumpsiles in the county. Each of the sites found was ctassi red as domestic or demolition. Date of Government Version: 12/31178 Date of Last EDR Contact: 01/27195 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact; N/A. BOULDER COUNTY: Old Landfill Sites Source: Boulder County Health Department Telephone: 303-441-1182 Dale of Government Version: 05/01/'86 Date of Last EDR Contact: 01/30/98 Database Release Frequency: No Update Planned Date of Next Scheduled EDF/ Contact: N/A DENVER COUNTY: Landfills in Denver County Source: Cily and Counly of Denver Telephone. 303-436-7300 • TC01188418.1 r Page GR -8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date ol Government Version: 12/01/94 Date of Last EDR Contact: 12/18/94 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A DOUGLAS COUNTY: Douglas County Landfill Key Source: Tri -County Health Department Telephone: 303-761-1340 Date of Government Version: 06/12/91 Date of Last EDR Contact: 01/27195 Database Release Frequency: No Update Planned Date of Next Scheduled EOR Contact: NIA PUEBLO COUNTY: Designated Disposal & Landfill Sites Source: Pueblo City -County Health Department Telephone: 719-583-4300 Only inert materials. Asphalt, cement, din & rock unless otherwise specified, These sites are no longer active. Date of Government Version: 04/30/90 Date of Last EDR Contact; 11/13/95 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A TRI COUNTY: Tri -County Area Solid Waste Facilities List (Adams, Arapahoe and Douglas Counties) Source: Tri -County Health Department Telephone: 303-751-1340 Closed Domestic Landfills in Adams County, Closed Domestic Landfills in Arapahoe County, Closed Demolition Landfills in Arapahoe County, Closed Domestic Landfills in Douglas County. Date of Government Version: 10/15/83 Database Release Frequency: No Update Planned WELD COUNTY: Solid Waste Facilities in Weld County Source: Weld County Department of Public Health Telephone: 970-304-6415 Date 01 Govemment Version: 03/01/04 Database Release Frequency: No Update Planned EMR PROPRIETARY HISTORICAL DATABASES Date of Last EDR Contact: 01/27/95 Date of Next Scheduled EDR Contact: N/A Date of Last EDR Contact: 03/08/04 Date of Next Scheduled EDR Contact: 05/07/04 Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to EDR by Real Property Scan, Inc. ©Copyright 1993 Real Properly Scan, Inc. Fora technical description of the types of hazards which may be found al such sites, contact your EDR customer service representative. Disclaimer Provided by Real Property Scan, Inc. The information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund ol the amount paid. No claim is made for the actual existence of toxins al any site. This report does not constitute a legal opinion. TC01188418.1r Page GR -9 • GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING BROWNFIELDS DATABASES AUL: Environmental Real Covenants List Source: Department of Public Health & Environment Telephone. 303-69 2-3331 Activity and use limitations include both engineering controls and inslitulIona' controls. The Colorado Department of Public Health and Environment to approve requests to rusted the future use of a property using an enforceable agreement called an environmental real covenant. When a contaminated site is not cleaned up completely, land use restrictions may bo used to ensure that the selected cleanup remedy is adequately protective at human health and the environment. Date 01 Govemment Version: 03/01+04 Date al Last EDR Contact. 03101/04 Database Release Frequency: Vanes Dale 01 Next Scheduled EDR Contact: 05/31/04 US BROWNFIELDS: A Listing at Brownliolds Srtas Source: Environmental Protection Agency Telephone: 202-566-277'7 1nctuded in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownlields properties addressed by Targeted Brownfields Assessments. Targeted Brownhelds Assessments -EPA's Targelecf Bnxwnlields Assessrnenls (TBA) program is designed to help states, Tribes. and municipalities --especially those without EPA Browntields Assessment Demonstration Pilots --minimize the uncertainties of contamination alien associated with brownfields. Under the TBA program. EPA provides funding and/or technical assistance for environmental assessments at browntields sites throughout the country. Targeted Browntields Assessments supplement and work with other efforts under EPA's Browntields Initiativo la promote cleanup and redevelopment of brownfields. Cooperative Agreement Recipients -States. political subdivisions. territories. and Indian tribes become BCRLF cooperative agreement recipients when they enter into BCRLF cooperative agreements with the U.S. EPA EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownlields-relaled cleanup activities. Date of Government Version: Nee Dam of Last EDR Contact: N/A Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact: N/A VCR: Voluntary Cleanup & Redevelopment Act Application Tracking Report Source: Department of Public Health and Environmental Telephone: 303-692-3331 The Voluntary Cleanup and Redevelopment Act is intended 10 permit and encourage voluntary cleanups by providing a method to determine clean-up responsibilities in planning the reuse of properly. The VCRA was intended for sites which were not covered by existing regulatory programs. Date al Government Version: 03/19/04 Date 01 Last EDR Contact: 03/22/04 Database Release Frequency: Semi -Annually Date of Next Scheduled EDR Contact: 06/21/04 OTHER DATABASE(S) Depending on the geographic area covered by Ihis report, the data provided in these specially databases may or may not be complete. For example. the existence of wetlands inlorrnation data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreaver, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000 -Scale Maps. 11 was extracted from the transportation category including some all, but primarily gas pipelines. Electric Power Transmission Line Data Source: PennWetl Corporation Telephone: (800) 823-6277 This map includes information copyrighted by PennWetl Corporation. This information is provided on a best eflorl basis and PennWetl Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted w lh the permission of PennWetl. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly. the sick. and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buitdings and facilities • schools.. daycares. hospitals, medical centers. and nursing homes - where individuals who are sensitive receptors are likely to be located, fC01188418.tr Page GR -t0 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of ho Medical Centers: Provider of Services Listing Source; Centers tor Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on private school locations in the United States. Daycare Centers: Daycare Listing Source: Department of Human Services Telephone: 303-866-5958 p talc. Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 100 -year and 500 -year flood zones as defined by FEMA. NWI: National Wetlands inventory. This data, available in select counties across the country, was obtained by EDR in 2002 from the U.S. Fish and Wildlife Service. STREET AND ADDRESS INFORMATION ID 2003 Geographic Data Technology, Inc„ Rel. 0712003. This product contains proprietary and confidential pmperty of Geographic Data Technology, Inc. Unauthorized use, including copying for other than testing and standard backup procedures, of this product is expressly prohibited. TC01188418.1 r Page GR -11 • • GEOCHECK PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS 036170 - COLORADO NORTH OF PARACHUTE, COLORADO PARACHUTE, CO 81635 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: 39.486229 - 39' 29' 10.4" 108.109100 - 108' 6' 32.8" Zone 12 748632,6 4374518.0 5420 ft. above sea level EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3. Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital Elevation Model) be reviewed. it also requires that one or more addltionat physical setting sources be sought when (1) conditions have been identified in which hazardous substances or petroleum products are likely to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice, to assess the impact of migration of recognized environmental conditions in connection with the property. Such additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic, and geologic characteristics of a site, and wells in the area. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater Clow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. TC01188418. 1r Page A-1 • • GEOCHECK' - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specitic well data. If such data is not reasonably ascertainable. it may be necessary to rely on other sources oI lnlormaiion, such as surface topographic information. hydrologic information, hydrogeologrc data collected on nearby properties, and regional groundwater flow intormation (tram deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This intormation can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY USES Topographic Map: 39108-D1 PARACHUTE, CO General Topographic Gradient: General SSW Source: USGS 7.5 min quad index SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation if TP b M 0t it A u ate ci a w N West TP 0 Target Property Elevation: 5420 tt. 112 East 1 Miles Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC01188418,1 r Page A-2 • • • GE©CHECK' - PHYSICAL SETTING SOURCE SUMMARY i HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or. should contamination exist on the target property. what downgradient sites might he impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data GARFIELD, CO Not Available Flood Plain Panel at Target Properly: Not Reported Additional Panels in search area: Not Reported NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage PARACHUTE Nat Available HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic inlormaiion can be used to assist the environmental professional in forming an opinion about the impact 01 nearby contaminated properties or. should contamination exist on the target property, what downgradienl sites might be impacted. AQUIFLOWs Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow al specilic points. EDR has reviewed reports submitted by environmental professionals to regutatory authorities at select sites and has extracted the date of the report. groundwater flow direction as determined hydrogeologically, and the depth to water table. MAP ID Not Reported LOCATION FROM TP GENERAL DIRECTION GROUNDWATER FLOW TC01188418. Ir Page A-3 • • GEOCHECK'°' - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and sod strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information. including geologic age identification, rock straligraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy -gravelly types of soils than silty -clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental prolessionat in loaning an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era:Cenozoic Category: Continental Deposits System: Tertiary Series: Eocene Code: Tec (decoded above as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Amdt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DOS - 11 (1994). DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A sod map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. The following information is based on Soil Conservation Service STATSGO data. Soil Component Name: UFFENS Sail Surface Texture: loam Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep. moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Well drained. Soils have intermediate water holding capacity. Depth to water table Is more than 6 feet. Hydric Status: Soil does not meet the requirements for a hydric soil Corrosion Potential - Uncoated Steel: HIGH Depth to Bedrock Min: > 60 inches Depth to Bedrock Max: > 60 inches 1-UG1188418.1r Page A-4 • • • GEOCHECK-= - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Rate (inihr) Soil Reaction (pH) 1 0 inches 5 inches loam Silt -Clay FINE-GRAINED Max: 2.00 Max: 8.40 Materials (more than 35 pct. passing No. 200). Silly Soils. SOILS. Silts and Clays (liquid limit less than 50%), Lean Clay. Min: 0.60 Min: 7.40 FINE-GRAINED SOILS, Silts and Clays )liquid limit less than 50%), silt. 2 5 inches 20 inches loam Sit -Clay FINE-GRAINED Max: 0.60 Max: 9.60 Matenals (more than 35 ,pct. passing No. 200), Clayey SOILS. Silts and Clays (liquid lumlt less than 50%). Min: 0.20 Min: 8.40 Soils. Lean Clay 3 20 inches 38 inches 'aam Silt -Clay FINE-GRAINED Max: 0.60 Max. 9.60 Materials Imare than 35 pct. passing No. 200), Clayey SOILS. Silts and Clays (liquid limit less liian 50%). Min: 0.20 Min: 8.40 Soils. Lean Clay 4 38 Inches 60 inches sandy loam Silt -Clay COARSE-GRAINED Max: 2:00 Max: 9.00 Materials (more than 35 pct. passing No. SOILS, Sands, Sands with lines. Silty Min: 0.60 Min: 7.90 200). Silty Sand. Soils. OTHER SOIL TYPES IN AREA Based on Soil Conservation Service STATSGO data, the tollowing additional subordinanl soil types may appear within the general area of target properly. SOiI Surface Textures: clay loam very channery - sandy foam sandy Loam Sunccial Soil Types: clay loam very channery - sandy loam sandy loam Shallow Soil Types: No Other Sail Types Deeper Soil Types: stratified clay very channery - sandy loam TC01 188418.1 r Page A-5 • • • GEGCHECK - PHYSICAL SETTING SOURCE SUMMARY ADDITIONAL ENVIRONMENTAL RECORD SOURCES According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental records may be checked, in the discretion of the environmental processional. to enhance and supplement lederat and slate sources... Factors to consider in determining which local or additional state records. 11 any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they are obtained, pursuant to local. good commercial or customary practice." One of the record sources listed in Section 7.2.2 is water well information. Water we information can be used to assist the environmental professional in assessing sources that may impact groundwater flow direction. and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles) Federal USGS 1 000 Federal FRDS PWS Nearest PWS within 1 mite Slate Database l 000 FEDERAL USGS WELL INFORMATION MAP ID WELL ID No Wells Found FEDERAL EROS PUBLIC WATER SUPPLY SYSTEM INFORMATION MAP ID WELL 10 No PWS System Found Nole: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION MAP ID WELL ID LOCATION FROM TP LOCATION FROM TP LOCATION FROM TP Al COWW074987 1/8 - 114 Mile SW A2 COWW003848 118 - 114 Mile SW 83 COWW 195091 114. 1/2 Mile SSE B4 COWW 195{190 114. 1/2 Mile SSE 135 COWW 139388 1/4 - 1/2 Mile SSE 86 GOWW016920 1/4 - 1/2 Mlle SSE 87 COWW033044 114. 1/2 Mile SSE 8 COWW 139387 114 - 112 Mile SSE 9 COWW 139379 114 - 112 Mile SE 10 COW W 139385 114 - 1/2 Mile SSE C11 COWW 139386 114 - 112 Mile SE 012 COWW364530 1/4 - 1/2 Mile SE 013 COWW016921 114 - 112 Mile SE C14 COWW 139377 112 - 1 Mile SE TC01188418.1r Page A-6 GEOCHECIC-' - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP E15 COWW 139378 1/2 - 1 Mile SE E 16 COWW 139376 112 - 1 Mile SE F17 COWW158304 112- 1 Mile ESE F18 COWW0222029 1/2 - 1 Mile ESE F19 COWW158303 1/2 - 1 Mile ESE 20 COWW016922 1/2- 1 Mile SE 21 COWW36453t 1/2 - 1 Mile ESE 22 COWW000367 1/2. 1 Mile SSE 23 COWW 163647 1/2 - 1 Mile NW 24 COWW112075 1/2 - 1 Mile NW STATE O1LJGAS WELL INFORMATION DISTANCE DISTANCE FROM TP IMiles) FROM TP (Miles) 1/2 - 1 Mile NW 112 - 1 Mile NW 1/2 - 1 Mile NW 1/4 - 112 Mile NW 1/2 - 1 Mile ENE 112.1 Mile WNW 1/2 - 1 Mile NW 112 - 1 Mile WNW 118 - 1/4 Mite. NNW 1/2 - 1 Mile Wesi 1/2- 1 Mile WNW 1/4 - 112 Mile ENE 1/4 - 1/2 Mile ENE 112 - 1 Mite East 1/4 -112 Mile East 1/2 - t Mile Wesi 1/4 - 112 Mile West 1/8 - 114 Mile East 1/2 - 1 Mile West 1/0 - 114 Mile WSW 114 - 1/2 Mile West 1/4 - 1/2 Mile WSW 1/2 -1 Mile East 1/2 - 1 Mile Wesi 112 - 1 Mile West 1/4 - 1/2 Mile WSW 1)8- 114 Mile SSE 1/2 - 1 Mile WSW 112 - 1 Mite ESE 1/4 - 1/2 Mile SSW 1/4 - 1/2 Mile SSW 1/4 - 1/2 Mae SSW 1/4 - 1)2 Mile SW 1/2 - 1 Mile ESE 1/4 - 1/2 Mile SSW 1/4 - 112 Mile SSW 114 - 1/2 Mile SSE 114 - 12 Mite SSE 1/2 - 1 Mile SW 1/2 - 1 Mile SE 1/2-1Mile SE 1/2-1 Mlle SE 1/2 - 1 Mile South 1/2 • 1 Mlle South 1/2 1 Mile SSW 1/2 - 1 Mile ESE 1/2 - 1 Mile SSE 1/2 - 1 Mile SSE 112 - 1 Mile SE 1/2 -1 Mlle SE 1/2 - 1 Mile South 1/2 - 1 Mile South 1/2 - 1 Mile South 112 - 1 Mile South 1/2 -1 Mile SSE 112 -1 Mile SSW 1/2 - 1 Mile SSW 1/2 -1 Mile SSW 1/2 - 1 Mite SSE 1/2 -1 Mile SSE 1/2 -1 Mile South 1/2 -1 Mile Sculh 1/2 - 1 Mile SSE 1/2 - 1 Mlle South TC01 188418.1 r Page A-7 PHYSICAL SETTING SOURCE MAP - 01188418.1 r N Q County Boundary Major Roads Contour lines Earthquake epicenter, Richter 5 or greater Water Wells Public Water Supply Wells Cluster of Multiple Icons a 111 1,2 1 M. f Groundwater Flow Direction (c i) Indeterminate Groundwater Flow at Location (t) Groundwater Flow Varies at Location • Oil, gas or related weirs TARGET PROPERTY: ADDRESS: CITY/STATE/ZIP: LAT/LONG: 036170 - Colorado North of Parachute, Colorado Parachute CO 81635 39.48621 108.1091 CUSTOMER: CONTACT: INQUIRY N: DATE: Conestoga -Rovers & Associates Kerly F. Connolly 01188418.1r May 10, 2004 6:31 pm Ccpynyhl 0 2004 EDPs, Inco 2003 GDT, Inc Re I 07!2003 All Ri his Rcs.rv.d GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direclion Distance �I�valion SW 1/8 - 1/4 Mile Lower Site Name: Mailing Address: Telephone: Water Division. Receipt: Su11ix Code: Parcel: Application Date: Application Status Permit Status: Permit Stal Date: last Accton Updated: Statement at beneficial use accepted Last Action Date: 11(29/2000 Permit, Denial (AD) or Monitoring Hole Issued: Construction/Test report Received by DWR: Well Proposed Yield (Gal/Min): Well Proposed Depth (Feel): Proposed Annual Appropriation (Acre Feet): Well Application Type: Well Type: First Benelicial Use Date: Dale Statement of Use Received: Cate Amended to Include Animals: Permit Expiration Date: Abandonment Report Received: Plugged an Abandoned Date. Annual Appropriation in Acre Feel: Depth to Top of 1st Perforated Casing:: Depth to Base 01 Last Perforated Casing: Water Court Case Number: Yield in Gallons Per Minute: Total Depth 01 Welt. Depth to Static Water Level: Ground Surface Elevation: Acres Irrigated: Totaling Flow Meter Regd.. Installed: Cross Reference to Another Weil or Record: UNION OIL CO VALLEY FEDERAL PLAZA SUIT GRAND JUNCTION. CO 80501 1- 5 0221184 F 0 11/18/1981 Statement al beneficial use accepted Statement of beneficial use accepted 12/16/1983 County Code: Permit Number. Replacement Code: 12/22/1982 08/31/1981 450 83 725 Not reported Non-exempt 03/31/1982 12/22/1983 Not Reported 12/22/1983 Not Reported Nol Reported 524 0053 0078 82CW433 325 90 14 0 0 N Nol Reported Notice of Well Completion Recvd. for'Non-tnb Aquiler: Nol Reported Notice of Donohoe! Use Recvd. for Non -!rib Aquifer: Nol Reported Well ID Number. Well Construction Completed Dale: Pump Installation Completed Date: Geophysical is Required and Received: Contractors License: Pump Installer's License: Pump Installation Repan to DWR: Statute Which Permit Issued Under: Last. Stall Member to Update File: Water District: Groundwater Basin Numb: Pnncipat Meridian: Range: Section: 1/4 1/4: Aquifer: Sub Division: 00 S 0960W 33 NW GW Not Reported 00000 07/24/1981 Not Reported No 976 Not Reported Nal Reported 0137 PAC 39 Basin Mgrnt Dist Numb: Dist from Section Line: Township: 1/4 Section: 1/4 1/4 1/4: 2nd Aquifer: Lot Number: Database EDR ID Number CO WELLS COWW074987 23 26068 Not Reported 00 1150N 2300E 060S NE Not Reported Not Reported Not Reported TC01188418,1 r Page A-9 L • GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS Block Number. Not Reported Filing Number Not Reported Approval Engineer: Not Reported Designation Number. Not Reported Comments: 83CW349 e6 Utm x: 232382.922 Utm _ y: 4374967.5 Lac_ source: CarteView 2/17/2000 Usage: 0 A2 SW 1/8 - 1/4 Mite Lower CO WELLS COWW00384B See Name: (UNION OIL CO Mailing Address: VALLEY FEDERAL PLAZA SUtT GRAND JUNCTION. CO 80501 Telephone: Not Reported Water Division: 5 County Code: 23 Receipt:0007012 Permit Number 26069 Suffix Code: F Replacement Code: Not Reported Parcel: 0 Application Dale: 08/31/1981 Application Status: Statement of beneficial use accepted Permit Status: Statement of beneficial use accepted Permit Stat Dale: 12/16/1983 Last Action Updated: Statement of beneficial use accepted Last Action Dale: 11/29/2000 Permit, Denial (AD) or Monitoring Hole Issued: 122211982 Cons1ruction:Test report Received by DWR: 10.,29/19B1 Well Proposed Yield (Gal/Min): 60 Well Proposed Depth (Feet): 90 Proposed Annual Appropriation (Acre Feel): 100 Well Application Type: Not reported Well Type: Non-exempt First Beneficial Use Date: 03/31/1982 Date Statement of Use Received: 12/22/1983. Date Amended to Include Animals: Not Reported Permit Expiration Date: 12/2211983 Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 8t Depth to Top of 1st Perforated Casing: 0061 Depth to Base of Last Perforated Casing: 0079 Water Court Case Number. 83CW349 Yield in Gallons Per Minute: 50 Total Depth of Well: 89 Depth to Static Water Level: 44 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd.. Installed: N Cross Relerence to Another Well or Record: Not Reported Notice of Well Completion Recvd. for Non-tnb Aquifer: Not Reported Notice of Beneficial Use liecvd. for Non-tnb Aquifer: Not Reported Well 10 Number. 00000 Weil Construction Completed Date: 08/25/1981 Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: 976 Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under Not Reported Last Staff Member to Update File: PAC TC01188418.4 Page A-10 GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS Water Dislnct: Groundwater Basin Principal Mendian Range: Section: 1/4 1/4: Aquifer Sub Division: Block Number Approval Engineer Comments: Ulm_x: Utm_y: Usage: Numb: 00 S 0960W 33 SW GW Not Reported Not Reported Not Reported 82CW433 232426.156 4374859.5 Municipal 39 Basin Mgmt Dist Numb: Dist from Section Line: Township: 1/4 Section: 1/4 1/4 1/4: 2nd Aquiler Lot Number: Filing Number Designation Number: Loc_ source: 00 1500N 2150E 0605 NE Not Reported Not Reported Not Reported Not Reported Not Reported CarteView 2/17/2000 B3 SSE 1/4 - 1/2 Mile Lower Site Name: Mailing Address: UNOCAL CORP LEON PAI ILER LEON PAHLER PARACHUTE. CO 81635 Telephone: 9702857600 Water Division: 5 Receipt: 0425865 Sutlix Code: Not Reputed Parcel: 0 Application Date: 01/23/1998 Application Status: Well permit issued Permit Status: Not Reported Permit Stal Date: Not Reported Last Action Updated: Well permit issued Last Action Date: 03/11/1998 Permit, Denial (AD) or Monitoring Hole issued: Construction/Test report Received by OWR: Well Proposed Yield (GaLeMin). Well Proposed Depth (Feet): Proposed Annual Appropriation (Acre Feet): Well Application Type: Well Type: First Beneficial Use Date: Dale Statement of Uso Received: Dale Amended to Include Animals: Permit Expiration Date: Abandonment Report Received: Plugged an Abandoned Date: Annual Appropriation in Acre Feet Depth to Top of 1st Perloraled Casing: Depth to Base of Last Perforated Casing: Water Court Case Number: Yield in Gallons Per Minute: Total Depth of Well: Depth to Static Water Level: Ground Surlace Elevation: Acres Irrigated: Totaling Flow Meter Regd., Installed: Cross Reference to Another Well or Record: Notice of Well Completion Recvd. for Nan-tnb Aquifer: Notice o1 Beneficial Use Recvd. for Non•tnb Aquifer County Code: Permit Number. Replacernent Code: 03/11/1998 Not Reported 0 33 0 Not reported Exempt Not Reported Not Reported Not Reported 03/11/2000 Not Reported Not Reported 0 0000 0000 Nol Reported 0 0 0 0 0 N Not Reported Nol Reported Not Reported CO WELLS COWW195091 23 208535 Not Reported 7001188418.1r Page A-1 1 1 GEOCHECK "'- PHYSICAL. SETTING SOURCE MAP FINDINGS Well ID Number 00000 Weil Construction Completed Dale: Nol Reported Pump Installation Completed Date: Nol Reported Geophysical is required and Received: No Contractor's License: AUTH Pump Installer's License: Not Reported Pump Installation Report to DWR: Nol Reported Statute Which Permit Issued Under: 6023 Last Stall Member 10 Update File: RJG Water District. 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: 5 Dis1 Irom Section Line: 1800N 900E Range: 0960W Township: 060S Section: 33 114 Section: NE 1(4 1/4: SE 1/4 1/4 1(4: Nal Reported Aquiler: GW 2nd Aquifer: Not Reported Sub Division: Nol Reported Lot Number. Not Reported Block Number. Nol Reported Filing Number: Nol Reported Approval Engineer. TLC Designation Number HPFI Comments: WELL HPF-1; MH -323337 (2 OF 2) Utm x: 232804.875 Utm_y: 4374756.5 Loc._source: CarteView 2/1712000 Usage: 0, Monitoring Well (Permitted) B4 SSE lt4 -1i2 Mile Lower CO WELLS COWW195090 Site Name: UNOCAL CORP Mailing Address: LEON PAHLER LEON PAHLER PARACHUTE, CO 81635 Telephone: 9702857600 Water Division: 6 County Code: 23 Receipt: 0425864 Permit Number 208534 Suffix Code: Nol Reported Replacement Code: Not Reported Parcel: 0 Application Date: 01/23/1998 Application Stalus: Well permit issued Permit Status: Nol Reported Permit Stat Dale: Nol Reported Last Action Updated: Well permit issued Last Action Date: 03/11/1998 Permit, Denial (AO) or Monitoring Hole Issued: 03(1 1/1998 ConslruclioreTesl report Received by DWR: Not Reported Well Proposed Yield (Gat/Min): 0 Well Proposed Depth ('Feel): 33 Proposed Annual Appropriation (Acre Feat): 0 Well Application Type: Not reported Well Type: Exempt First Beneficial Use Date: Nol Reported Date Statement of Use Received: Nol Reported Date Amended to lnctitde Animals: Not Reported Permit Expiration Dale: 03/11/2000 Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of 1st Perforated Casing: 0000 Depth to Base of Las1 Perforated Casing- 0000 Water Court Case Number Not Reported TC01188418,1 r Page A-12 • GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Yield in Getldns Per Minute: 0 Total Depth of Well: 0 Depth to Static Water Levet: 0 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd.. Installed: N Cross Reference to Another Well or Record: Not Reported Notice of Well Comptetion Recvd. for Non -Mb Aquifer Not Reported Notice oI Beneficial Use Recvd. for Non-tnb Aquiler. Not Reported Well ID Number: 00000 Well Construction Completed Dale: Not Reported Pump Installation Completed Dale: Not Reported Geophysical is Required and Received: No Contractor's License: RUTH Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under: 6023 Last Stall Member lo Update File: RJG Water District: 39 Groundwater Basin Numb: 00 Basin Mgrnt Dist Nunib. 00 Principal Mendian: S Dist from Section. Line: 1800N 750E Flange: 0960W Township: 060S Section: 33 1/4 Section: NE 1/4 1/4: SE 1/4 1/4 1/4: Not Reported Aquifer. GW 2nd Aquifer: Not Reported Sub Division: Not Reported Lot Number: Not Reported Block Number, Nol Reported Filing Number: Nal Reported Approval Engineer. TLC Designation Number. HPF2 Comments: WELL HPF-2: MH -32337 (1 of 2) Utrn _x. 232850.578 Ulm y: 4374755 Loc_source: CarleView 2/17/2000 Usage: 0, Monitoring Well (Permitted) 65 SSE 1/4 - 1/2 Mile Lower CO WELLS C0WW139388 Site Nemo: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032 85 7600 Wafer Division: 5 County Code: 23 Receipt: 0343469N Permit Numbers 166708 Suffix Code: Not Reported Replacement Code: Not Reported Parcel: 0 Application Dale: 09/02/1992 Application Status: Well permit issued Permit Status: Not Reported Permit Stat Dale' Not Reported Last Action Updated: Well permit issued Last Action Date: 10+08/1992 Permit„ Denial (AO) or Monitoring Hole Issued: 10/08/1992 Construction/Test report Received by DWR:. 09/02/1992 Well Proposed Yield (Gat/Min): 0 Well Proposed Depth (Feel): 40 Proposed Annual Appropnation (Acre Feet): 0 Well Application Type: Not reported Well Type: Not reported First Beneficial Use Date' Not Reported Dale Statement of Use Received: Nol Reported TC01 188418 it Page A-13 GEOCHECK- PHYSICAL SETTING SOURCE MAP FINDINGS Date Amended to Include Animals: Not Reported Permit Expiration. Date: Not Reported Abandonment Report Received" Not Reported Plugged an Abandoned Date: Nol Reported Annual Appropnalion in Acre Feet: 0 Depth to Top of 1st Perforated Casing: 0010 Depth 10 Base 01 Last Perforated Casing: 0040 Wale; Courl Case Number. Not Reported Yield in Gallons Per Minute! 0 Tota/ Depth of Well: 40 Depth to Static Water Level: 0 Ground Surface Elevation: 5387 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: Not Reported Notice of Welt Completion Recvd. for Non-Irib Aquifer: Not Reported Notice of Beneficial Use Recvd, tor Non -Stab Aquiter: Not Reported Well ID Number: 00000 Well Construction Completed Dale: 06/10/1992 Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: LIC Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued lander: 6023 Last Staff Member to Update Fite: LMD Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian; S Dist from Section Line: 34145 720E Flange: 0960W Township: OG05 Section: 33 114 Section: NE 114 114: SE 114 1/4 1/4: Nol Reported Aquifer. GW 2nd Aquiter Nol Reported Sub Division: Not Reported Lot Number Not Reported Block Number: Not Reported Filing Number: Nat Reported Approval Engineer. FML Designation Number: HP -12 Comments: Not Reported Ulm ,x: 232859 Utm_y: 4374723.5 Loc_source: CarteView 2/17/2000 Usage: 0, Monitoring. Well (Permittedy B6 SSE 114 - 1/2 Mile Lower CO WELLS COWW016928 Site Name: UNOCAL CORP °a SfMON HYDRO SEARCH Mailing Address: 350 INDIANA ST $300 GOLDEN, CO 80401 Telephone: Not Reported Wafer Division: 5 County Code: 23 Receipt: 0019021 Permit Number: 19021 Suffix Code: MH Replacement Code Not Reported Parcel: 0 Application Date: 04'29/1992 Application Status: Monitoring hole notice of construction. File number and dale entered in permit number and permil date fields Permit Status: Not Reported Permit Stat Dale: Not Reported Last Action Updated: Record change. A portion of the lile was modified Last Action Date: 10/1612001 Permit. Dental (AD) or Monitoring Hole Issued: 04/29/1992 rCol1Be418.1r Page A-14 GEOCHECK 0- PHYSICAL SETTING SOURCE MAP FINDINGS Construction/Test report Received by DWR: Not Reported Well Proposed Yield (Gal/Min): 0 Well Proposed Depth (Feet): 0 Proposed Annual Appropriation tAcre Feet): 0 Well Application Type: Nal reported Weil Type: Non-exempl First Beneficial Use Date: Nol Reported Date Statement of Use Received: Nol Reported Date Amended 10 Include Animals: Not Reported Permit Expiration Date: Nol Reported Abandonment Report Received: Nal Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of 1st Perforated Casing: 0000 Depth to Base at Las! Perforated Casing: 0000 Water Gaud Case Number: Not Reported Yield in Gallons Per Minule: 0 Total Depth of Well: 0 Depth to Static Water Levet: 0 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: 166705 Notice of Well Completion RecvaL for Non -crib Aquifer: Nol Reported Notice al Beneficial Use Recvd. for Nondrib Aquifer Not Reported Well ID Number. 00000 Well Construction Completed Date: Nol Reported Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: LiC Pump Installer's License: Nol Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under. Nol Reported Last Stalt Member to Update Fite: KIRM Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 00 Range: 0960W Township: 060S Section: 33 1/4 Section: NE 1/4 1/4: SE 1/4 1/4 1/4: Nol Reported Aguilar. GW 2nd Aquifer. Nol Reported Sub Division: Not Reported Lot Number: Not Reported Block Number. Not Reported Filing Number Nol Reported Approval Engineer: Nol Reported Designation Number Nol Reported Comments: SEE X -REF 166705 - 166708 Utm x: 232875.984 Utm_y: 4374695.5 Loc_source: CarleView 2x17/2000 Usage: Q 87 SSE 1/4 - 1/2 Mile Lower Site Name: UNOCAL CORP Mailing Address: % LEON F PAI-ILER % LEON F PAHLER PARACHUTE. CO 81635 Telephone: 9702857600 Water Division: 5 County Code: Receipt: 0032337 Permit Number CO WELLS C0WW033044 23 32337 TC01188418.Tr PageA-15 GEOCHECK " - PHYSICAL SETTING SOURCE MAP FINDINGS Suffix Code: Parcel: Application Date: Application Status. Permit Status: Permit Stat Date: MI -I Replacement Code: Nol Reported 0 11/21/1997 Morutonng hole notice al construction. File number and date entered in permit number and permit date fields Not Reported Not Reported Last Action Updated: Record change. A portion Last Action Date: 12/08/1997 Permit, Denial (AD) or Monitoring Hole Issued: Constructior'Test report Received by DWR: Well Proposed Yield (Gal/Min): Well Proposed Depth (Feet): Proposed Annual Appropriation (Acre Feet): Well Application Type: Well Type: First Beneficial Use Date: Date Statement of Use Received, Date Amended to Include Animals' Permit Expiration Dale: Abandonment Report Received: Plugged an Abandoned Date: Annual Appropriation in Acre Feet: Depth to Top of 1st Perforated Casing: Depth to Base 01 Last Perforated Casing: Water Court Case Number Yletd in Gallons Per Minute: Total Depth of Well: Depth to Static Water Level: Ground Surface Elevation: Acres Irrigated: Totaling Flow Meter Regd., Installed: Cross Reference to Another Well or Record: Notice of Well Completion Record. for Non-trib Aquifer: Notice of Beneficial Use Recvd. for Non -!rib Aquifer Well ID Number Well Construction Completed Date: Pump Installation Completed Dale: Geophysical is Required and Received: Contractor's License: Pump Installer's License: Pump installation Report to DWR: Statute Which Permit Issued Under: Last Staff Member to Update File: Water District: Groundwater Basin Numb: 00 Principal Meridian S Range: Section: 1/4 1/4: Aquifer. Sub Division: Block Number Approval Engineer: Comments: Ulm x: Ulm_y: Usage: • of the file was modified 12/01/1997 Not Reported 0 0 0 Nol reported Exempt Nol Reported Nol. Reported Not Reported 03/0411998 Not Reported Not Reported 0 0000 0000 Not Reported 0 0 0 0 0 N Not Reported Not Reported Nol Reported 00000 Nol Reported Not Reported No AUTH Not Reported Not Reported Not Reported RAB 39 0960W 33 SE GW Not Reported Nol Reported Not Reported Not Reported 232875.984 4374695 5 G, Monitoring Well (Permitted) Basin Mgmt Dist Numb: Dist from Section Line: Township: 1/4 Section: 1/4 1/4 1/4; 2nd Aquiler. Lot Number C=iting Number. Designation Number: Loc_source: 00 00 0605 NE Not Reported Not Reporled Not Reported Not Reported Not Reported CarteView 2117/2000 TC01188418.1 r Page A-16 GEOCHECK'H)- PHYSICAL SETTING SOURCE MAP FINDINGS Map fD Direction Dislance klevation Database EDR ID Number SSE 114 - 1/2 Mite Lower CO WELLS C0WW139387 Bile Name: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Water Division: 5 County Code 23 Receipt: 0343469M Permit Number: 166707 Suffix Code: Not Reported Replacement Code: Nol Reported Parcel: 0 Application Date: 09/02/1992 Application Status: Abandoned Well Permit Status: Abandoned Well Permit Stat Dale: 02/09/1998 Last Action Updated: Abandoned Well Iasi Action Dale: 02/09/1998 Permit, Denial (AD) or Monitoring Hole Issued: 10/08/1992 Conslructioii/Test report Received by DWR: 09/02/1992 Well Proposed Yield (Gal/Min): 0 Welt Proposed Depth (Feet): 39 Proposed Annual Appropriation (Acre Feel): 0 Well Application Type: Not reported Well Type: Not reported First Beneficial Use Date: Not Reported Dale Statement o1 Use Received: Not Reported Date Amended to Include Animals: Not Reported Permit Expiration Date: Nol Reported Abandonment Report Received: 02/09/1998 Plugged an Abandoned Dale: 12/19/1997 Annual Appropriation in Acre Feet: 0 Depth to Top al 1st Perforated Casing: 0009 Depth to Base of Last Perforated Casing: 0039 Water Court Case Number. Not Reported Yield in Gallons Per Minute: 0 Total Depth of Well: 39 Depth to Static Water Level: 0 Ground Surface Elevation: 5384 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Mother Well or Record: 019021MH Notice of Well Completion Recvd. l0r Non-tnb Aquifer: Not Reported Notice of eeneticiat Use Recvd for Non-trib Aquifer: Not Reported Well ID Number: 00000 Well Construction Completed Dale: 05/21/1992 Pump Instaltalion Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: LIC Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under. 6023 Last Stall Member to Update File: NLH Water Distnct: 39 Groundwater Basin Numb: 00 Basin Mgm1 Dist Numb: 00 Principal Menden: S Dist from Section Line: 28405 860E Range: 0960W Township: 060S Section: 33 1/4 Section: NE 114 114: SE 1/4 114 1/4: Nol Reported Aquifer GW 2nd Aquifer Not Reported Sub Division: Not Reported Lot Number Not Reported TC01188418.1 r Page A-17 • GEOCHECK { - PHYSICAL SETTING SOURCE MAP FINDINGS Block Number: Not Reported Approval Engineer: FML Comments: Not rieported Ulm x: 232812.328 Ulm_y: 4374551.5 Usage: 0, Monitoring Well (Permitted) Filing Number. Designation Number. Nol Reported HP -13 Lnc_saurce: CarleView 2117/2000 9 SE 114-1/2Mile Lower CO WELLS COWW139379 Site Name: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Water Division: 5 County Code: 23 Receipt 0343469E Permit Nrernber. 166693 Suffix Code: Not Reported Replacement Code: Not Reported Parcel: 0 Application Date: 09/0211992 Application Status: Welt pemtiit issued Permit Status: Not Reported Permit Stat Date: Not Reported Last Action Updated: Well permit issued Last Action Date: 10/08/1992 Permit, Denial (AD) or Monitoring Hole Issued: 10/08/1992 Construction/Test report Received by DWR: 001001902 Well Proposed Yield (Gal/Min): 0 Well Proposed Depth (Feet): 55 Proposed Annual Appropriation (Acre Feet): 0 Weil Application Type: Not reported Well Type: Not reported First Beneficial Use Date: Not Reported Date Statement of Use Received: Not Reported Date Amended to include Animals: Not Reported Permit Expiration Date: Not Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of 1st Perlorated Casing: 0020 Depth to Base el Last Perforated Casing: 0055 Water Court Case Number. Not Reported Yield in Gallons Per Minute: 0 Total Depth of Well: 55 Depth to Static Water Level: 0 Ground Surface Elevation: 5387 Acres lmgated: 0 Totaling Flow Meter Reqd , Instalted: N Cross Reference to Another Well or Record: 019018MH Notice of Well Completion Recvd. for Nan-trib Aquifer: Not Reported Notice of Beneficial Use Recvd. for Non-trib Aquifer. Not Reported Well ID Number: 00000 Well Construction Completed Date: 05/22/1992 Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractors License: LIC Pump Installers License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under. 6023 Last Staff Member to Update File: LMD TC01188418l r Parte A-18 GEOCHECIV- PHYSICAL SETTING SOURCE MAP FINDINGS Water Dtstncl: Groundwater Basin Principal Meridian: Range: Section: 1/4 1/4: Aquiler. Sub Division: Block Number. Approval Engineer Comments: Utm_x: Utm_y: Usage: 39 Numb: 00 S 0960W 34 SW GW Not Reported Not Reported F ML Not Reported 233116.656 4374725.5 0, Monitoring Well (Permitted) Basin Mgml Dist Numb: 00 Dist from Section Line: 34405 125W Township: 0605 1/4 Section: NW 1/4 1/4 1/4: Not Reported 2nd Aquifer. Not Reported Let Number. Not Reported Ening Number. Not Reported Designation Number HP -11 Loc_source: CarteView 2/17/2000 10 SSE 1/4 - 1/2 Mile Lower Site Name: Mailing Address: Telephone: Water Division: Receipt: Suffix Code: Parcel. Application Date: Application Status: Permit Status: Permit Stal Date: Last Action Updated: Last Action Date: UNOCAL CORP 10735 CNTY RD 215 PARACHUTE, CO 81635 3032857600 5 03434691( Nol Reported 0 09/02/1992 Abandoned Well Abandoned Well 02/09/1998 Abandoned Well 0210911998 Permit. Denial (AD) or Monitoring Hole Issued: Construction/Test report Received by DWR: Well Proposed Yield (Gal/Min): Well Proposed Depth (Feet): Proposed Annual Appropriation (Acre Feet): Well Application Type: Well Type: First Benelictal Use Date: Dale Statement of Use Received: Date Amended to Include Animals: Permit Expiration Date: Abandonment Report Received: Plugged an Abandoned Date: Annual Appropriation in Acre Feet: Depth to Top o1 1st Perforated Casing: Depth to Base of Last Perforated Casing: Water Court Case Number: Yield in Gallons Per Minute: Total Depth of Well: Depth to Static Water Level: Ground Surface Elevation: Acres Irrigated: Totaling Flow Meter Regd.. Installed: Cross Relerence to Another Well or Record: Notice of Well Completion Recvd. for Non -Mb Aquifer. Notice of Beneficial Use Recvd. for Non-inb Aquifer Well ID Number: County Code: Perna Number. Replacement Code: 10/08/1992 09+'0211992 0 40 0 Not reported Not reported Not Reported Not Reported Not Reported Nol Reported 02/09/t998 12/19/1997 0 0010 0040 Not Reported 0 40 0 5385 0 019021 MH Not Reported Not Reported 00000 CO WELLS COWW139385 23 166705 Not Reported TC01188418.1r Page A-19 • GEGCHECIO `- PHYSICAL SETTING SOURCE MAP FINDINGS Well Construction Completed Date: 05/19/1992 Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractors License: LIC Pump Installer's License: Not Reported Pump Installation Report lo DWR: Not Reported Statute Which Peril Issued Under: 6023 Last Stall Member to Update File: NLti Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 27805 440E Range: 0960W Township: 0608 Section: 33 1/4 Section: NE 114 1/4: SE 1/4 1/4 1/4; Not Reported Aquifer. GW 2nd Aquifer: Not Reported Sub Division: Not Reported Lot Number Not Reported Block Number. Not Reported Filing Number. Not Reported Approval Engineer. FML Designation Number. HP -14 Comments: Not Repoiled Utrn_x: 232939.875 Utm_y: .1374529.5 Loc _ source: CarleView 2/17/2000 Usage: 0, Monitonng Well (Permitted) C11 SE 1/4-112 Mile Lower CO WELLS COWW139386 Site Name: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Water Division: 5 County Code: 23 Receipt: 0343469L Permit Number. 166706 Sutfix Code: Not Reported Replacement Code: Nal Reported Parcel: 0 Application Date: 09/02/1992 Application Status: Abandoned Well Permit Status: Abandoned Well Permit Stat Date: 02/09/1998 Last Action Updated: Abandoned Well Last Action Dale: 02/09/1998 Permit, Denial (AD) or Monitoring Hole Issued: 10/06/1992 ConstructiorvTest report Received by DWR: 09/02/1992 Well Proposed Yield (Gat/Min): 0 Welt Proposed Depth (Feel): 41 Proposed Annual Appropnation (Acre Feel): 0 Well Application Type: Not reported Well Type: Not reported First Beneficial Use Date: Not Reported Date Statement of Use Received: Not Reported Date Amended to Include Animals: Not Reported Permit Expiration Date: Not Reported Abandonment Report Received: 02/09/1998 Plugged an Abandoned Date: 12/19/1997 Annual Appropriation in Acre Feet: 0 Depth to Top of 151 Perforated Casing: 0011 Depth to Base o1 Last Perforated Casing 0041 Water Court Case Number: Not Reported Yield in Gallons Per Minute: 0 Total Depth 01 Well. 41 TC01188418.1r Page A-20 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS 1 Depth to Static Water Level: 0 Ground Sul -lace Elevation' 5385 Acres Irrigated: 0 Totaling Flow Meter Regd.. Installed: Crass Reference to Another Well or Record: 019021 MH Notice of Well Completion Recvd. for Non-tnb Aquifer: Nol Reported Notice of Beneficial Use Recvd. for Non-tnb Aquifer Not Reported Well ID Number. 00000 Well Construction Completed Date: 05119/1992 Pump Installation Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: LIC Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permil Issued Under. 6023 Last Start Member to Update File: NLH Water Distnct: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal. Meridian: S Dist from Section Line: 2810S 50E Range: 0960W Township: 060S Section: 33 1/4 Section: NE 1/4 1/4: SE 1/4 1/4 1/4: Not Reported Aquifer. GW 2nd Aqutler. Not Reporled Sub Division: Not Reported Lot Number: Not Reported Block Number: Not Reported Filing Number: Not Reported Approval Engineer: FML Designation Number: HP -15 Comments: Not Reported Utm x: 233058.906 Utm_y: 4374535 Loc _source: Carte View 2/17/2000 Usage: 0, Monitoring Welt (Permitted) D12 SE 1/4 - 1/2 Mile Lower CO WELLS C0WW364530 Site Name: PARACHUTE RANCH Mailing Address: Not Reported GRAND VALLY, CO 0 Telephone: Not Reported Water Division: 5 County Code: 23 Receipt: 9113671 Permil Number. 17375 Suffix Code: Not Reported Replacement Code: Nol Reported Parcel: 0 Application Dale: Not Reported Application Status! Not Reported Permit Status: Not Reported Permit Stat Dale: Not Reported Last Action Updated: Not Reported Last Action Date: Not Reported Permit, Denial (AD) or Monitoring Hale Issued: Not Reported Construction/Test report Received by DWR: Not Roported Well Proposed Yield (Gal/Min): A Well Proposed Depth (Feet): 0 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type Not reported Well Type: Exempt First Beneficial USE Dale: 07/191963 Date Statement al Use Received: Not Reported Date Amended to Include Animals: Not Reported Permit Expiration Date: Not Reported TC01188418.1r Page A-21 • • GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Abandonment Report Received: Plugged an Abandoned Date: Annual Appropriation in Acre Feet: Depth 10 Top a1 t sI Perforated Casing: Depth la Base of Last Perforated Casing: Water Court Case Number: Yield in Gallons Per Minute: Total Depth of Well: Depth to Static Water Level: Ground Surface Elevation: Acres irrigated: Totaling Flow Meter Regd., Installed: Cross Reference to Another Well or Record: Notice at Well Completion Recvd. for Non -crib Aquifer. Notice of Beneficial Use Recvd, for Non -trio Aquifer: Well ID Number: Well Conslrucbon Completed Date: Pump Insiaflalion Completed Date: Geophysical is Required and Received: Contractor's License: Pump Installer's License: Pump Installation Report to DWR: Statute Which Permit Issued Under Las! Stalf Member to Update File: Water District: Groundwater Basin Numb: 00 Principal Meridian: S Range: 0960W Section: 34 114 1/4: SW J Aquifer. GW Sub Division: Not Reported Block Number Not Reported Approval Engineer: Nal Reported Comments: Not Reported U1m_x: 233279.625 Ulm_y: .1374683.5 Usage: Domestic Nal Reported NalReparted 0 0000 0000 Not Reported 6 64 51 0 0 N Not Reported Not Reported Not Reported 00000 Nol Reported Not Reported No Not Reported Not Reported Not Reported Not Reported Nal Reported 39 Basin Mgmt Dist Numb: Dist from Section Line: Township: 1/4 Section: 1/4 1:4 1/4: 2nd Aquifer. Lot Number: Filing Number. Designation Number: Loc_source: 00 00 060S NW Not Reported Not Reported Not Repartee Not Reported Not Reported CaneView 2/17/2000 D13 SE 1/4 - 1/2 Mile Lower Site Name: Mailing Address: Telephone: Water Division Receipt: Suitor Code: Parcel: Application Date: Application Status: Permit Status: Permit Stal Dale: CO WELLS COWWO16921 UNOCAL CORP % SIMON HYDRO SEARCH 350 INDIANA ST if 300 GOLDEN, CO 80401 Nol Reported 5 County Code: 23 0019018A Peanut Number. 19018 MH Replacement Code: Not Reported 0 04/29/1992 Monitoring hole notice of construction. File number and date entered in permil number and permit date fields Not Reported Not Reported Last Action Updated: Record change. A portion of the file was modified Last Acllon Dale: I t/24/1992 Permit, Denial (AD) or Monitoring Hole Issued: Construction/Test report Received by DWR: Well Proposed Yield (Gal/Min): 04/29/1992 Nol Reported 0 TC01188418.1r Page A•22 GEOCHECK`-PHYSICAL SETTING SOURCE MAP FINDINGS Well Proposed Depth (Feed: 0 Proposed Annual Appropnauon (Acre Feet): 0 Well Application Type Not reported Well Type: Non-exempt First Elenelicial Use Date: Nol Reported Dale Statement of Use Received: Nol Reported Dale Amended to Include Animals: Not Reported Permit Expiralion Dale: Not Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Nol Reported Annual Appropriation in Acre Feel: 0 Depth to Top of 1st Pertorated Casing: 0000 Depth to Base of Last Perforated Casing: 0000 Water Court Case Number: Not Reported Yield In Gallons Per Minute: 0 Total Depth of Well. 0 Depth to Static Water Level: 0 Ground Surface Elevation: 0 Acres lrngated: 0 Totaling Flow Meter Regd., installed: N Cross Reference to Another Well or Record: 1£6699 Notice 01 Well Completion Recvd. for Non -[rib Aquifer Nol Reported Notice of Beneficial Use Recvd. for Non-lrib Aquiler. Not Reported Well ID Number. 00000 Well Constriction Completed Dale: Not Reported Pump Installation Completed Dale: Not Reported Goophystcal is Required and Received: No Contractor's License: LIC Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under: Not Reported Last Staff Member to Update File: RAB Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Une: 0 0 Range: 0960W Township: 060S Section: 34 1/4 Section: NW 1/4 114: SW 1,4 1/4 1/4: Not Reported Aquifer: GW 2nd Aquifer: Not Reported Sub Division: Not Reported Lot Number: Not Reported Block Number: Not Reported Filing Number Not Reported Approval Engineer. Noi Reported Designation Number: Not Reported Comments: SEE X REF 166690 - 166701 Utm x: 233279,625 Ulm y: 4374683.5 Lac_source: CarteView 2/17/2000 Usage: (] C14 SE 1/2 • 1 Mile Lower CO WELLS CQWW139377 Site Name: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Wafer Division: 5 County Code: 23 Receipt: 03434690 Permit Number: 166691 Suffix Code: Nol Reported Replacement Code: Not Reported Parcel: 0 Application Dale: 09102/1992 TC01188418.1 r Page A-23 L GEOCHECK" PHYSICAL SETTING SOURCE MAP FINDINGS Application Status: Well permit Issued Permit Status: Not Reported Permit Sint Dale Not Reported Last Action Updated: Well permit issued Last Action Date: 100811992 Permit, Dental (AD) or Monitoring Hole Issued: 1D/08/1992 Construction/Test report Received by DWR: 09/02/1992 Well Proposed Yield (Gat/Min): 0 Well Proposed Depth (Feel): 35 Proposed Annual Appropriation (Acre Feel): 0 Well Application Type: Not reported Well Type: Not reported First Beneficial Use Date: Not Reported Date Statement al Use Received: Not Reported Dale Amended to include Animals; Not Reported Permit Expiration Date: Nal Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropnation in Acre Feel: 0 Depth to Top of Is] Perforated Casing: 0010 Depth to Base of Last Perforated Casing: 0035 Water Court Case Number Not Reported Yield in Gallons Per Minute: 0 Total Depth of Well: 35 Depth to Static Water Level: 0 Ground Surface Elevation: 5377 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Gross Reference to Another Well or Record: 019018MH Notice of Well Completion Recvd. for Non -crib Aquifer Not Reported Notice of Beneficial Use Recvd. tor Non-Inb Aquifer: Not Reported Well ID Number: 00000 Well Construction Completed Dale: 05/14/1992 Pump Installation Completed Date: Nol Reported Geophysical is Required and Received: No Conlraclor's License: LIC Pump installer's License: Nal Reported Pump installation Report to DWR: Not Reported Statute Which Permit Issued Under. 6023 Last Staff Member to Update File; LMD Water Distncl: 39 Groundwater Basin Numb: 00 Basin Mgml Dist Numb: 00 Principal Meridian: S Dist from Section Line: 2510S 130W Range: 0960W Township; 0605 Section: 34 114 Section: SW 1/4 1,4: NW 1/4 1/4 1/4: Nal Reported Aquifer. GW 2nd Aquiler: Not Reported Sub Division: Not Reported Lot Number. Not Reported Block Number. Not Reported Filing Number: Nol Reported Approval Engineer: FML Designaftan Number: HP -16 Comments: Nal Reported Utm x_ 233111.641 Utm_y: 4374442 Loc_source. CarteView 2/17/2000 Usage: 0, Monitoring Well (Permitted) TC01188418. lr Page A-24 GEOCHECK r'- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Ftvation Database [DR ID Number SE 1/2 - 1 Mite Lower CO WELLS COW W 139378 Site Name: UNOCAL CORP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Water Division: 5 Counly Code: 23 Receipt: 03434690 Permit Number. 166692 Suffix Code: Not Reported Replacement Code: Not Reported Parcel: 0 Applicalion Date: 09/02/1992 Application Status: Welt permit issued Permit Status: Not Reported Permit Stat Dale: Not Reported Last Action Updated: Well perrnil issued Last Action Date: 10/08/1992 Permit, Denial IAD) or Monitoring Hole Issued: 10/08/1992 Construction/Test report Received by DWR: 09/02/1992 Well. Proposed Yield (Gal/Min): 0 Well Proposed Depth IFeet): 55 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type; Not reported Well Type: Not reported First Beneficial Use Date: Not Reported Date Statement 01 Use Received: Not Reported Dale Amended to Include Animals: Nol Reported Permit Expiration Date: Not Reported Abandonment Report Received: Not Reported Plugged an Abandoned Dale: Not Reported Annual Appropriation in Acre Feet 0 Depth to Top of 151 Perforated Casing: 0025 Depth to Base of Last Perforated Casing: 0055 Water Court Case Number. Not Reported Yield in Gallons Per Minute: 0 Total Depth of Well: 55 Depth to Static Water Level: 0 Ground Surface Elevation: 5394 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: 019018MH Notice o1 Well Completion Recvd. for Non-ldb Aquifer. Not Reported Notice 01 Beneficial Use Recvd. tor Non•trib Aquifer: Nol Reported Well ID Number. 00000 Well Construction Completed Date: 05/13/1992 Pump installation Completed Date: Not Reported Geophysical is Required and Received: No Contractor's License: LIC Pump installers License: Nol Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under: 6023 Last Staff Member to Update File: LMD Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dal Numb: 00 Principal Meridian: S Dist from Section Lino: 2730S 620W Range: 0960W Township: 060S Section: 34 1/4 Section: NW 1/4 114: SW 1/4 1/4 114: Not Reported Aquifer: GW 2nd Aquifer Not Reported Sub Division: Not Reported Lot Number: Nol Reported TC01188418.1r Page A-25 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Block Number. Not Reported Filing Number: Nal Reported Approval Engineer FML Designation Number: HP -18 Comments: Nol Reported Ulm x: 233262.484 Ulm_y: 4374505 Lac source: CarleView 2;1712000 Usage: 0. Monitoring Well (Permitted) El6 SE 1/2 - 1 Mile Lower CO WELLS CGWW139376 Site Name: UNOCAL CGRP Mailing Address: 10735 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857600 Water Division: 5 County Code: 23 Receipt: 0343469E Permit Number 166690 Suffix Code: Not Reported Replacement Code: Nat Reported Parcel: 0 Application Date: 09/02/1992 Application Status: Well permit issued Permit Status: Not Reported Permit Slat Date: Nol Reported Last Action Updated: Well permit issued Last Action Date: 10108/1992 Permit, Denial (AD) or Monitoring Hole Issued: 10/08/1992 Constructiarv1est report Received by DWR: 0910211992 Well Proposed Yield (Gal/Min): 0 Well Proposed Depth (Feet): 52 Proposed Annual Appropriation (Acro Feet): 0 Well Application Type: Not reported Well Type: Not reported First Beneficial Use Dale: Nal Reported Dale Statement of Use Received. Not Reported Date Amended to Include Animals: Not Reported Permit Expiration Date: Not Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Nol Reported Annual Appropriation in Acre Feet: 0 Depth to Tap at 1st Perforated Casing: 0027 Depth to Base of Last Perforated Casing: 0052 Water Court Case Number: No1 Reported Yield in Gallons Per Minute: 0 Total Depth of Welt: 52 Depth to Static Water Level: 0 Ground Surface Elevation: 5394 Acres irrigated: 0 Tolaltng Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: 019018MH Notice of Well Completion Recvd. for Non-Inb Aquiter: Nol Reported Notice al Beneficial Use Recvd tor Non -crib Aquifer Not Reported Well ID Number: 00000 Well Construction Completed Dale: 05/15/1992 Pump installation Completed Date: Nol Reported Geophysical is Required and Received: No Contractor's License: LIG Pump Installer's License: Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under. 6023 Last Ste Member to Update File. LMD TC01188418.Ir Page A-26 • • • GEOCHECK.K)- PHYSICAL SETTING SOURCE MAP FINDINGS Water Distnct: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line 2440S 450W Range: 0960W Township: 060S Section: 34 1/4 Section: SW 1/4 1/4: NW 1/4 1/4 1/4. Not Reported Aquifer. GW 2nd Aquifer. Not Reported Sub Division: Not Reported Lot Number Not Reported Block Number: Not Reported Filing Number. Not Reported Approval Engineer FML Designation Number HP -17 Comments: Not Reported Utm_x: 233208.656 Utm_y: 4374418 Loa_source. CarteView 2117/2000 Usage: 0, Monitoring Well (Permitted) F17 ESE 112-1 Mile Higher CO WELLS COWW158304 Site Name: UNION OIL CO OF CALIFORNIA Mailing Address: P 0 BOX 7600 LOS ANGELES, CA 90051 Telephone: Not Reported Water Division: 5 County Code: 23 Receipt: 0372574A Permit Number. 44425 Sutlix Code: F Replacement Code: Nol Reported Parcel: 0 Application Date: 12/22/1994 Application Status: Well permit issued Permit Status: Statement of beneficial use received Permit Slat Dale: 12/07/1995 Last Action Updated: Statement al beneficial use received Last Action Date: 12/08/1995 Permit, Denial (AD) or Monitoring Hole Issued: 12/22/1994 Construction/Test report Received by DWR: Nol Reported Well Proposed Yield (Gal/Min). 0 Welt Proposed Depth (Feel): 0 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type: Nol reported Well Type: Exempt First Benelicial Use Date: Not Reported Dale Statement of Use Received: 12107/1995 Dale Amended to Include Animals: Not Reported Permit Expiration Date: 12/22/1995 Abandonment Report Received Not Reported Plugged an Abandoned Date: Nal Reported Annual Appropriation in Acre Feet: 0 Depth 10 Top of lst Perforated Casing: 0000 Depth to Base of Last Perforated Casing: 0000 Water Court Case Number. W-1611 Yield in Gallons Per Minute: 0 Total Depth of Well: 0 Depth 10 Static Water Level: 0 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: Nol Reported Notice 01 Well Completion Recvd, for Non-lrib Aquifer: Nol Reported Nonce al Beneficial Use Recvd. lor Non-tnb Aquifer Not Reported Well ID Number: 00000 TC01188418.1r Page A-27 • • GEOCHECK"- PHYSICAL SETTING SOURCE MAP FINDINGS Well Construction Completed Dale: Not Reported Pump Installation Cornpteted Date: Not Reported Geophysical is Required and Received: No Contractor's License: LR Pump Installer's License: Not Reported Pump Installation Report to OWF1 Not Reported Statute Which Permit Issued Under. 1372 Last Stall Member to 'Update File: JAC Water District: 38 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 1876N 1454W Range: 0960W Township: 0605 Section: 34 1/4 Section: NW 1/4 114: SE 114 1/4 1/4: Not Reported Aquifer. GW 2nd Aquilor: Not Reported Sub Division: Nol Reported Lot Number. Not Reported Block Number Not Reported Filing Number. Not Reported Approval Engineer. Nol Reported Designation Number Not Reported Comments: Not Reported Utm_x: 233521.484 Utm y: 4374710 5 Loc_source: CarteView 211772000 Usage: Livestock F18 ESE 1/2 1 Mile Higher CO WELLS CQWW022029 Sile Narne: UNOCAL RANCHES Mailing Address: 4289 CNTY RD 215 PARACHUTE, CO 81635 Telephone: 3032857654 Water Division: 5 County Code: 23 Receipt: 0023174 Permit Number. 94264 Suffix Code: VE Replacement Code: Not Reported Parcel: 0 Application Date: 07/1211994 Application Status: Verb& approval granted to well construction contractor Permit Status: Not Reported Permit Stat Date: Not Reported Last Action Updated: Verbal approval granted to well construction contractor Last Action Date: 07/13/1994 Permit, Denial (AD) or Manitonng Hole Issued: 07112/1994 Construction/Test report Received by DWR: Not Reported Well Proposed Yield (Gal/Min). 0 Well Proposed Depth (Feet); 0 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type: Not reported Welt Type: Exempt First Beneficial Use Date: Not Ft eponed Dale Statement of Use Received: Not Reported Date Amended 10 Include Animals: Not Reported Permit Expiration Dale: Not Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of 1s1 Perforated Casing: 0000 Depth to Base of Last Perforated Casing: 0000 Water Court Case Number: Not Reported Yield in Gallons Per Minute: 0 Total Depth of Well: 0 TC01 188418 1 r Page A-28 GEOCHECK Jo- PHYSICAL SETTING SOURCE MAP FINDINGS Depth to Static Water Level: Ground Surface Elevation: Acres Irrigated:: Totaling Flow Meier Regd., Installed: Cross Reference to Another Well or Record: Notice of Well Completion Recvd. for Non -!rib Aquifer. Notice et Beneficial Use Recvd, lar Non-trib Aquifer. Well ID Number: Wetl Construction Completed Date: Pump Installation Completed Dale: Geophysical is Required and Received: Contractors License: Pump Installers License: Pump Installation Report to DWR: Statute Which Permit Issued Under: Last Staff Member to Update File: Water Distnct: Groundwater Basin Numb; 00 Principal Meridian S Range: 0960W Section: 34 1/4 1/4: SE Aquifer: GW Sub Division: Not Reported Block Number, Not Reported Approval Engineer. Not Reported Comments: Not Reported Utm_x: 2333552.578 Utm_y: 4374721 Usage: Domestic, Livestock 0 0 0 N 017376 Nol Reported Not Reported 00000 Not Reported Not Reported No 1095 Not Reported Not Reported Not Reported SMJ 39 Basin Mgml Dist Nurnb: Dist from Section Lune: Township: 1/4 $edlion: 1/4 1/4 1/4: 2nd Aquifer. Lot Number. Filing Number. Designation Number. Loc_ source: 00 1837N 1588W 0605 NW Not Reported Not Reported Not Reported Not Reported Not Reported CarleView 2/17/2000 F19 ESE 1/2-1 Mite Higher Site Name: Malting Address: Telephone: Water Division: Receipt: Suffix Code: Parcel: Application Date: Application Status: Permit Status: Permit Stat Dale: Last Action Updated: Last Action Dale: UNOCAL 4289 COUNTY ROAD 215 PARACHUTE, CO 81635 3032857654 5 0372574 F 0 07/20/1994 Well permit issued Application for permil resubmitted to DWR 12/07/1994 Pump Installation Report received 04/11/1996 County Code: Permit Number. Replacement Code: Permit, Denial IAD) or Monitoring Hole Issued: Construction/Test report Received by DWR: Well Proposed Yield (Gal/Min): Weil Proposed Depth (Feet): Proposed Annual Appropriation (Acre Feet): Weil Application Type: Weil Type: First Beneficial Use Date: Date Statement of Use Received: Date Amended 10 Include Animals: Permit Expiration Date: 12/22/1994 07/28/1994 10 0 15 Nol reported Exempt Not Reported Nol Reported Nol Reported 12+22/1995 CO WELLS COWW158303 23 44425 R TC01188418.1 r Page A-29 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Abandonment Report Received: Not Reported Plugged an Abandoned Date: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of l st Perforated Casing: 0075 Depth 10 Base o1 Last Perforated Casing: 0115 Water Court Case Number. W2206 Yield in Gallons Per Minute: 12 Total Depth of Well: 130 Depth to Static Water Level: 16 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: Y Cross Reference to Another Well or Record: 017376 Notice of Well Completion Recvd. for Non-trib Aquifer: Not Reported Notice of Beneficial Use Recvd. for Non-trib Aquifer. Not Reported Well ID Number. 00000 Well Construction Completed Date: 07/13/1994 Pump Installation Completed Date: 08105/1994 Geophysical is Required and Received: No Contractor's License: 1095 Pump Installers License: 1106 Pump Installation Report to DWR: 04/09/1996 Statute Which Permit Issued Under: 1372 Last Staff Member to Update File: NLH Water District: 38 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 1837N 1588W Range: 0960W Township: 0605 Section: 34 114 Section: NW 1/4 i/4: SE 1/4 1/4 1/4: Not Reported Aquifer: GW 2nd Aquifer: Not Reported Sub Division: Not Reported Lot Number: Not Reported Block Number Not Reported Filing Number: Not Reported Approval Engineer: J02 Designation Number: Not Reported Comments: REPL FOR STOCK AND OTHER USES AS DECREED tN W-1611, W-2206, 94VE264 Utm_x: 233562.578 Utm_y: 4374721 Loo_source: CarteView 2/17/2000 Usage: Livestock 20 SE 1/2 - 1 Mile Lower CO WELLS COWW016922 Site Name: UNOCAL CORP % StMON HYDRO SEARCH Mailing Address: 350 INDIANA ST 4 300 GOLDEN, CO 80401 Telephone: Not Reported Water Division: 5 County Code: 23 Receipt: 00190188 Permit Number. 19018 Suffix Code: MH Replacement Code: Not Reported Parcel: 0 Application Date: 04/29/1992 Application Status: Monitoring hole notice of construction. File number and date entered in permit number and permit date fields Permit Status: Not Reported Permit Stat Date: Not Reported Last Action Updated: Monitoring hole notice of construction. File number and date entered in permit number and permit date fields Last Action Date: 05/01/1992 Permit, Denial (AD) or Monitoring Hole Issued: 04/29/1992 Construction/Test report Received by'DWR: Not Reported Well Proposed Yield (Gal/Min): 0 TC01188418.1r PageA-30 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS L Well Proposed Depth (Feet): Proposed Annual Appropriation (Acre Feet): Well Application Type: Well Type: First Beneficial Use Date: Date Statement of Use Received: Date Amended to Include Animals: Permit Expiration Date: Abandonment Report Received: Plugged an Abandoned Date: Annual Appropnalion in Acre Feet: Depth to Top of 1st Perforated Casing: Depth to Base of Last Perforated Casing: Water Court Case Number. Yield in Gallons Per Minute: Total Depth 01 Well: Depth to Static Water Level: Ground Surface Elevation: Acres Irrigated: Totaling Flow Meter Regd., Installed: Cross Reference to Another Well or Record: Notice of Well Completion Recvd. for Non-trib Aquifer: Notice of Beneficial Use Recvd. for Non-trib Aquifer. Well ID Number. Weil Construction Completed Date: Pump Installation Completed Date: Geophysical is Required and Received: Contractor's License: Pump Installer's License: Pump Installation Report to DWR: Statute Which Permit Issued Under. Last Staff Member to Update File: Water District: Groundwater Basin Numb: 00 Principal Meridian: S Range: 0960W Section: 34 1/4 1/4: NW Aquifer: GW Sub Division: Not Reported Block Number: Not Reported Approval Engineer, Not Reported Comments: Not Reported Utm_x: 233269.922 Utm_y: 4374279 Usage: Q 0 0 Not reporled Non-exempt Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0000 0000 Not Reported 0 0 0 0 0 N Not Reported Not Reported Not Reported 00000 Not Reported Not Reported No LIC Not Reported Not Reported Not Reported Not Reported 39 Basin Mgmt Dist Numb: Dist from Section Line: Township: 1/4 Section: 1/4 1/4 114: 2nd Aquifer. Lot Number Filing Number. Designation Number: Loc_source:. 00 00 0605 SW Not Reported Not Reported Not Reported Not Reported Not Reported CarleView 2/17/2000 21 ESE 112 - 1 Mile Higher Site Name: Mailing Address: Telephone: Water Division: Receipt: Suffix Code: Parcel: Application Date: PARACHUTE RANCH Not Reported GRAND VALLY, CO 0 Not Reported 5 9113672 Not Reported 0 Not Reported County Code: Permit Number: Replacement Code: CO WELLS COWW364531 23 17376 Not Reported TC01188418.1r Page A-31 • GEO►CHECK` - PHYSICAL SETTING SOURCE MAP FINDINGS Application Status: Permit Status: Permit Slat Date: Canceled well permit. Code and dale also entered in status and dale fields Canceled well permit. Code and date also entered in status and dale fields 12'2211994 Last Action Updated: Canceled well permit. Code and date also entered in status and date fields Last Action Date: 12/23/1994 Permit, Denial (AD) or Monitoring Hole Issued: Not Reported Construction/Test report Received by DWR: Not Reported Well Proposed Yield (Gai/Min): 0 Welt Proposed Depth (Feet): 0 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type: Not reported Well Type: Exempt First Beneficial Use Dale: 07/15/1963 Date Statement of Use Received: Not Reported' Date Amended to Include Animals: Not Reported Permit Expiration Dare: Nol Reported Abandonment Report Received: Not Reported Plugged an Abandoned Date: Nol Reported Annual Appropnation in Acre Feet: 0 Depth to Top of 1st Perforated Casing: 0000 Depth to Base of Last Perforated Casing: 0000 Wafer Court Case Number. Not Reported Yield in Gallons Per Minute: 20 Total Depth of Well: 86 Depth to Static Water Level: 73 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: 044425F Notice of Well Completion Recvd. for ?eon -iib Aquifer. Not Reported Notice or Beneficial Use Recvd. tor Non-tnb Aquifer: Nol Reported Well ID Number. 00000 Well Construction Completed Date: Not Reported Pump Installation Completed Date: Nol Reported Geophysical is Required and Received: No Contractor's License: Not Reported Pump Installer's License: Nol Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under: Nol Reported Last Staff Member to Update File: SMJ Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 0 0 Range: 0960W Township: 060S Section: 34 1/4 Section: NW 1/4 114: SE 1/4 114 1/4: Nal Reported Aquifer GW 2nd Aquifer: Not Reported Sub Division: Not Reported Lot Number. Not Reported Block Number Not Reported Filing Number. Not RepOrled Approval Engineer. Not Reported Designation Number: Nol Reported Comments: Not Reported Utm x: 233683.188 Ulrrt..y: 4374671 Loc_source: CarleView 2/ t 712000 Usage: Livestock TC01188419l r Page A-32 • GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Pievation Database EDR ID Nurnber SSE CO WELLS C0WW000367 1/2 - 1 Mile Lower Site Name: OCCIDENTAL OIL Mailing Address: Not Reported GRAND JUNC. CO 81501 Telephone: Not Reported Water Division: 5 County Code 23 Receipt: 0000697D Permit Number. 0 Suffix Code: Nol Reported Replacement Code: Not Reported Parcel: 0 Application Dale: 06/17/1975 Application Slatus: Test well. Replaced by monitoring hole nolice in 1988 Permit Status: Not Reported Permit Stat Dale: Not Reported Last Action Updated: Not Reported Last Action Date: Not Reported Permit- Denial (AD) or Monitoring Hole Issued: Not Reported Construction/Test report Received by DWR: Not Reported Well Proposed Yield (Gal/Min): 0 Well Proposed Depth (Feet): 0 Proposed Annual Appropriation (Acre Feet): 0 Well Application Type: Not reported Well Type: Non-exempt First Beneficial Use Dale: Not Reported Dale Statement of Use Received: Nol Reported Dale Amended to include Animals: Not Reported Permit. Expiration Date: Not Roporled Abandonment Report Received: Not Reported Plugged an Abandoned Date: Nol Reported Annual Appropriation in Acre Feet: 0 Depth to Top of tst Perforated Casing: 0000 Depth to Base of Last Perforated Casing: 0000 Water Court. Case Number. Not Reported Yield in Gallons Per Minute: 0 Total Depth 01 Well: 0 Depth to Static Water Level: 0 Ground Surface Elevation, 0 Acres Irrigated: 0 Totaling Flow Meter Regd., Installed: N Cross Reference to Another Well or Record: Not Repined Notice el Well Completion Recvd. for Non-lrib Aquifer: Nor Reported Notice oI Beneficial Use Recvd. for Non-Irib Aquifer: Not Reported Well ID Number: 00000 Well Construction Compteled Date: Not Reported Pump Installation Completed Dale: Not Reported Geophysical is Required and Received: No Contractor's License: SEL Pump Instailers License: Not Reported Pump Installation Report to DWR: Not Reported Stalule Which Pernlit Issued Lender: Not Reported Last Stall Member to Update File: Nol Reported Water District: 39 Groundwater Basin Numb: 00 Basin Mgmt Dist Numb: 00 Principal Meridian: S Dist from Section Line: 0 0 Range: 0960WTownship: 060S Section: 33 1/4 Section: SE 1/4 114: SE 114 1/4 1/4: Not Reported Aquifer. GW 2nd Aquifer. Not Reported Sub Division: Not Reported Lot Number: Not Reported TC01188418 Sr Page A-33 GEOCHECK k - PHYSICAL SETTING SOURCE MAP FINDINGS Block Number Not Reported Filing Number Nol Reported Approval Engineer Not Reported Designation Number: Not Reported Comments: Not Repotted Ulm_x: 232858.922 Utm_y: 4373686 Loc source: CarteView 2117/2000 Usage: 0 23 NW 1/2 - 1 Mile Higher CO WELLS COWW163647 Site Name: PUCKETT LAND CO Mailing Address: 5460 S QUEBEC ST STE 250 GRNWD VILLAGE, CO 80111 - 1917 Telephone- 3037731094 Water Division: 5 County Code: 23 Receipt: 0380479 Permit Number. 185334 Suffix Code: Not Reported Replacement Code: Not Reported Parcel: 0 Application Date: 01/27/1995 Application Status: Well permit issued Permit Status: Not Reported Permit Stat Date: Not Reported Last Action Updated: Well construction report received Last Action Date: 11/20/1995 Permit, Denial (AD) or Monitoring Hole Issued: 03/10/1995 Construction/Test report Received by DWR: 11/08/1995 Well Proposed Yield (Gal/Min): 15 Well Proposed Depth (Feet): 200 Proposed Annual Appropraalion (Acre Feet): 1.29999995 Well Application Type: Not reported Well Type: Exempt First Beneficial Use Date: Nol Reported Date Statement of Use Received: Not Reported Date Amended to Include Animals: Not Reported Permit Expiration Date: 03/10/1997 Abandonment Report Received: Not Reported Plugged an Abandoned Dale: Not Reported Annual Appropriation in Acre Feet: 0 Depth to Top of 1st Perforated Casing: 0080 Depth to Base of Last Perforated Casing: 0120 Water Court Case Number Not Reported Yield in Gallons Per Minute: 10 Total Depth at Well: 120 Depth to Static Water Level: 25 Ground Surface Elevation: 0 Acres Irrigated: 0 Totaling Flow Meter Regi, Installed: N Cross Reference la Another Well or Record: Not Reported Notice of Welt Completion Recvd. for Non-trib Aquifer: Not Reported Notice of Beneficial Use Recvd. for Non -lob Aquifer: Not Reported Well ID Number. 00000 Well Construction Completed Date: 10/04/1995 Pump Installation Completed Date: Nol Reported Geophysical is Required and Received: No Contractors License: 834 Pump Installer's License- Not Reported Pump Installation Report to DWR: Not Reported Statute Which Permit Issued Under: 6023 Last Staff Member to Update Fite NLH TC01188418.1 r Page A-34 GEOCHECK ' - PHYSICAL SETTING SOURCE MAP FINDINGS Water District: Groundwater Basin Numb: Principal Meridian: Range: Section_ 1/4 1/4: Aquifer. Sub Division: Block Number. Approval Engineer Comments: Utrn x: Utm _y: Usage: 39 00 Basin Mgmt Dist Numb: 00 5 Dist from Section Line: 2300S 4950E OJOOW Township: 0605 28 1/4 Section: SW NW 1/4 1/4 1/4: Not Reported GW 2nd Aquifer. Nat Reported Lot Number Not Reported Not Reported Not Reported Filing Number Not Reported JD2 Designation Number PUCKETT LVSTK 1 STOCK WELL, ONLY WELL ON 37.7 AC (40 AC LESS HWY ROW OF 2.3 AC) 231601.688 4376043 Loc_source: CarleView 2)17/2000 Livestock, Permit issued under presumption (3) (b) (II) (A) for domesticllivestock uses as the only well on 35 acres 24 NW 1t2 - 1 Mile Higher Site Name: Mailing Address: Telephone: Water Division: Receipt: Suffix Code: Parcel: Applicalion Date: Application Status: Permit Status: Permit Stat. Date: Last Action Updated: ATLANTIC RICHFIELD CO 555 17TH STREET DENVER, CO 80202 Not Reported 5 0290381 Not Reporled 0 07/25/1988 Well permit issued Not Reporled Not Reported Well construction report received Last Action Date: 08/08/1989 Permit. Dental (AD) or Monitoring Hole Issued: ConstruclionTest report Received by DWR: Weil Proposed Yield (GallMrn): Well Proposed Depth (Feet): Proposed Annual, Appropriation (Acre Feet): Well Application Type: Well Type: First Beneficial Use Date: Date Statement of Use Received: Date Amended to Include Animals: Permit Expiration Date: Abandonment Report Received: Plugged an Abandoned Dale: Annual Appropnation in Acre Feet Depth to Top o1 1st Perlorated Casing: Depth to Base of Last Perforated Casing: Water Court Case Number: Yield in Gallons Per Minule: rola! Depth of Well: Depth to Static Waler Level: Ground Surface Elevation: Acres Irrigated: Totaling Flow Meter Regd., Installed: Cross Reference to Another Well or Record: Notice of Well Completion Recvd for Non-1nb Aquifer, • County Code: Pormil Number. Replacement Code- 08102/1988 ode: 0810211988 08107/1989 0 0 0 Not reported Not reported Not Reported Nol Reported Not Reported Not Reported Nol Reported Not Reported 0 0040 0060 Not Reported 10 60 20 0 0 N Not Reported Nol Reported CO WELLS COWW112075 23 151879 Not Reported TC01188418 tr Page A-35 1 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS Nonce of Beneficial Use Recvd. for Non-tnb Aquifer. Well ID Number: Well Construction Completed Date: Pump Installation Completed Date: Geophysical is Required and Received: Contractor's License: Pump Installer's License: Pump Installation Report to DWR: Statute Which Permit Issued Under: Last Stall Member to Update Fite: Water District' Groundwater Basin Numb: 00 Principal Meridian: 5 Range: 0960W Section: 29 1)4 1)4: NE Aquifer: GW Sub Division: Not Reported Block Number Not Reported Approval Engineer: Not Reported Comments: Not Reported Ulm x: 231396.219 Utm_y: 4376110 Usage: Household Use Only Not Reported 00000 08)15t 1989 Not Reported No 1016 Not Reported Not Reported Not Reported Not Reported 39 Basin Mgmt Dist Numb: DRsi Irom Section Line: Township: 1/4 Section: 1/4 1/4 1/4: 2nd Aquifer: Lol Number. Filing Number: Designation Number: Loc_source: 00 25005 2130E 060S SE Not Reported Not Reported Not Reported Not Reported Not Reported CarteView 2/17/2000 TC01188418.1 r Page A-36 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS L Direction Distance Database EDR ID Number _ NW 1!2 - 1 Mile OIL GAS C00G052887 Link ID: 04507697 API: 05-045-07697 Operator: BARRETT RESOURCES CORP Well Name: GM 312-28 PUCKETT Status: LO XX Internet App: 04507897&TYPE=WELL Well t0: 259207 Facility type: WELL Well Stalus: Producing Op. Number 6495 Well Number. GM 312-28 Well Name: PUCKETT Field code: 31290 Dist from NYS: 2641 NIS Section: N Dist from EJW: 264 EYW Section: W Qtrglr: SWNW Section it: 28 Township: 6S Range: 96W Meridian: 6 Latttude: 39 495314 Longitude: -108 121528 Ground etev: 5485 Utm x: 231563 Ulm_y: 4376188 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07697 API County: 045 NW 1/2 - 1 Mile OIL GAS CO0G056647 Link ID: 04507449 API: 05-045-07449 Operator: BARRETT RESOURCES CORP Well Name: GM/3.28 PUCKETT Status: LO_XX Internet App 04507449&TYPE=WELL Welt ID: 256386 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: GM13.28 Well Name: PUCKETT Field code: 31290 Dist from NIS: 2034 NIS Suction: 5 Dist from E/W: 402 E/W Section: W Qtrgtr: NWSW Section s: 28 Township: 6S Range: 96W Meridian: 6 Latitude: 39.-193286 Longitude: -108.120996 Ground elev. 5.447 tJim x: 231601 Ulm _y: 4375962 Ftetd_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07449 API Caunly: 045 NW 1/2 - 1 Mile • OIL GAS CO0G023325 TC01188418.1r Page A-37 GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04506553 API: 05-045-06553 Operator: BARRETT RESOURCES CORP Well Name: MV -31-28 ARCO Status: LO_XX Internet App: 04506553&TYPE=WELL Well ID: 210795 Factlity type: WELL Well Status: Producing Op. Number: 6495 Well Number: MV -31-28 Well Name: ARCO Field code: 31290 Dts1 tom N/S: 1821 NS Section: S Dist tram EJW: 1975 ENV Section: W Olrqtr: NESW Section #: 28 Township: 6S Range. 96W Meridian. 6 Latitude: 39.49272 Longitude: -108.115412 Ground elev: 5467 Lltmx: 232080 Utrn_y: 4375883 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Sect Num 06553 API County: 045 NW 114 - 1/2 Mile OIL_GAS C000055203 Link ID: 04507698 API: 05-045-07698 Operator: BARRETT RESOURCES CORP Well Name: GM 323-28 UNOCAL Status: LO„ XX Internet App: 045076988TYPE=WELL Well ID: 259208 Facility type: WELL Weil Status: Pr oduci ng Op. Number 6495 Well Number. GM 323-28 Well Name: UNOCAL Field code: 31290 Dist from WS: 1528 NPS Section: S Dist Irom ENV: 2317 ENV Section: W Otrotr: NESW Section #: 28 Township: 68 Range: 96W Meridian: 6 Latitude: 39.49192 Longitude: -108.114184 Ground eiev: 5473 Utrnx: 232182 Ulm_ y: 4375790 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07698 API County: 045 ENE 1/2 - 1 Mile OIL _GAS COOG0556513 TC01188418.1r Page A-38 • GEOCHECK M - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507592 API: 05.045.07592 Operator: BARRETT RESOURCES CORP Well Name: GM 24-27 MOBIL Status: LO_.XX Internet App: Well ID: 257701 Facility type: Well Status: Producing Op. Number 6495 Well Number: GM 24-27 Well Name: MOBIL Field code: 31290 Dist from NIS: 1144 NIS Section: 5 Dist Irom Er*: 2541 EIW Section: W Otrgtr SESW Section 11: 27 Township: 65 Range:: 96W Meridian: 6 Latitude: 39.490916 Longitude: -108.094461 Ground elev: 5598 Utmx: 233874 Utm_y: 4375620 Field _name: GRAND VALLEY Name: BARRETT RESOURCES CORP 0t507592&TYPE=WELL WELL API Seq Num: 07592 API County: 045 WNW 1/2 - 1 Mile OIL GAS CO00056216 Link ID: 04507601 API: 05-045-07601 Operator'. BARRETT RESOURCES CORP Well Name: GM 44-29 UNOCAL Status: LO_XX Internet App; 045076018TYPE=WELL Well ID: 257835 Facility type: WELL Well Status: Pon'nit location, no information reported yet. Op. Number: 6495 Well Number. GM 44-29 Well Name: UNOCAL Field code: 31290 Dist Irom N15: 1078 NIS Section: S Dist Irom EW: 255 EIWi Section: E Otrgtr. SESE Section tI: 29 Township: 6S Range: 96W Meridian: 6 Latitude: 39.490654 Longitude: -108.123266 Ground elev: 5461 Utm ,x: 231396 Utm _y: 4375676 Fiold_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07601 API County: 045 NW 1/2 - 1 Mile OIL GAS C00G054683 TC01188418. l r Page A-39 GEOCHECK` - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIUGAS WELL INFORMATION: Link ID: 04507626 API- 05-045.07626 Operator: BARRETT RESOURCES CORP Welt Name: GM 24-28 UNOCAL Status: LO_XX Internet App: 045076268. YPE=WELL Well ID: 258215 Facility type: WELL Well Status: Permit location, no information repelled yet. Op. Number: 5495 Well Number. GM 24-28 Well Name: UNOCAL Field code: 31290 Dist Irom NIS: 1027 MS Section: S Dist Irom E/W: 1693 E/W Section: W Qlrgtr: SESW Section it: 28 Township: SS Range: 96W Meridian: 6 Lafiludo: 39.490538 Longitude: -108.116364 Ground elev: 5433 Utm_x: 231989 Utm_y: 4375643 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07626 API County: 045 WNW 112 -1 Mile OIL GAS COOG023892 Link ID: 04506839 API: 05-045-06839 Operator: BARRETT RESOURCES CORP Well Name: GR 14-28 UNOCAL Status: LO_XX Inlernei. App: 045068393TYPE=WELL Well ID: 211081 Facility type: WELL Was Stalus: Producing Op. Number. 6495 Well Number: GR 14-28 Well Name: UNOCAL Field code: 31290 Dist from NIS- 600 N/S Seclion: S Dist from EJW: 400 E/W Section: W Otrgtr: SWSW Section 11: 28 Township: 6S Range: 96W Meridian: 6 Latilude: 39,489352 Longitude: -108.120918 Ground elev: 5465 Utm_x: 231593 Ulm_y: 4375525 Field_name. GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06839 API County: 045 NNW 1$-114Mile OIL_GAS COOG023244 TC01188418.1r Page A-40 GEOCHECK " - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04506601 API: 05.045-0660/ Operator: BARRETT RESOURCES CORP Well Name: GV 26-28 UNION Status: 10XX InIernet App: 045066018,TYPE=WELL Well ID: 210843 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: GV 26-28 Well Name: UNION Field code: 31290 Dist from N/S: 495 NES Section: 5 Oisl from ENV: 1790 EW Section: E Cltrgtr. SWSE Section II: 28 Townstlip:. 6S Range: 96W Meridian: 6 Latilude: 39,4891 Longilude: -108.109778 Ground elev: 5424 Utm_x: 232550 UIrn_y: 4375464 Field_narne: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06601 API County: 045 West 1/2 - 7 Mile OIL_GAS COOG057868 Link ID 04507980 API: 05-045-07980 Operator: WILLIAMS PRODUCTION RMT CO Welt Name: GM 204-29 UNOCAL Status: LO _XX Internet App: 045079808,TYPE=WELL Well ID: 261785 Facility type: WELL Well Slat US: Permit location, no information reported yet. Op. Number: 96850 Well Number: GM 204-29 Wei Name: UNOCAL Field code: 31290 Dist from Nis: 329 N/S Section: S Dist from EW: 776 EW Section: E Qtrgtr: SESE Section #: 29 Township: 6S Range: 96W Meridian: 6 Latitude: 39.48859 Longitude: -108.125066 Ground elev: 5537 Utm_x: 231233 Utmy: 4375452 Feld -name: GRAND VALLEY Name: WILLIAMS PRODUCTION RMT CO API Seq Num: 07980 API County' 045 WNW 711- 1 Anile OWGAS COOG000040 TC01188418. it Page A-41 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILGAS WELL INFORMATION: Link ID: 04507399 API• 05.045407399 Operator: BARRETT RESOURCES CORP Well Name: GM 205-28 UNOCAL Slatus: LO_XX Internet App: 04507399&TYPE=WELL Well I0: 89069 FaciIily type: WELL Well Slatus: Producing Op. Number-. 6495 Wetl Number: GM 205-28 Well Name: UNOCAL Field code: 31290 Dist from NWS: 210 NIS Section: S Dist from EIW: 990 EJW Section: W Otrgtr. SWSW Section it: 28 Township: 6S Range: 96W Meridian: 6 Latitude: 39.488289 Longitude: -108.118806 Ground elev. 0 Utm_x: 231770 Utm_y: 4375400 Field, name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07399 API County: 045 ENE 1/4 - 1/2 Mile OIL GAS COOG058016 Link 1D: 04507719 API: 05-045-07719 Operator: BARRETT RESOURCES CORP Well Name: GM 209-27 UNOCAL Stalus: LO _XX Internet App: 04507719&TYPE=WELL Well ID: 259371 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number. 6495 Well Number GM 209-27 Well Name: UNOCAL Field code: 31290 Dist from N/S: 158 N/S Section: S Dist from E/W: 1084 EW Section: W Otrgtr. SWSW Section p: 27 Township: 65 Range: 96W Meridian 6 Latitude: 39.488202 Longitude: -108.09959 Ground etev: 5615 Ulm x: 233423 Utm_y: 4375334 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07719 API County: 045 ENE 114 - 1/2 Mile OIL GAS COOG058051 TC01188418.1r Page A-42 GEOCHECK v - PHYSICAL SETTING SOURCE MAP FINDINGS STATE DIUGAS WELL INFORMATION: Link ID: 04507713 API: 05-045-07713 Operator: BARRETT RESOURCES CORP Well Name: GM 14-27 UNOCAL Status: LO_XX Internet App: 04507713&TYPE=WELL Well ID: 259331 Facility type: WELL Well Status' Permit location, no information reported yet. Op. Number: 6495 Well Number: GM 14-27 Well Name: UNOCAL Field code- 31290 Dist from NIS: 158 WS Sectton: 5 Dist Irom ENV: 1120 ErW Section: W CItrqtr SWSW Section tr: 27 Township: 65 Range: 96W Meridian: 6 Latitude: 39.488202 Longitude: -108.099463 Ground elev: 5614 Utm_x: 233434 Ulm_y: 4-375333 Field_narne: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Nurn: 07713 API. County: 045 East 1/2 - 1 Mile OIL_GAS C000057810 Link ID: 04507756 API: 05-045-07756 Operator: BARRETT RESOURCES CORP Well Name: GM 31-34 MOBIL/EXXON CO. U.S.A. Status: LO _XX Internet App: 045077568TYPE=WELL Well ID: 259586 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Nurnber: GM 31-34 Well Name: MOBIL/EXXON CO. U.S.A. Field code: 31290 Dist from NIS: 263 NIS Section: N Dist Irom EJW: 2511 EiW Section: E Otrqtr NWNE Section 4: 34 Township: 65 Range: 96W Meridian: 6 Latitude: 39.487057 Longilude: -108.093497 Ground elev: 5513 Utm_x: 233942 Utm_y: 4375188 Fielitname: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07756 API County. 045 East 1/4 - 1/2 Mile OIL_GAS COOG052780 M01188418.1r Page A-43 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507419 API: 05-045-07419 Operator: BARRETT RESOURCES CORP Well Name: GM 11-34 UNOCAL Status: LO_XX Internet App: 04507419&TYPE=WELL Well ID: 257640 Facility type: WELL Well Status: Producing Op. Number. 6495 Well Number GM 11-34 Well Name: UNOCAL Field code: 31290 Dist from NIS: 307 NIS Section: N Dist from E/W: 1150 ENV Section: W Qtrgtr: NWNW Section #: 34 Township: 6S Range: 96W Meridian: 6 Latitude: 39.486926 Longitude: -108.099339 Ground elev: 5570 Utm x: 233439 Utm_y: 4375191 Fietd_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07419 API County: 045 West 1/2 - 1 Mile OIL GAS COOG027122 Link ID: 04507105 API: 05-045-07105 Operator. BARRETT RESOURCES CORP Well Name: GM 11-33 UNOCAL Status: LO_XX Internet App: 04507105&TYPE=WELL Well ID: 211345 Facility type: WELL Well Status: Producing Op. Number. 6495 Well Number: GM 11-33 Well Name: UNOCAL Field code: 31290 Dist from N/S: 447 NIS Section: N Dist from E/W: 595 ENV Section: W Qtrgtr. NWNW Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39,486482 Longitude: -108.120149 Ground elev: 5440 Utm_x: 231648 Utm_y: 4375204 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07105 API County: 045 West 1/4 - 1/2 Mile OIL GAS C003000132 TC01188418.1r Page A-44 • GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507339 API: 05-045-07339 Operator; BARRETT RESOURCES CORP Well Name: GM 215-33 UNOCAL Status: LO _XX Inlemet App: 045073398TYPE=WELL Well ID: 211578 Factlity type: WELL Well Status: Permit location. no information reported yet. Op. Number. 6495 Weil Number. GM 215-33 Well Name: UNOCAL Field code: 31290 nisi from N/S: 579 N/S Section: N Dm' from EJW: 2193 EIW Section: W Cltrglr NENW Section #: 33 Township; 6S Range: 96W Meridian. 6 Latitude: 39.486138 Longitude: -108.114477 Ground elev: 5406 Ulm x: 232134 Ulm_y: 4375149 Field name: GRANO VALLEY Name: BARRETT RESOURCES CORP API See Num: 07339 API County: 045 East 1/8 - 1/4 Mile OIL GAS C006028233 Link ID: 04506809 API: 05-045-06809 Operalor: BARRETT RESOURCES CORP Well Name: MV 41-33 UNOCAL Status: LO_XX Inlernet App: 045068098TYPE=WELL Well ID: 211051 Facility type: WELL Well Slalus: Producing Op. Number: 6495 Well Number. MV 41-33 Wetl Name: UNOCAL Field cane: 31290 Dist from NIS: 600 NIS Section: N Dist Irom ENV: 600 ENV Section: E Otrgtr; NENE Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.486109 Longitude: -108.105525 Ground elev: 5408 Utm_x: 232905 Utm_y: 4375119 Fleld_.name: GRAND VALLEY Name: BARRETT RESOURCES CORP API See Num: 06809 API County: 045 West 112 - 1 Mile OIL GAS CO00028140 TC01 188418.1 r Page A-45 GEOCHECK'"°- PHYSICAL SETTING SOURCE MAP FINDINGS L STATE 01LiGAS WELL INFORMATION: L+nk ID: 04506808 API: 05.045-06808 Operator: BARRETT RESOURCES CORP Well Name: MV 40-32 UNOCAL Slatus: LO _XX Internet App: 04506808&TYPE=WELL Well ID: 211050 Facility type: WELL Weil Status: Producing Op. Number: 6495 Well Number: MV 40-32 Well Name: UNOCAL Field code: 31290 Dist from NIS: 600 NIS Section. T4 Dist Irom ENV: 600 ENV Section: E Qlrgtr. NENE Section It: 32 Township: 663 Range: 96W Meridian: 6 Latitude: 39.486045 Longitude: 108,124365 Ground okay: 5540 UIm x: 231284 Ulm. y: 4375168 Field,_name: GRANO VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06808 API County: 045 WSW 1/6. 1/4 Mile OIL GAS 0000055937 Link ID: 04507602 API: 05-045-07602 Operator: BARRETT RESOURCES CORP Well Name: GM 31-33 UNOCAL Status: LO_XX Internet App: 04507602&TYPE=WELL Well ID: 257840 Facility type: WELL Well Status: Wailing on completion Op. Number: 6495 Well Number GM 31-33 Well Name: UNOCAL Field code: 31290 Dist from NIS: 704 NIS Section: N Dist from ENV: 2124 EM Section: E Qtrgtr. NWNE Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.485806 Longitude: -108.110917 Ground elev: 5395 Ulm x: 232439 Ulm_ y: 4375101 Field_narne: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07602 API Caunly. 045 West 1/4. 1/2 Mile OIL GAS C00G023856 1CO1188418.1r Page A-46 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID. 04506653 API 05-045-06653 Operator BARRETT RESOURCES CORP Wef Name: GV 16-33A UNION Status: LO_XX Internet App: 045066538TYPE=WELL Well ID: 210895 Facrlily type: WELL Well Status: Producing Op. Number: 6495 Well Number GV 16-33A Well Name: UNION f=ield code: 31290 Disl from NIS: 929 NIS Section; N Dist Irom E,NY: 1478 EAN Section: W Olrgtr: NENW Section 4: 33 Township: 65 Flange: 96W Meridian: 6 Latrtude; 39.48517 Longitude: -108.116975 Ground elev: 5415 Ulm_x: 231916 Ulm y: 4375049 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num. 06653 API County- 045 WSW 114 - 112 Mile OIL GAS COOG020056 Link ID: 04506630 API: 05-045-06630 Operator. BARRETT RESOURCES CORP Well Name. GV 16-33 UNION Status: LO_XX Inlemel App: 04506630&TYPE=WELL Well ID: 210872 Facility type: WELL Well Status: Dry and abandoned Op. Number: 6495 Well Number, GV 16-33 Well Name: UNION Field code: 85251 Dis1 from NIS: 1029 NIS Section: N Disl from EM: 1431 E/W Section: W Olrgtr: NENW Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.484895 Longitude: -108.117131 Ground ahoy. 5415 Utm_x: 231902 Ulm _ y: 4375019 F ield_na m e: UNNAMED Name: BARRETT RESOURCES CORP API Seq Num: 06630 API County: 045 East 1/2 - 1 Mile OIL GAS C000023384 TC01188418.1 r Page A-47 • GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04506571 API. 05-045-06571 Operator. BARRETT RESOURCES CORP Well Name: MV -33-34 MOBIL Status: LO XX Internet App: 045065718TYPE.WELL Well ID: 210813 Facility type: WELL Well Status: Producing Op. Number 6495 Well Number MV -33-34 Well Name: MOBIL Field code: 31290 D151 from N(S: 1109 N/5 Section: N Dist from EPiN: 1970 ENV Section: W airgir NENW Section #: 34 Township: 65 Range: 96W Meridian: 6 Latitude: 39.48473 Longitude: -108096403 Ground elev: 5464 Utm_x: 233684 Utm_y: 4374939 Field_name: GRAND VALLEY Name: RARRETT RESOURCES CORP API Seq Num: 06571 API County: 045 West 1/2 - 1 Mile OIL GAS CO0G054735 Link ID: 04507686 API: 05-045-07666 Operator BARRETT RESOURCES CORP Well Name: GM 214-33 UNOCAL Status: LO_XX Internet App: 045076868aNPE.WELL Well ID: 259118 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number GM 214-33 Well Name: UNOCAL Field code: 31290 Dis1from NtS: /123 N/S Section: N Disl from ENV: 230 EN/ Section: W Olrqtr NWNW Section #: 33 Township: 6S Range: 96W Munchen: 6 Latitude: 39.484623 Longitude: -108.121375 Ground clew 5729 Wm_ x: 231535 Utm_y: 4375001 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07686 API County: 045 West 1/2 • 1 Mile OIL GAS C006055659 TC01188418 lr Page A•48 GEOCHECIC- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILJGAS WELL INFORMATION: Link ID: 04507595 API: 05-045-07595 Operator: BARRETT RESOURCES CORP Well Name: GM -21 1-32 UNOCAL Status: LO_ XX Internet App: 04507595&TYPE=WELL Well ID: 257788 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number. GM -211-32 Well Name: UNOCAL Field code: 31290 Dist from N/S: 1318 N/S Section; N Dist from ENV: 206 EN Section: E Otrcer NENE Section #: 32 Township: ES Range: 96W Meridian: 6 Latitude: 39.484082 Longitude: -108.1229 Ground elev: 5784 Litm_x: 231402 Utm_y: 4374945 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07595 API County: 045 WSW 1/4 - 1/2 Mile OIL_GAS COOG055101 Link ID: 04507499 API: 05-045-07499 Operator. BARRETT RESOURCES CORP Well Name: GM 22-33 UNOCAL Status: LO_XX Internet App: 04507499&TYPE=WELL Well ID: 256818 Facility type: WELL Well Stai US: Producing Op. Number: 6495 Well Number: GM 22-33 Well Name: UNOCAL Field code: 31290 Dist from N/S: 1490 WS Section: N Dist tram ENV: 1983 LW Section: W °Ugh': SENW Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.483637 Longitude: -108.115132 Ground elev: 5425 Utm_x: 232068 Utm_y: 4374873 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Sea Num: 07499 API County: 045 SSE 1/8 - 1/4 Mile OIL GAS CO0G026645 TC01188418.1r Page A-49 GEOCHECK 11- PHYSICAL SETTING SOURCE MAP FINDINGS Li STATE OIL/GAS WELL INFORMATION: Link ID: 04507132 API: 05-045-07132 Operator; BARRETT RESOURCES CORP Well Name: GM 42-33 UNOCAL Status: LO_XX Interne! App: 04507132&TYPE.WELL Well ID: 211372 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: GM 42-33 Well Name: UNOCAL Field code: 31290 Dist from N/S: 1716 N/S Section: N Dist from E/W: 1143 ENV Section: E Otrqtr: SENE Section #: 33 Township: 6S Range: 96W Meridian: 6 La1itude: 39483041 Longitude: -108.107402 Ground elev: 5382 Utm_x: 232731 Utm_y: 4374784 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07132 API County: 045 WSW 1/2 - 1 Mile OIL_GAS COOG028479 Link ID: 04506827 API: 05-045-06827 Operator: BARRETT RESOURCES CORP Well Name: GM 12-33 UNOCAL -FEDERAL Status: LO_XX Interne] App: 045068278,TYPE=WELL Well ID: 211069 Facility type: WELL Well Status: Producing Op. Number. 6495 Well Number: GM 12-33 Welt Name: UNOCAL -FEDERAL Field code: 31290 Dist from N/S: 1954 NIS Section: N Dist from EW: 700 E/VV Section: W 01rqtr: SWNW Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39482349 Longitude: -108.11963 Ground elev: 5685 Utm_x: 231677 _name: Ulm_y: 4374744 FieldGRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06827 API County: 045 ESE 1/2 - 1 Mile OIL GAS COOG055932 TC01188418.1r Page A-50 L_ GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILIGAS WELL INFORMATION: Link ID: 04507500 API 05-045-07500 Operatrer. BARRETT RESOURCES CORP Well Name: GM 22-34 UNOCAL Status: LO_XX Internet App: 04507500&TYPE=WELL Well ID: 256868 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: GM 22-34 Well Name: UNOCAL Field code: 31290 Dist from NIS: 2031 Ni S Section: N Dist from EJW: 2427 EJW Section. W Otrgtr: SENW Section ti: 34 Township: 6S Range: 96W Meridian: 6 Lalitude: 39.482203 Longitude: -108.094748 Ground elev: 5452 Utm x: 233815 Utm_y: 4374653 Field_narne: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seg Num: 07500 API County: 045 SSW 1/4-112 Mile 0/1-_ GAS C00G027746 Link ID: 04507189 API: 05-045-07189 Operator. BARRETT RESOURCES CORP Well Name: GR 1-33R UNOCAL Status: LO_XX Internet App: 04507189&TYPE=WELL Well ID: 211429 Facility Type: WELL Well Status. Producing Op. Number: 6495 Well Number: GR 1-33R Well Name: UNOCAL Field code: 31290 Dist Irom NIS: 2207 NIS Section: N Dist from EIW: 2406 EIV Section: E Otrgtr: SWNE Section #: 33 Township: 65 Range: 96W Meridian: 6 Latllude: 39.481679 Longitude: .108.111855 Ground elev: 5408 Utm x: 232343 Utm_y: 4374646 Field_ name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07189 API County: 045 SSW 174 - 1/2 Mile OIL _GAS COOG025845 f C01 108418.1 r Page A-51 • • GEOCHECK '- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILIGAS WELL INFORMATION: Link ID: 04506978 API. 05-045-06978 Operator: BARRETT RESOURCES CORP Well Name: GR -1-33A UNOCAL Status: LO_XX Internet App: 04506978&TYPE=WELL Well ID: 211219 Facility type: WELL Well Status: Abandoned Location Op. Number: 6495 Well Number: GR -1-33A WeII Name: UNOCAL Field Code: 31290 Dist from NIS: 2207 NIS Section: N Dist from EJW: 2406 E1W Section: E Otrgir: SWNE Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude- 39.481679 Longitude: -10/3.111855 Ground elev: 0 Utm x: 232343 Utm_y: 4374646 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06978 API County: 045 SSW 1/4 - 1/2 Mlle 011 GAS COOG027881 Link ID: 04506805 API. 05-045.06805 Operator: BARRETT RESOURCES CORP Well Name: GR 1-33 SH UNOCALJFEDERAL Status: LO_XX Internet App: 04506805&TYPE=WELL Well ID. 211047 Facility type: WELL Well Status: Plugged and Abandoned Op. Number 6495 Well Number: GR 1-33 SH Well Name: UNOCALIFEDERAL Field code: 31290 Dist from NIS: 2257 NIS Section: N Dist from EIV: 2421 EJW Section: E Olrgtr; SWNE Section a: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.481542 Longitude: -108.111906 Ground elev: 5422 Utm x: 232338 Utm_y: 4374631 Field _name: GRAND VALLEY Name: BARRETT RESOURCES CORP APi Seq Num: 06805 APt County; 045 SW 1/4 - 1/2 Mile OIL GAS C00G052946 TC01188418.1r Page A-52 GEOCHECK 10- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507655 API: 05-045-07655 O,perafor: BARRETT RESOURCES CORP Well Name: GM 220-33 UNOCAL Status: LO_XX Internet App: 045076558TYPE=WELL Well ID: 258778 Facility type. WELL Well Status: Producing Op. Number: 6495 Well Number: GM 220-33 Well Name: UNOCAL Field code: 31290 Dist from NIS; 2305 N/S Section: N Dist Irom ENV: 1897 ENV Section: W Olrgtr. SENW Section #: 33 Township: 65 Range: 96W Meridian: 6 Latitude: 39.4814 Longilude: -108.115357 Ground °lav: 5582 Ulm_x: 232040 Utm_y: 4374625 F,eldrname: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07655 API County 045 ESE 1/2 - 1 Mile OIL_ GAS C006000075 Link ID: 04507398 API: 05-045-07398 Operator: BARRETT RESOURCES CORP Well Name: GM 33-34 AMERICAN SODA LLC Status: LO_XX Internet App: 04507398&TYPE=W€LL Welt ID: 89068 Facility type. WELL Well Status: Producing Op. Number: 6495 Well Number. GM 33-34 Well Name: AMERICAN SODA LLC Field code: 31290 Dist from NIS: 2470 NIS Section: S Disl from ENV: 2198 ENV Section: E Qtrgtr: NWSE Section 11: 34 Township: 6S Range: 96W Meridian: 6 Lalitude: 39.480021 Longitude: -108.092351 Ground oleo: 5377 Utm_x: 234014 Utrn. y: 4374404 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07398 API County: 045 SSW 1/4 - 1/2 Mite • OIL GAS COOG001440 TC01188418.1r Page A-53 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS STATE 01LIGAS WELL INFORMATION: Link ID: 04507900 API: 05-045-07900 Operator: BARRETT RESOURCES CORP Well Name: GM 433-33 UNOCAL Status: LO_XX Internet App: 0450790(]&TYPE-WELL Well ID: 260675 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number. GM 433-33 Well Name: UNOCAL Field code: 31290 Dist from N/S: 2486 NJS Section: S Dist from ENV: 2126 ENV Section: E Qtrgtr: NWSE Section e: 33 Township: 65 Range: 96W Meridian_ 6 Latitude: 39.479981 Longitude: -108.110838 Ground etev: 5469 Utm_x: 232424 Utm_y: 4374454 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07900 API County: 045 SSW 114-1/2 Mile OIL_GAS COOG031032 Link ID: 04507309 API: 05-045-07309 Operator: BARRETT RESOURCES CORP Well Name: GM 222-33 UNOCAL Status: LO_XX Internet App: 045(}7309&TYPE=WELL Well ID: 211549 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number. GM 222-33 Well Name: UNOCAL Field code: 31290 Dist Prom NIS: 2455 N/S Section: 5 Dist from E/W: 2113 E/W Section: E Otrgtr: NWSE Section tt: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.479896 Longitude: -108.110791 Ground elev: 5470 Utm_x: 232428 Utm_y: 4374445 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07309 API County: 045 SSE 114 - 1/2 Mile OIL_GAS COOG000930 TC01188418.1 r Page A-54 • • GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507881 API: 05-045-07881 Operator: BARRETT RESOURCES CORP Well Name: GM 443-33 UNOCAL Status: LO_XX Internet App: 04507881&TYPE=WELL Well ID: 260623 Facility type: WELL Well Status: Permit location. no information reported yet. Op. Number: 6495 Well Number. GM 443-33 Well Name: UNOCAL Field code: 31290 Dist from NiS: 2411 NIS Section: 5 Dist from EMI: 441 EIW Section: E Otrqtr: NESE Section g: 33 Township: 6S Range: 96W Meridian: 6 Latitude. 39.479799 L ongilude: -108.104869 Ground elev: 5371 Ulm x: 232936 Utm_y: 4374416 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07881 API County: 045 SSE 1/4 -1/2 Mile OIL GAS C0t7G026783 Link ID: 04507062 API: 05-045-07062 Operator. BARRETT RESOURCES CORP Well Name: GM 43-33 UN}ON ENERGY MINING DIV. Status: LO XX Internet App: 04507062&TYPE=WELL Well ID: 211303 Facility type: WELL Well Status: Producing Op. Number.. 6495 Wet Number. GM 43-33 Well Name: UNION ENERGY MINING UIV. Field code: 31290 Dist from NdS: 2401 ?WS Section:: S Dist from ENV: 405 EMI' Section: E Otrgtr. NESE Section 0: 33 Township: 65 Range: 96W Meridian: 6 Latitude:: 39.479772 Longitude: -108.104741 Ground elev: 5369 Utm_x: 232948 Utm_y: 4374414 Field_name: GRANO VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07062 API County. 045 SW 1/2 - 1 Mile OIL GAS COOG025918 TC01 18841$.1 r Page A-55 GEOCHECK "'- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OII_IGAS WELL INFORMATION: Link 1D: 04506892 API: 05-045.06892 Operator: BARRETT RESOURCES CORP Well Name: GM 13-33 FEDERAL Status: LO_ XX Internet App: Well ID: 211133 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number GM 13-33 Well Name: FEDERAL Field code: 31290 Dist from NIS: 2251 NIS Section: S Dist from EIW: 1180 ENV Section: W Otrgtr. NWSW Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.479306 Longitude: -108.117822 Ground elev: 5737 Utm_x: 231821 Utm-.y: 4374401 Field_neme: GRAND VALLEY Name: BARRET1 RESOURCES CORP 045068928TY PE=WELL API Seq Num: 06692 API County' 045 SE 1/2. 1 Mile OIL GAS C00G028647 Link ID: 04507133 API: 05-045-07133 Operator: BARRETT RESOURCES CORP Well Name: 13-34 RMV Status: LO XX Internet App: 045071338TY PE=WELL Well ID: 211373 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: 13-34 Well Name: RMV Field code: 31290 Dist from NIS: 2082 NIS Section: S Dist from ENV: 895 ENV Section: W Ofrgtr. NWSW Section b: 34 Township: 6S Range: 96W Meridian: 6 Latitude:: 39.478918 Longitude: -108.100125 Ground elev: 5385 Ulm x: 233342 Ulm_y: 4374305 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07133 API County: 045 SE 1/2 - 1 Mile OIL_GAS COOG058020 TC01 188418.1 r Page A-56 • GEOCHECK' - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIUGAS WELL INFORMATION: Link ID: 04507712 API. 05-045-07712 Operator: BARRETT RESOURCES CORP Well Name: GM 229-34 AMERICAN SODA Status: LO_XX Internet App: 04507712&TYPE=WELL Well ID: 259330 Facility type; WELL Well Status: Permit location. no information reported yet. Op. Number: 6495 Well Number: GM 229-34 Wei Name: AMERICAN SODA Field code: 31290 Dist from N/S: 1961 NUS Section; S Dist from EW: 2162 EAN Section: W Qgr. NESW Section Il: 34 Township: 65 Range: 96W Meridian: 6 Latitude: 39.478608 Longitude: -108,095634 Ground elev: 5355 Utm x: 233726 U1m_ y: 4374257 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Sect Num: 07712 API County: 045 SE 112-1 Mile OIL GAS COOG057617 Link ID: 04507711 API: 05-045-07711 Operalor: BARRETT RESOURCES CORP Well Name: GM 23-34 AMERICAN SODA Status: LO_XX Internet App: 04507711&TYPE=WELL Well ID: 259329 Facilrly type: WELL Well Status: Permit location, no inlormalion reported yel Op. Number: 6495 Well Number. GM 23-34 Well Name: AMERICAN SODA Field code: 31290 Dist from NJS: 1955 NIS Section: S Dist from EJW: 2196 EMP Section: W Qtrgtr: NESW Section #: 34 Township: 65 Range: 96W Meridian: 6 Latitude: 39.478593 Longitude: • 108.095513 Ground elev. 5355 Utm x: 233737 Utm_y: 4374255 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seg Num: 07711 API County: 045 South 1/2 - 1 Mile OIL GAS COOG020207 TC01188418.1 r Page A-57 GEOCHECK L PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILJGAS WELL INFORMATION: Link ID: 04506619 API: 05-045-06619 Operator: BARRETT RESOURCES CORP Well Name: GV 5-33 UNION Status: LO_ XX Internet App. 04566619&TYPE=WELL Well ID: 210861 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number. GV 5-33 Well Narne: UNION Field code 31290 Dist from NfS: 1966 NIS Section. S Dist from EIW: 1647 FJW Section: E Qtrgir. NWSE Section It 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.478561 Longitude: -108.109121 Ground elev: 5410 Utm_x: 232566 Utm y: 4374292 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seg Num: 06619 API County: 045 South 1/2 - 1 Mile OIL GAS COOG000699 Link ID: 04507904 API: 05-045-07904 Operator: BARRETT RESOURCES CORP Well Name: GM 533-33 UNOCAL Status: LO .XX Internet App: 44507904&TYPE=WELL Well ID: 260719 Facility type: WELL Well Status: Permit location, no inlarmation reported yet_ Op. Number: 6495 Well Number. GM 533-33 Well Name: UNOCAL Field code: 31290 Dist from NIS: 1928 NIS Section: 5 Dist from EJW: 1586 EAN Section. E Qlrgtr NWSE Section #: 33 Township: 6S Flange: 96W Meridian: 6 Latitude: 39, 478458 Longitude: -108.108903 Ground elev: 5426 Utm_x: 232584 Litre _y: 4374279 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Sec! Num: 07904 API County 045 SSW 1/2 - 1 Mile OIL GAS COOG054747 TC41188418.1 r Page A-58 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILJGAS WELL INFORMATION: Link ID: 04507577 API: 05-045-07577 Operator: BARRETT RESOURCES CORP Well Name: GM 23-33 UNOCAL Status: LO_XX Internet App: 04507577&TYPE=WELL Well ID: 257583 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number. GM 23-33 Well Name: UNOCAL Field code: 31290 Dist tram NIS: 1912 NIS Section: S Dist from EJW: 1974 ENV Section: W Otrgtr NESW Section 41: 33 Township: 65 Range: 96W Meridian: 6 Latitude: 39.478388 Longitude: -108.114977 Ground elev: 5719 Utm_x: 232061 Uim_y: 4374290 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07577 API County: 045 ESE 1/2 -1 Mile ©1L GAS C006054689 Link ID: 04507640 API: 05-045-07640 Operator BARRETT RESOURCES CORP Well Name: GM 236-34 AMERICAN SODA Status: LO_XX Internet App: 04507640&TYPE=WELL Well ID: 258460 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number. GM 236-34 Well Name: AMERICAN SODA Field code: 31290 Dist from WS: 1874 N/S Section: 5 Dist from EiW: 2386 ENV Section: E Otrgtr: NWSE Section #: 34 Township: 6S Range: 96W Meridian: 6 Latitude: 39.478383 Longitude: -108.093008 Ground elev: 5343 Utm_x: 233951 UIm_y: 4374224 Field_name: GRANO VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07640 API County: 045 SSE 1/2 - 1 Mile OIL GAS COOG001014 TC01188418.1r Page A-59 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507888 API: 05-045-07888 Operator: BARRETT RESOURCES CORP NII Name: GM 444-33 UNOCAL Status: LO_XX Inlemet App: 045078888.TYPE=WELL Well ID: 260632 Facility type: WELL Well Status: Permit location. no information reported yot Op. Number: 6495 Wet Number: GM 444-33 Well Name: UNOCAL Field code: 31290 Dist from WS: 1661 N/S Section: S Dist from EW: 396 EAN Section: E Otrqtr: NESE Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.477742 Longitude: -108.104679 Ground eleir: 5364 litrn _xi 232945 Utm_y: 4374187 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07888 API County: 045 SSE 1/2 - 1 Mile OIL _GAS COOG056130 Link ID: 04507503 API: 05-045-07503 Operator. BARRETT RESOURCES CORP Well Name: UM 223-33 UNOCAL Status: LO_XX Internet App: 04507503&TYPE=WELL Well ID: 256943 Facility type: WELL Well Status: Producing Op. Number: 6495 Welt Number: GM 223-33 Welt Name: UNOCAL Field code; 31290 Otst from NIS: 1642 NIS Section: S Dist from E/W: 366 EW Section: E Olrqtrii NESE Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.47769 Longitude: -108.104572 Ground elev: 5365 Utm x: 232954 Utm_y: 4374181 FieId_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num; 07503 API County' 045 SE 112 - 1 Mile OIL GAS COOG054736 TC01188418 1r Page A-60 • • GEOCHECK0- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILJGAS WELL INFORMATION: Link ID: 04507688 API: 05-045-07688 Operator: BARRETT RESOURCES CORP Well Name: GM 230-34 UNOCAL Status: LO_ XX Internet App: 04507688&TYPE.WELL Well ID: 259120 Facility type: WELL Well Status: Perm# location, no information reported yet. Op. Number 6495 Well Number GM 230-34 Well Name: UNOCAL Field code: 31290 Dist horn NIS: 1499 N/S Section: 5 Dist from E/W: 1115 EiW Section: W Otrqlr. NWSW Section #: 34 Township: 6S Range: 96W Meridian: 6 L at itu de: 39.477323 Longitude: -108.099323 Ground elev: 5364 Ulm ,x: 233404 Utm_y: 4374125 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07688 API County: 045 SE 1/2 - 1 Mile OIL_GAS COOG0513052 Link ID: 04507714 API: 05-045-07714 Operator: BARRETT RESOURCES CORP Well Name: GM 232-34 AMERICAN SODA Status: LO__XX Internet App: 045077148,TYPE=WELL Well ID: 259332 Facility type: WELL Well Status: Permit location. no information reported yet, Op. Number: 6495 Weil Number GM 232-34 Well Name: AMERICAN SODA Field code: 31290 Dist from N/S: 1497 NIS Section: S Dist from E/W: 1127 EW Section: W Otrcpr: NWSW Section #: 34 Township: 6S Range: 96W Meridian: 6 Latitude: 39.477317 Longitude: -108 09928 Ground elev: 5352 Utm x: 233406 Utm_y: 4374124 Field _name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07714 API County: 045 South 1/2 - 1 Mile OIL GAS C000000541 TC01188418.1r Page A-61 GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILJGAS WELL INFORMATION: Link ID: 04507880 API: 05-045-07880 Operator BARRETT RESOURCES CORP Well Name CM 543-33 UNOCAL Status: LO _XX Internet App: 045078808TYPE=WELL Well ID: 260617 Facility type: WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number GM 543-33 Well Name: UNOCAL Field code: 31290 Dist Irom N/S: 1286 NIS Section: S Dist from EiViir 902 EW Section: E Otrgtr SESE Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.476706 Longitude: • 108.106456 Ground elev 5409 Utm_x: 232788 Ulm_y: 4374078 Reid _name: GRAND VALLEY Name: BARRETT RESOURCES CORP APi Seq Num: 07880 API County: 045 South 1/2 - 1 Mite OIL GAS C©OG028640 Link ID: 04507125 API: 055-045-07125 Operator: BARRETT RESOURCES CORP Well Name: GM 202-33 UNOCAL Status: LO_XX Internet App: 04507125&TYPE=WELL Well ID: 211365 Facility type: WELL Well Slaws: Producing Op. Number: 6495 Well Number GM 202-33 Well Name: UNOCAL Field code: 31290 Dist from NJS: 1261 N/S Section: S Dist Irom EW: 914 EW Section: E Otrqtr SESE Section y: 33 Township: 65 Range: 96W Meridian: 6 Latitude: 39.476637 Longitude: -108.106497 Ground elev: 5390 Ulm x: 232785 Utm y: 4374071 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07125 API County: 045 South 1/2 - 1 Mise OIL GAS 0000001023 TC01188418.1r Page A-62 GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507902 API: 05-045-07902 Operator BARRETT RESOURCES CORP Well Name. GM 534-33 UNOCAL Status: LO XX Internet App: 04507902& ry PE=WELL Well ID: 260691 Facility type- WELL Well Status: Permit location, no information reported yet. Op. Number: 6495 Well Number GM 534-33 Well Name: UNOCAL Field code. 31290 Dist from N/S: 874 N/S Section: S Dist from EA/V: 1792 EMI Section: E Ortglr: SWSE Section tt: 33 Township: 6S Range: 96W Meridian: 6 Latilude: 39.475563 Longitude! -108.10959 Ground elev: 5674 111m x: 232514 Ulm _y: 4373960 Field _name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07902 API County: 045 South 1/2 - 1 Mile OIL GAS COOG026733 Link ID: 04507045 API: 05-045-07045 Operator BARRETT RESOURCES CORP Well Name: GM 34-33 UNION ENERGY MINING DIV. Status: LO_XX Internet App: 04507045&TYPE=WELL Well ID: 211286 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number GM 34-33 Well Name' UNION ENERGY MINING DIV. Field code: 31290 Dist from NS: 846 N/S Section: S Dist from ENV: /611 EMI Section: E Otrglr SWSE Section ft 33 Township: 65 Range: 96W Meridian: 6 Latitude: 39.475485 Longitude: -108.109656 Ground elev: 5670 Ulm x. 232509 Ulm_ y: 4373952 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07045 API County; 045 SSE 1/2-1 Mile OIL GAS COOG019978 TC01188418 tr Page A-63 GEOCHECK'"'- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OfLIGAS WELL INFORMATION: Link LD: Operator: Well Name: Status: Well ID: Well Status: Op. Number: Well Number Field code: NIS Section: E.NV Section: Section 11: Range: Latitude: Ground elev: Ulm_ y: Name: API Seq Num: API County: 04506623 API: BARF1ETT RESOURCES CORP GV 10.34 UNION LO_XX Internet App: 210865 Facility type: Producing 6495 GV 10-34 Weil Name: 31290 Disl from NIS: S Dist tram ENV: W Qtrgtr_ 34 Township: 96W Meridian: 39,475464 Longitude: 5355 Ulm_x: 4373921 Field_name: BARRETT RESOURCES CORP 06623 045 05-045-06623 045066238TYPE=WELL WELL UNION 823 916 SwsW 6S 6 -108.1 233339 GRAND VALLEY SSW 1/2 - 1 Mile Link ID: Operator: Well Name: Status: Welt ID: Well Status: Op. Number: Well Nurnber. Field code: NNS Section: EAN Section: Section ir: Range: Latilude: Ground elev: Ulm_y: Name: API Seg Num: API County: 04507833 BARRETT RESOURCES GM 14-33 FEDERAL LO XX 260220 Permit Location, no inlorm 6495 GM 14.33 31290 S W 33 96W 39.475423 5838 4373958 BARRETT RESOURCES 07833 045 API: CORP CORP Internet App: Facility type: aeon reported yet. Well Name: Dist Iron WS: Dist from VW: Olrqtr: Township: Meridian: Longitude: Utm x: Field nave. OIL_GAS COOG0000E0 05-045-07833 04507833&TYPE=WELL WELL FEDERAL 830 2169 5 ESW 65 6 -108.114182 232118 GRAND VALLEY SSW 1/2 - 1 Mile • OIL GAS C000025606 rC01188418.1r Page A-64 1 GEOCHECKt'- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04506972 API_ 05.04506972 Operator: BARRETT RESOURCES CORP Well Name: MV -36-33 FEDERAL Status: LO_XX Internet App: 045069728TYPE.WELL Well ID: 211213 Facility type: WELL Well Status: Abandoned Location Op. Number: 6495 Well Number. MV -36-33 Well Name: FEDERAL Field code: 31290 Dist from N/S: 821 N/S Section: S Dist from E/W: 2161 EJW Section: W Qtrgtr: SESW Section 4: 33 Township: 65 Range: 96W Meridian: 6 Latitude: 39.475398 Longitude: -108.114209 Ground elev: 0 Utm_x: 232117 Utm_y: 4373956 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 06972 API County: 045 SSW 1/2 - 1 Mite OIL_GAS COOG027121 Link ID: 04507104 API: 05-045.07104 Operator: BARRETT RESOURCES CORP Well Name: GM 24-33 FEDERAL Status: LO_XX Internet App: 045071048TYPE-WELL Well ID: 211344 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number. GM 24-33 Well Name: FEDERAL Field code: 31290 Dist from NIS: 821 N/S Section: S Dist from E/W: 2161 EIW Section: W Otrgtr. SESW Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.475398 Longitude: -108.114209 Ground elev: 5836 Utm_x: 232117 Utm_y: 4373956 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07104 API County: 045 SSE 112. 1 Mite OIL GAS COOG00/013 TC01188418.1 r Page A-65 GEOCHECK PHYSICAL SETTING SOURCE MAP FINDINGS STATE OIL/GAS WELL INFORMATION: Link ID: 04507886 API: 05-045-07886 Operator. BARRETT RESOURCES CORP Well Name: GM 544-33 UNOCAL Status: LO_XX Internet App. 04507886&TYPE.WELL Well ID: 260630 Facility type: WELL Well Status: Permit location, no information reported yet Op. Number 6495 Well Number GM 544-33 Well Name: UNOCAL Field code: 31290 Dist from NS: 675 NiS Section: S Dist 'rpm EAN: 631 ENV Section: E Qtrqtr; SESE Section #: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.475033 Longilude: -108.145471 Ground elev: 5448 Ulm_ x: 232866 Utm_y: 4373889 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07886 API County: 045 SSE 1/2 - 1 Mile 011 GAS COOG027878 Link ID: 04506804 API: 05-045-06804 Operator: BARRETT RESOURCES CORP Well Narne: GFt 44-33V UNOCAL Status: LO_XX Internet App: 045068048,TYPE.W ELL Well ID: 211046 Facility type: WELL Well Status; Producing Qp. Number 6495 Well Number GR 44-33V Well Name: UNOCAL Field code: 31290 Dist from WS: 650 NiS Section: S Dist from EPW: 650 EiW Section: E Olrqtr SESE Section ti: 33 Township: 6S Range: 96W Meridian 6 Latitude: 39.474964 Longitude: -108.105538 Ground elev: 5419 UIm 5: 232861 Utm_y: 4373882 Field .name: GRAND VALLEY Name: BARRETT RESOURCES CORP AP1Seq Num: 06804 API County: 045 South 1/2 - 1 Mile OIL GAS COOG000542 T=188418.11 Page A-66 GEOCHECK`µ`- PHYSICAL SETTING SOURCE MAP FINDINGS STATE OILIGAS WELL INFORMATION: Link ID: 04507884 API: 05-045-07884 Operator: BARRETT RESOURCES CORP Well Name. GM 434-33 UNOCAL Status: LO_7(X Internet App: 045078848TYPE=WELL Well ID: 260628 Facility type: WELL Well Status: Permit location. no inlormation reported yet. Qp. Number 6495 Well Number: GM 434-33 Well Name: UNOCAL Field code: 31290 Dist from NTS 381 N15 Section: S Dist from E1W- 2300 ENV Section: E Qtrgtr. SWSE Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.474202 Longitude: -108.111369 Ground elev: 5763 Utrrr x: 232356 Utn1_y: 4373814 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07884 API County: 045 South 1/2 -1 Mile OIL GAS CO0602E695 Link ID: 04507120 API: 05-045-07120 Operator_ BARRETT RESOURCES CORP Well Name: GM 203-33 UNOCAL Status: LO ,XX Internet App: 045071208TYPE-WELL Well ID: 211360 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number. GM 203.33 Well Name: UNOCAL Field code: 31290 Dist from NIS: 348 Nr5 Section: 5 Dist tram EIW: 2314 EDW Section: E Otrgtr. SWSE Section 4: 33 Township: 6S Range: 96W Meridian: 6 Latitude: 39.4741 12Longitude: -108.111417 Ground elev: 5755 Utm_x: 232352 Utm_y: 4373805 Field_ narne: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seq Num: 07120 API County: 045 SSE 172 - 1 Mile OIL GAS COOG031030 TC01188418.1r PageA-67 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS STATE 01LIGAS WELL INFORMATION: Link ID: 04507308 API: 05-045-07308 Operator: BARRETT RESOURCES CORP Well Name. GM 231-34 UNOCAL Status: LO_XX Internet App: 04507308&TYPE.WELL Well ID: 211548 Facility lype: WELL Well Status: Producing Op. Number. 6495 Well Number GM 231-34 Well Name: UNOCAL Field code: 31290 Dist from NiS: 213 NIS Section: S Dist from UW: 394 EfW Section: W (DPW. SWSW Section X: 34 Township: 6S Range: 96W Meridian: 6 Latitude: 39.473781 Longitude: -108.101824 Ground elev: 5442 Utrn_x: 233176 Utm_y: 4373740 Field_name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seg Num: 07308 AP! County: 045 South 1/2 - 1 Mile OILGAS 0000028506 Link ID: 04507118 API: 05-045-07118 Operator: BARRETT RESOURCES CORP Well Name: GM 200-4 EATON Status: LO .XX Internet App: 045071188.TY PE.WELL Well ID: 211358 Facility type: WELL Well Status: Producing Op. Number: 6495 Well Number: GM 200-4 Well Name: EATON Field code: 31290 Dist from NIS: 400 NIS Section. N Dist hem ENV: 491 EW Section: E CIlirpr. NENE Section it: 4 Township: 75 Range: 96W Meridian. 6 Latitude: 39.472091 Longitude: -108.105085 Ground eley: 5427 litmx: 232889 Utm_y: 4373562 Field. name: GRAND VALLEY Name: BARRETT RESOURCES CORP API Seg Num: 07118 API County: 045 TC011813418.1r Page A-68 GEOCHECK4 - PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database: CO Radon Radon Test Results Zip Total Sites Avg % silese=4 pCilt_ % sitos>4&<10 pCi/L % siles>=108X20 pCi/L % sites>20 pCi�I. 81635 2 2.10 100.00 0.00 0.00 0.00 Federal EPA Radon Zone for GARFIELD County: 1 Note: Zone 1 Indoor average level >4 pCi/L. : Zone 2 indoor average levet >= 2 pCi/L and c= 4 pCi/L, : Zone 3 Indoor average level <2 pCi/L. Federal Area Radon Information for GARFIELD COUNTY, CO Number of sites tested: 2 Area Average Activity % <4 pCi/L % 4-20 pCi/L %>20 pCi/L Living Area - 1st Floor Not Reported Noi Reported Not Reported Not Reported Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Basement 7.150 pCi/L 0% 100% 0% TC01168418 1 r Page A-69 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model (DEM) Source: United Stales Geologic Survey EDR acquired the USGS 7.5' Digital Elevation Model in 2002. 7.5 -Minute OEMs correspond Co the USGS 1.24.000- and 1 25,000 -scale topographic quadrangle maps. HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 100 -year and 500 -year flood zones as defined by FEMA. NW1: National Wetlands Inventory, This data, available in select counties across the country, was obtained by EDA in 2002 from the U.S. Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION ACIU1FLQW8 Information System Source: EDR propnetary database of groundwater flow inlormation EDR has developed the AOUIFLOW Information System {AIS) to provide data on the general direction al groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities al select sites and has extracted the date o1 the report. hydrogeoiagicalty determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Rawiec, Geology of the Conterminous U.S. al 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikrnan Map, USGS Digital Data Series DDS - 1 1 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department 01 Agriculture's (USDA) Natural Resources Conservalion Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the Uniled States. A soil map in a sell survey is a reprosentalion of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) sail survey maps. ADDITIONAL ENVIRONMENTAL, RECORD SOURCES FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Ofiice of Dnnking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water la at least 25 people for at least 60 days annually, PWSs provide wafer from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office oI Drinking Waler Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Dnnking Wafer Information System (SEMIS) after August 1995. Prior Io August 1995, the data came from the Federal Reporting Data System (EROS). USGS Water Wells: USGS National Water tnvenlory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water andlor groundwater. The groundwater data includes inlormalion on wells, springs, and other sources of groundwater. TC01188418.tr Page A-70 i • PHYSICAL SETTING SOURCE RECORDS SEARCHED STATE RECORDS Colorado GIS Well Database Source: Olhce of State Engineer. Division of Water Resources Telephone: 303-866-3581 The GIS Well database includes all wells that the Division of Water Resources permits. Oil and Gas Well Locations Source: Department of Nalural Resources Telephone: 301894-2100 RADON State Database: CO Fladon Source: Department of Public Health & Environment Telephone: 303-692-3090 Radon Study in Colorado Area Radon Information Source: USGS Telephone_ 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency IUSEPA) and is a compilation at the EPNState Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-3 56.4020 Sections 307 & 309 01 IRAA directed EPA to list and identify areas of U.S. with the potential tor elovatod indoor radon levels. OTHER Airport Landing Facilities:: Private and public use landing facilities Source: Federal Aviation Administration. 600-457-6656 Epicenters: World earthquake epicenters. Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration TC01168418t r Page A-71 • • APPENDIX C AERIAL PHOTOGRAPHS 36170-00(2) Conestoga -Rovers & Associates H i storica I InformaloParachute, Gherers, Inc. Colord, , 1960 1110 ProluNumkr: MAE-1 ri4!-, Client Proic,1 Nunibet: 31670-00 Apprux im ate Scale I :WOO (1u-500 , ,___A, Historical 1980 1*...y 1 i R ; Projo. t Number: NI Al--1 4 Information Gatherers, Inc. Pa ra c [lute, Colorado tiV A.W,IL k 1Jetlf PIIMM Ntlini•er- 31670-00 \ — Approximate Scale 1:9600 (1" -800") i Historical Information Gatherers, }ii`14'rer5, ltlr. 1 P lrachute, Colorado 1993 ,n. i %/ H1U Projet Number: MAE.I , i -. (`Brine f'sujecr Number: 31670-00 Approximate Scale lk 00 (B" i,'...''� Historical Information LGatherers, inc. ' Parachute, Colorado 1999 A.Wilk ' \ 1 1110 Projct t NunlIvr: MAF -1548 wr— ( tq PT.,irct Ntiml,rr 3167000 Approximate Seale 1.0000 ( 1"= 500') • APPENDIX D SITE PHOTOGRAPHS 36170-00(2) Conestoga -Rovers & Associates • • PHOTOGRAPH 1: Williams Gas Plant Fenceline and Site, View Toward North. 36170-00(2) PHOTOGRAPH 2: View Northeast Toward Site From Dirt Road. Conestoga -Rovers & Associates • • PHOTOGRAPH 3: View North Toward Williams Gas Plant. 36170-00(2) PHOTOGRAPH 4: Denuded Area Near Western Comer of Site. Conestoga -Rovers & Associates PHOTOGRAPH 5: Stormwater Runoff Channel Near Williams Gas Plant. 36170-00(2) PHOTOGRAPH 6: View West Toward Parachute Creek. Conestoga -Rovers & Associates CONESTOGAA-ROVERS & ASSOCIATES 11200 Richmond Ave.. Suite 200, Houston, TX 77082 Telephone: 281.492.831 1 Facsimile: 281 492.2340 %V WIN CI lAworld _com June 3, 2004 Reference No. 036170-00 Martha Potyondy, P.E. QEP Manager, Environmental Affairs Solvay America, Inc. 3333 Richmond Avenue Houston, TX 77098 Dear Martha: Re: Limited Subsurface Investigation Proposed Carbon Dioxide Pad Site County Road 215 Parachute, Garfield County, Colorado Conestoga -Rovers & Associates (CRA) was retained by Solvay America, Inc. (Solvay) to conduct a Phase 1 Environmental Site Assessment (ESA) of a 0.92 acre vacant parcel of land located adjacent to a Williams Production RMT (Williams) natural gas processing plant in Garfield County, Colorado. Based on the findings of the Phase I ESA, a Limited Subsurface Investigation (LSI) was conducted. CRA is pleased to present this letter report summarizing results of the LSI conducted at the proposed carbon dioxide pad site, located approximately 6 miles northwest of Parachute, Colorado. The area of investigation (Site) was adjacent to an existing gas plant operated by Williams. Figure 1 presents the Site Location Map. Figure 2 presents a site plan and adjacent facilities. CRA performed a Phase I ESA and simultaneously determined the Site's location, area of investigation and potential egress or ingress issues on May 12, 2004. The purpose of the LSI, documented herein, was to assess if impacts from the adjacent gas plant or historic activities had adversely affected the proposed pad site location. The approved activities were as the follows: Install soil borings to assess the potential for both shallow and deep impacts using direct push technology (DPT). • Collect representative soil samples continuously for inspection and characterization of soil types and stratigraphy from all borings using the DPT (acetate liner) sampler. • Screen soil samples in the field for organic vapors using a photo -ionization detector (PID). Soil samples selected for laboratory analyses to be determined based on the highest PID value and/or visual observations. ta..111, EiAd !SD 9O01 I+LI*Ff •IMw 611564 Woridwide Engineering. Environmental. Construction. and IT Sorriest! CONESTOGA-ROVERS & ASSOCFATES June 3, 2004 2 Reference: 036170-00 • Submit selected soil samples from each boring to a contract laboratory for analyses. Analyze soil samples for volatile organic compounds (VOCs) U. S. Environmental Protection Agency (USEPA) SW -846 Method 8260B (826013), Total Petroleum Hydrocarbons (TPH) by Method 8015, Metals and Cyanide by Methods 6000/7000, and polychlorinated biphenyls (PCBs) by Method 8082 following proper chain -of - custody procedures. Convert select soil borings into temporary monitoring wells, if groundwater is encountered, with the insertion of threaded PVC well casing and screen for groundwater sample collection; • Measure groundwater/phase-separated hydrocarbon (PSH) levels in temporary monitoring wells using an electronic PSH/water interface probe in order to determine relative groundwater flow direction; • Purge and sample groundwater from temporary monitoring wells for submittal to the contract laboratory for analyses of VOCs, Metals, PCBs, and TPH by the aforementioned methods; and • Prepare and submit a report to Solvay documenting CRA's investigation activities and findings. FIELD ACTIVITIES Prior to start of the work, Mr. Ed Cooley and representatives of Williams determined the location of all underground utilities near the Site. All work was performed in accordance with a Health and Safety Plan developed in accordance with the requirements of 29 CFR 1910.120. The following field activities were performed on May 13, 2004. Five (5) soil borings (S13-2 through SB -6) were advanced to a depth of 5 feet below ground surface (bgs) and two (2) soil borings (S13-1 and SB -7) were advanced to approximately 36 feet bgs. The borings were installed at the locations shown on Figure 3. All borings were advanced using a trailer -mounted, pneumatic hammering unit. The soil probes were advanced using a 2 - inch diameter, four -foot long soil sampler containing clear, acetate liners. Soil samples were collected continuously to the terminus of each borehole. The stratigraphy of each boring was logged during installation, and soil boring logs are provided as Attachment 1. Soils at the Site consisted predominantly of silty clay. Groundwater was not encountered in any boring; therefore, no temporary monitoring wells were installed. The samples were screened for the presence of organic compounds using a PID. Soil intervals selected for laboratory analyses were based on a combination of PID readings and field observations and are summarized in Table 1. The maximum PID reading (19.4 parts per Worldwide Engineering, Environmental, Conetruction, and IT Services CONESTOGA-ROVERS & ASSOCIATES June 3, 201)4 3 Reference: 036170-00 million) was measured in SB -1 at a depth of 32 feet bgs. Samples submitted for analyses were collected in laboratory -supplied containers. Samples were shipped under standard chain -of - custody documentation to Severn Trent Laboratory (STL) in Houston, Texas. All samples were analyzed for VOCs by Method 8260B and TPH gasoline range organics (GRO) and diesel range organics (DRO) by Method 8015B. All samples, with the exception of SB -7 (5-7), were also analyzed for metals plus cyanide by Methods 6000/7000 as appropriate. Three shallow soil samples [SB -1 (2-4), 58-2 (2-4) and 55-6 (2-4)] were analyzed for PCBs by EPA Method 8082. All soil probe sample collection equipment was subjected to a liquid soap/water rinse and a distilled water final rinse prior to use in each soil boring installation. The borings were filled with bentonite chips, and the soil cuttings generated by the DPT system were backfilled into the remaining boring or thin spread on -Site. ANALYTICAL RESULTS Table 2 summarizes the laboratory data, with comparison to soil cleanup standards for industrial scenarios established by the Colorado Department of Health and Environment. Concentrations of all parameters analyzed were below the soil cleanup criteria and the concentrations protective of groundwater for all soil samples, except for arsenic. Arsenic was reported in all soil samples analyzed at concentrations ranging from 3.43 to 7.77 milligrams per kilogram (mg/kg); which are above the Direct Exposure Value for Industrial Land Use and the Soil Cleanup Standard for Industrial Use based on carcinogenic risk. The arsenic concentrations were below the concentrations considered to be protective of groundwater. TPH-GRO was detected in four soil samples [SB -1 (2-4), SB -1 (32-34), 513-2 (2-4) and SB -7 (2-4)] at estimated concentrations between the laboratory reporting limit and the method detection limit (MDL). TPH-DRO was detected in three soil samples [SB -2 (2-4), SB -4, and SB -7 (2-4)] with concentrations of 19, 20 and 10 mg/kg, respectively. These three samples also showed concentrations of motor oil range TPH of 17, 21, and 15 mg/kg, respectively. The Colorado Oil and Gas Conservation Commission allowable concentration for TPH in soil in sensitive areas is 1,000 mg/kg and 10,000 mg/kg for non -sensitive areas. Toluene was detected at an estimated concentration between the reporting limit and MDL in one sample, SB -2 (2-4) which was below any of the screening or cleanup criteria. Estimated concentrations of methylene chloride were detected in four (4) samples; however, these concentrations are suspected to be laboratory artifacts. None of the samples analyzed for PCBs showed concentrations above their respective laboratory reporting limits. A copy of the laboratory analytical report is provided in Attachment 2. Worldwlda%.ngineering. Environmental. Construction. and IT Services CO NE STO GA- ROV ERS & ASSOCIATES June 3, 2004 4 Reference: 036170-00 Previous investigation results provided by American Soda LLP personnel indicate that natural background concentrations for arsenic in the area range from 9.8 to 13.3 mg/kg. If you have any questions regarding this submittal or the activities described herein, please contact us by telephone at (281) 492-8311 or by e-mail at jevanoff@craworld.com or litwin@craworld.com. Sincerely, CONESTOGA-ROVERS & ASSOCIATES Laurie Irwin, P.G. Project Geologist John C. Evanoff, P.G., CI -IMM Project Manager LDI/kah Enclosures Worldwide Engineering. Environmental. Construction, and IT Sarvlaaa TABLES 036170-00(03) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 1 SAMPLE SUMMARY CO2 PAD SITE PARACHUTE, COLORADO SOLVAY AMERICA Sample ID Sample Matrix Sample Depth (feet hgs) (See Footnote for Laboratory Methods) SB -1(2-4) Soil 2-4 �y VOCs, TPH (GRO, DRO), METALS+CYANIDE, PCBS SB -1(32-34) Soil 32-34 VOCs, TPH (GRO, DRO), METALS+CYANIDE SB -2(2-4) Soil 2-4 VOCs, TPH (GRO, DRO), METALS+CYANIDE, PCBS SB -3 Soil 2-4 VOCs, TPH (GRO, DRO), METALS+CYAN I DE SB -4 Soil 2-4 VOCs, TPH (GRO, DRO), METALS+CYANIDE SB -5 tial I 2-4 VOCs, TPH (GRO, DRO), METALS+CYANIDE SB -6 Soil 2-4 VOCs, TPH (GRO, DRO), METALS+CYANIDE, PCBS SB -7 (2-4) Soil 2-4 VOCs, TPH (GRO, DRO), METALS+CYANIDE SB -7 (5-7) Soil 5-7 VOCs, TPH (GRO, DRO), METALS+CYANIDE SB -7 (34-36) Soil 34-36 VOCs, TPH (GRO, DRO), METALS+CYANIDE Notes: bgs = below ground surface VOCs = volatile organic compounds (EPA 8260B) TPH = total petroleum hydrocarbons; GRO - gasoline ranges, DRO - diesel range (EPA 8015B) Metals + cyanide (EPA 6000/7000) PCBs = polychiorinate biphenyls (EPA 8082) 036170-00(03) Conestoga -Rovers & Associates, Inc. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 2 SOIL ANALYTICAL DATA C01 PAD SITE PARACHUTE, COLORADO SOLVAY AMERICA Irt.'P` 6,Table Soil Cleanup Value Standards Industrial Uset Direct Exposure , Values i industrial Landuse Non- carcittogenie2 Direct Exposure Values Industrial Landuse Carcenog nice Soil Concentration Protective of Groundwaterz ISoil Boring ID Sampled Depth Sampled Date SB -1 2-4' 5/13/04 SB -1 32-34' I 5/13/04 58-2 2-4' 5/13/04 - 5B-3 2-4' 5/13/04 SB -4 2-4' 5/13/04 SB -5 24' 5/13/04 58-6 2-4' 5/13/04 58-7 2-4' 5/13/04 58-7 5-7' 5/13/04 5B-7 34-36' 5/13/04 Units Metals' LPA 6[0)1/7000 _ Antimony Arsenic Barium Beryllium Cadmium Chromium (as Chromium Ili) Copper Lead Nickel Selenium Silver Zinc Mercury NA 0.82 NA NA 694.46 NA 27,537 1,460 NA NA NA NA 137.07 319 239 63,665 1,833 934 1,401,280 34,565 I,460 18,684 4,671 4,671 280.256 4.77 NA 1.49 NA 5,621 7,495 NA NA NA NA NA NA NA NA 2.64 22 880 1.76 2.2 44 440 22 44 22 15 2200 0.88 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg nig/kt; 0.369 8 5.36 147 0.542 0.257 13 9.25 16 9.5 13.7 1.2913 0.078 8 48.1 0.035 13 0.329 B 3.43 105 0.464 0.12313 8.2 16.1 7.81 11.9 1.1 B <0.073 43.4 0.011713 0.3528 7.02 193 0.49 0.216 B 8.83 1-1.8 9.86 12.1 0.989 B 0.10313 44.5 0.030 13 0.406 B 4.45 187 0.467 0.154 1 8.08 12-1 8.72 11.2 1.0013 0.094 B 40 0.010 13 1 0.338 B 4.64 184 0.565 0.162 8 9.86 15.2 9.09 13.9 0.912 B 0.101 B 48.5 0.014 B 0.275 B 5.31 165 0.493 0.231 13 8.23 13.5 8.09 11.7 0.854 B <0.063 40.8 0.018 13 0.323B 6.04 217 0.561 0.238 13 10.1 19.6 9.71 13.8 0.983 8 0.13913 50 [1.02013 0.320 B 7.-- 2 i 7 0.446 0.539 7.24 14.9 9.23 10.9 0.793 13 <0.070 37.7 0.028 13 NT NT NT NT NT NT N I N I NT NT NT NT NT 0.22713 5.67 17e1 0.493 0.225 8 8.69 15.3 9.23 13.5 0.843 B 0.099 B 48.5 0.012 13 Volatile Or uric Compounds - EPA 80216 - Methylene Chloricie• Toluene NA 1,000 1,000 1,000 51.9 NA 0.06 85 mg/kg mg/kg 0.006 J 10.003 0.005 J <0.007 0.003 J 0.007 J <0.003 10.003 <0.003 10.002 <0.003 <0.003 <0.003 <0003 0.003 J <0.002 <0.0002 <0.003 <0.0028 10.0026 rr Tota! Pelroiettm Nydrourrlerr 1 - E PA 8015B GRO - Gasoline Range DRO - Diesel Range Motor Oil * * * * * * mg/kg mg/kg mg/kg 0.378 J <2.53 <10 <0.054 <2.64 <10 <0.049 19.00 17,01) <0.052 <2.51 <10 0.46 J 20.00 21.00 0.455 J <237 <9.4 0.523 J <2.70 <11 <0.048 10.00 15.00 0.2531 7.8 J <9.5 0.474 J <258 <10 Mors1ur'r (`i) - --- --- -- 17.7 20.6 10.9 16.7 8.4 I I.8 22.3 11.0 12.9 - 18.7 Notes: 1. Source: Table 1 Soil Cleanup Table Value Standards, Proposed Sod Remediation Objectives Policy Docwnntt, Colorado Department of 1'ubli. Health and Erwin n,nu a 1, December 1997 2. Source: Table 2. Industrial Scenario Soil Remediation Objective:: with 1000 mg/kg Cap. Colorado Department of Public Health and Environment - Hazardous Materials rials and Waste Management Division, September. 21102 3. Metals analysis also included Cyanide and Thallium which did not report concentrations above their respective sample quantitation timils. - Allowable concentrations of TPH in soil set by the Colorado Oil and Gas Conservation Commission are 1,000 mg/ kg tor sensitive areas and 10,000 mg/kg for non -sensitive areas. NA - Not Available NT - Not Tested 13 - (inorganics only) indicates that the analyte is an estimated value between the reporting limit and the method detection limit j - (organics only) indicates that the analyte is an estimated value between the reporting limit and the method detection limit mg/kg - milligrams per kilogram all units reported in dry weight 4,16170-00(03) Conestoga -Rovers & Associates, Inc. FIGURES 036170-00(03) ! ! ! ! NM !i ! ! ! ! ! ! ! ! — SOURCE: USGS 7.5 MINUTE QUAD PARACHUTE, COLO. APPROX. BOUNDARY OF AMERICAN SODA PLANT 1° N. I N, N. N. q Zeq \ `C\ \ \.'s::,..."1/4 i !\ 0 1000 2000ft figure 1 SITE LOCATION MAP CO2 PAD SITE SOLVAY AMERICA Parachute, Colorado 36170-00f0021GN-SP003 MAY 2012004 PAVED ROAD PARKING OFFICE COMPRESSORS WILLIAMS PRODUCTION RMT CO. GAS PROCESSING PLANT NGL ) 443' — .�` TANKS k OPERATING '� t - • DRILL RIG `'-- --_ W/RESERVE PIT CO2 e VENT OPEN PASTURE SURFACE RUNOFF PATH FLARE P -P- E PROPOSED PIPELINE ROUTE IRON PIPES P.P, va 0 SUSPECT LEACH FIELD? lO�vq� P ---• CREEK 0q NOT TO SCALE S ITE 1311th(ORrj Q MANHOLE p PVC STICKUPS (SEPTIC VENTS?) PIPELINE OPEN PASTURE DIRT ROAD — DITCH PIPELINE figure 2 CO2 PAD SITE LOCATION AND ADJACENT PROPERTY SOLVAY AMERICA Parachute, Colorado 3£1744GOCOD21GN-SPOO1 MAY 1812004 1 — = ■M r — — — — r MIN M — r — i M - — CO2 VENT LEGEND i SOIL BORING LOCATION SURFACE RUNOFF PATH • SB -4 L PROPOSED PIPELINE ROUTE 1 NOT TO SCALE SITE figure 3 SOIL BORING LOCATIONS CO2 PAD SITE SOLVAY AMERICA Parachute, Colorado 36170-00(002)GN-SP002 MAY 20/2004 ATTACHMENT 1 BORING LOGS 036170-00(03) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LUG SB -1 Project: Phase I/11 of Planned CO2 Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5113/04 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI LABORATORY TEST DATA FIELD DATA BORING DATA ! Conten Alterherg Test % Finer than tt200 Sieve '43 5 Organic Vapor Meter (1) !i Sampled lnterval a Depth (feet) Water Level Screen Interval Start Time: 0930 Finish Time: 1100 Liquid Limit C fi 1.3 3.6 10 1 i 6 16.9 17.7 4 Tan silty clay (CL), dry Tan silty clay (CL), moist, soft Brown silty clay (CO, sl. plasticity very moist. 100% recovery but 1 foot compression Increasing Fine gravel content with depth 11;11 10 0 15 Ak Brown clay (CH). stiff, sl moist 15"� gravel increasing in content at depth 20 Irl Tan clay (CH). stiff, dry. with coarse gravel A 25 Brown clay (CL). stiff, dry, with coarse gravel Tan clay (CL), stiff. small gravel fragments and crystals. dry to sl moist 1111 3019 35 ID = 35 Feet BGS 50-50 tan and gray clay, stiff. moist. refusal Shelby ElSplit Tube (1) Photoionization Detector Determinator Model 580D -Spoon Sampler Calibrated to 100 ppm with 100 ppm isobutylene Cuttings Stratification is Interred And May Not be Exact. Boit Classification Based on Visual -Manual Procedure Recovery CONESTOGA-ROVERS & ASSOCIATES, INC. II Auger NNo 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LOG - - SB -2 Project: Phase Illi of Planned CO2 Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5/13/04 1 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI LABORATORY TEST DATA 1 FIELD DATA BORING DATA Moisture Content (%) Atterberg Test c s in LLL O Organic Vapor Meter (1) (pp m) Sampled Interval c ', E Depth (feet) m Ji m ttl Screen Interval Start Time: 1155 Finish Time: 1200 E .� cr .- m P U .� ._. ca ; 1 9.7 10.6 9.6 Tan silty clay (CL) with some shale, dry Gravel and river cobbles (GP -GC) — 5 — Tan silty clay (CL) with river cobbles 1 TD = 6 Feet BGS -- 10 — 15— — 20 — — 25 - -30— — 35 — . ElSplit II Shelby Tube (1) Photoionization Detector Determinator Model 580D -Spoon Sampler Calibrated to 100 ppm with 100 ppm, isobutylene Auger Cuttings Stratification is Inferred And May Not be Exact. Soil Classification Based on Visual -Manual Procedure No Recovery CONESTOGA-ROVERS & ASSOCIATES, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING Project: Phase t/Il of Planned CO2 Processing Plant Parachute, Colorado Client: Solvay America LOG SB -3 File No.: 036170-00(03) Date: 5/13/04 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI LABORATORY TEST DATA FIELD DATA BOOING DATA Moisture Content o Atterberg Test °; Finer than #200 Sieve d Organic Vapor Meter (1) (POI)Start Sampled Interval Sampling Depth (feel) Water Level c Time: 1215 Finish Time: 1220 Liquid Limit Foci x g m .o V 9.2 Tan silty clay (CL) with some gravel, dry 3.5 4 Tan clay (CL), soft we - a — Tan clay (CL), soft, sl moist Tt3 = 6 Feet BGS — 10- - 15 - - — 5 - -30- -- 35 — N 11 Shelby Tube (1) Photoionization Detector Determinator Model 560D Split -Spoon Sampler Calibrated to 100 ppm with 100 ppm isobutylene Auger Cuttings Stratification is Inferred And May Not be Exact Soil Classification Based on Visual -Manual Procedure No Recovery CONESTOGA-ROVERS & ASSOCIATES, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LOG SB -4 Project: Phase 1/11 of Planned CO2 Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5/13/04 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI LABORATORY TEST DATA i FIELD DATA BORING DATA Moistur Content �) (%) Atterberg Test % Finer than #200 Sieve Other _ 1 Organic Vapor Meter (1) (Ppm) Sampled Interval co a % CO Depth (feet) Water Level Screen Interval Start Time: 1255 Finish Time: 1305 Liquid Limit (%) Plastic index (%) 8.7 9.6 11,8 Tan silty clay (CL) with some gravel and shale, dry Increasing shale content — 5 TD = 6 Feel BGS _10_ — 15 — — 20 -- 25 - -30— 35 — ■ xjSplit plil 111 Shelby Tube (1) Photo Determinator -Spoon Sampler Calibrated to 100 ppm Auger Cuttings Stratification is Inferred Soil Classification Based No Recovery CONESTOGA-ROVERS onization Detector Model 5800 with 100 ppm isobutylene And May Not be Exact, on Visual -Manual Procedure & ASSOCIATES, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LOG SB -5 Project: Phase MI of Planned CO, Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5/13/04 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Murnby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI _ l LABORATORY TEST DATA FIELD DATA BORING DATA Moisture Content t°,} Atterberg Test % Finer than #200 Sieve m p Organic Vapor Meter (1) !ppm) Sampled' Interval a) a. (3 0) Depth (feet) Water Level Screen Interval Start Time: 1255 Finish Time: 1305 3- Y a° x a U .—. - o: 8 92 8.3r Brown sand clay (CL) with cobbles and rootlets, dry u Brown slightly sandy clay (CL), stiff sl moist TD = 6 Feet BGS —10- -15— —20--- —25-1 —30-- —35— 1 N[ 4, Shelby Tube (1) photo onization Detector Determinator Model 5800 Split -Spoon Sampler Calibrated to 100 ppm with 100 ppm isobutylene Auger Cuttings Stratification is Inferred And May Not be Exact. Soil Classification Based on Visual -Manual Procedure No Recovery CONESTOGA-ROVERS & ASSOCIATES, INC, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LOG SB -6 Project: Phase ILII of Planned CO2 Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5113104 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: LDI LABORATORY TEST DATA FIELD DATA Screen Interval 1 BORING DATA Start Time: 1340 Finish Time: 1345 Atlerbb rg Test - c Organic Vaporc Meier (1) ippnii Sampled Interval c -, ill rn Depth (feet) Water Level Moisture Content (%) -- E n _. v _o a _ e a, IS c $p o N a r 9 Tan silty clay (CL) with cobbles and rootlets, moist 11.7 Tan clayey sand (SC), moist 12— 5 — Tan clay (CL), with some sand, stiff, compressed sample TD = 6 Feet BGS —10- - 15 — —20- -25- -30- -35— II `4 ■ [11 Shelby Tube (1) Photoionization Detector Determinator Model 580D Split -Spoon Sampler Calibrated to 100 ppm with 100 ppm isobutylene Auger Cuttings Stratification is Inferred And May Not be Exact. Soil Classification Based on Visual -Manual Procedure No Recovery CONESTOGA-ROVERS & ASSOCIATES, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BORING LUG -- SB -7 SB -7 Project: Phase 1111 of Planned CO? Processing Plant File No.: 036170-00(03) Parachute, Colorado Date: 5/13/04 Drilling Co.: Kayenta Supervisor: Bob Schlosser/Mark Mumby Client: Solvay America Type Rig: Trailer mounted push probe Surface Elevation: Not Measured Logged by: Lal LABORATORY TEST DATA FIELD DATA BORING DATA Moisture Content ('°) Atterberg Test ; s m eh c ® u_ ca a '2' m O Organic Vapor Meter(1) (ppm) Sampled Interval c�a 5 a E at u1 Depth (feet) Water Level Screen Interval Start Time: 1400 Finish Time: 1515 -- ' �' ." x m E ^ - J 8.6 7 6 19.2 13 11.6 i 8.2 9.1 .x 44.454 '!:0 Tan silty, sandy clay (CL), dry with rootlets and small gravel cobbles 5 Tan clayey sand (SC), slightly moist 8 - 9.5 ft Tan sandy clay (CL). sl moist, sl plastic 10 Tan sand (SP) with black staining Brown, slightly sandy clay (CL), very moist Brown clay (CL), stiff, sl. moisture some compression 15 Brown clay (CL) with white crystals slight sand 20 Tan brown clay (CL). some sand and shale lenses — 25 — 30 Tan brown clay (CL) some sand and shale lenses. moist Brown slightly sandy clay (CL) with gray clay mottling, some gravel, soft soft 3'' — TD = 36 Feet BGS _ - NSpfit-Spoon 1 11, Shelby Tube ( 1) Photo onization Detector Determinator Model 5800 Sampler Calibrated to 100 ppm with 100 ppm isobutylene Auger Cuttings Stratification is inferred And May Not be Exact. Soil Classification Based on Visual -Manual Procedure No Recovery CONESTOGA-ROVERS & ASSOCIATES, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 036170-00(03) ATTACHMENT 2 LABORATORY REPORTS SEVERN TRENT SERVICES This PDF File was created for you as a service of Severn Trent Laboratories PRELIMINARY REPORT STL — Houston 6310 Rothway Street Houston, TX. 77040 (713) 690-4444 ANALYTICAL REPORT JOB NUMBER: 273900 Prepared For: Conestoga -Rovers and Associates 11200 Richmond Ave. Suite #200 Houston, TX 77082 Attention: Stacy Dennis Date: 05/19/2004 Signature Date Name: Ed B. Fry Title: Project Manager III E -Mail: efry@stl-inc.com Severn Trent Laboratories 6310 Rothway Drive Houston, TX 77040 PHONE: (713) 690-4444 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SAMPLE INFORMATION !late: 05/19/2004 Job Number.: 273900 Customer...: Conestoga -Rovers and Associates Attn - Stacy Dennis Project Number • 99004872 Customer Project ID • CRA -COLORADO Project Description • CSA -Colorado Laboratory Sample 10 Customer Sample ID Sample Matrix Date Sampled Time Sampled Date Received Time Received 273900-1 SB -1 (2-4) 5B-1 (2-4) Sall 05/13/2004 09:40 05/15/2004 09:22 273900-2 5B-1 (32-34) 58-1 (32-34) Soil 05/13/2004 11:07 05/15/2004 09:22 273900-3 SB -2 (2-4) 5B-2 (2-4) Soil 05/13/2004 12:00 05/15/2004 09:22 273900-4 5B-3 SB -3 (2-4) Soil 05/13/2004 12:15 05/15/2004 09:22 273900-5 5B-4 5B-4 2-4' Soil 05/13/2004 13:05 05/15/2004 09:22 273900-6 SB -5 513,-5 2-4' Soil 05/13/2004 13:35 05/15/2004 09:22 273900-7 5B-6 58-6 2-4' Soil 05/13/2004 13:45 05/15/2004 09:22 273900-8 58-7 (2-4) 58--7 (2-4) Soil 05/13/2004 14:00 05115/2004 09:22 273900-9 513-7 (5-7) SB -7 (5-7) Soil 05/13/2004 14:05 05/15/2004 09:22 273900-10 S3-7 (34-36) 5B-7 34-36' Soil 05/13/2004 15:15 05/15/2004 09:22 273900-11 FB -1 FIELD BLANK Field Blank 05/13/2004 14:30 05/15/2004 09:22 273900-12 FB -1 FIELD BLANK Field Blank 05/13/2004 15:35 05/15/2004 09:22 273900-13 RB -1 RINSATE BLANK Rinse Blank 05/13/2004 15:15 05/15/2004 09:22 273900-14 SB -1 (24 ENCORE Soil 05/13/2004 09:40 05/15/2004 09:22 273900-15 58-1 (3231) ENCORE Soil 05/13/2004 11:07 05/15/2004 09:22 273900-16 TRIP BLANK Trip Blank 1 05/13/2004 00:00 05/15/2004 09:22 NO M ION r- I r UN M w--- N M r- r NM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 rt a-P.owrs and Associates PRD T: CM -CO tADO AflN: Stacy Dennis Customer Sample ID: SB -1 (2-4) 58-1 (2-4) ate Sanpled. • 05/13/2004 Time Sampled • 09:40 Sample Matrix Soil Laboratory Sample ID: 273900-1 Date Received • 05/15/2004 Time Received , 09:22 TEST METHOD 5.1 2540G Mod. SM 2540G Mod, SW -846 9012A SW -846 9012A SW -846 60108 SW -846 60108 SW -846 60108 SW -846 6010E SW -846 6010B SW -846 60108 SW -846 60108 SW -846 60108 SW -646 60108 SW -646 60108 SW -846 60108 PARAMETER/TEST DESCRIPTION % Solids, Soil Moisture, Soil Cyanide, Ames able to Chlorination (ATC),*Soil Cyanide, Total., Soil" Ant.irrany (Sb) , Soil* Arsenic (As), Soil' Barium (Ha), Soil* Beryllium (Be), Soil* Cadmium (Cd), Soii~ Chromium. (Cr(, Soil` Capper (Cu), Soil' Lead (Pb), Soil* Nickel (Ni), Soil' Selenium (Se), Soil' Silver (Ag), Soil* SAMPLE RESJLT 82.5 17.5 217.0 217.0 0.369 5.36 147 0.542 0.257 9.25 16.0 9.50 13.7 1.29 0.0781 FLAGS S1 8 MDL RL DILUTION UNITS BATCH ADT DATE/TIME TECH 0.01 1 t 100716 1 05/17/04 153011mg 0.01 1 E 100716 05/17/04 1530 lmg 217.0 600 1 ug/Kg 100693 05/17/04 1158 ras 217.0 600 1 ug/Kg 100687 05/17/04 1158 ras 0.203 2.71 rng/Kg 100818 05/18/04 1133 twr 0.165 1.1 1mg/Kg 100618 05/18/04 1133 twr 0.010 1.11 mg/Kg 100818 05118/04 1133 twr 4.0087 0.27 1 sag/Kg 100818 05/18/04 1133 twr 0.026 0.27 1 mg/Kg 100818 05/18/04 1133 twr 0.0573 0.5 1 mg/Kg 100816 05/18/04 1133 twr 0.027 0.5 1 mg/Kg 100818 05/18/04 1133 twr 0.0863 0.5 1 >r9/Kg 100818 05/18104 1133 twr 0.0819 1.1 1 mg/Kg 100818 05/18/04 1133 wr 0.227 2.2 1 mg/Kg 100818 05/18/04 1133 twr 0.0715 0.5 1rrq/Kg 100516 05/18/04 1133 ter ' In Description = Dry Wgt. Page 2 IIIIIi N NM 1=1 M M MI IMO I r M n MO 111111 M = I LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -1 (2-4) SB -1 (2-4) Date Sampled • 05/13/2004 Time Sampled • 09:40 Sample Matrix • Soil Laboratory Sample ID: 273900-1 Date Received • 05/15/2004 Time Received • 09:22 TEST METHOD SW -846 60108 SW -846 60108 SW -846 30505 SW -846 8015B SW -846 35508 Sw-846 35508 SW -846 7471A SW -846 8015B SW -846 8082 PARAMETER/TEST DESCRIPTION Thallium (T1), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, Soil Total Volatile Petroleum Hydrocarbons TVPH as CRO, Soil* Extraction (Ultrasonic) DDC Ultrasonic Extraction, Soil* Extraction (Ultrasonic) PCBs Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (Kg), Soil* Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil* TEPH - as Motor Oil, Soil* PCB Analysis Aroclor 1016, Soil* Aroclor 1221, Soil* Aroclor 1232, Soil* Aroclor 1242, Soil* Aroclor 1248, Soil* SAMPLE RESULT 0.347 48.1 Complete 378 Complete Cooiplete 34.9 2.539448 10 15.0 16.9 12 13.9 18.2 0 J 8 0 0 v 0 0 0 MDL 0.347 0.103 52.10 4.0 2.539448 15.0 16.9 12 13.9 18.2 1.6 1.6 1212.45 50.5 10 10 40 40 40 40 40 DILUTION 1 1 1 1.0000 1 1 1 1.000 1.000 1.0000 1.0000 1.0000 1.0000 1,0000 UNITS mg/Kg mg/K4 ug/Kg ug/Kg mg/Kg mg/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg BATCH OT 100818 100818 100744 100817 100635 100634 100833 100717 100717 100791 100791 100791 100791 100791 DATE/TIME 05/18/04 1133 05/18/04 1133 05/17/04 1230 05/17/04 1421 05/15/04 1100 05/15/04 1100 twr twr are cad Vara Vara 05/18/04 0938 drre 05/16/04 1752 05/16/04 1752 05/16/04 2341 05/16/04 2341 05/16/04 2341 05/16/04 2341 05/16/04 2341 jps 5ps mep mep nep mep mep * In Description = Dry Wgt. Page 3 MN 11111 11111 11111 EN 1011 NMI 11N1 Ing NMI MI MIN NM BM NM LAB ORATORY TEST RESULTS Job Nutter: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PRDIEC'T: CRA -COLORADO ATN: Stacy Dennis Customer Sample ID: 55-1 i2-41 58-1 (2-4) Date Sampled • 05/13/2004 Time Sampled09:40 Sample MatrixSoil TEST METHOD SW -846 8260E PARA:v0TER/TEST DESCRIPTION Laboratory Sample ID: 273900-1 Date Received.......: 05/15/2004 Time Received • 09:22 SAMPLE RESULT Aroclor 1254, Soil' 8.7 Aroclor 1260, Soil* 13.2 Volatile Organics Benzene, Soil* Bromodichlorcmethane, Soil' Bromofoan, Soil' Brrmrnethane, Soil* Carp Tetrachloride, Soil' Chlor+abenzene, Soil' Chloroethane, Soil' Chloroform, Soil* Chloromethane, Soil' Dibrce ch.lorarethane, Soil- 1,1-Dichlaroethane, Soil' 1,2-Dichloroethane, Soil' 1,1-Dichloroethene, Soil* 1,2-Dichloroet e e (total), Soil* cis-1,2-Dichloroethene, Soil* trans-1,2-Dichlaroethene, Soil- 1,2-Dichloropropane, Soil* Ethylbenzene, Soll' Methylene Chloride, Soil' Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil* Tetrachloroethene, Soil* Toluene, Soil' 1,1,1 -Trichloroethane, Soil - 1,1,2 -Trichloroethane, Soil* 2.75 3.43 3.12 1.38 3.02 3.13 3.19 3.20 1.87 3.50 2.99 3,71 3.49 6.17 2.85 3.32 3.07 2.30 5.79 2.34 1.88 3.08 2.58 2.85 3.39 Q 11 € LAGS MDL RL DILUTION UNITS 8.7 13.2 BATCH IDTI DATE/TINE 40 1.0000 ug/Kg 100791 40 1.0000 ug/Kg 100791 1 2.75 6 1.00000 ug/Kg 1100681 3.43 6 1.00000 ug/Kg 100681 3.12 6 1.00000 ug/Kg 100681 1.38 10 1.00000 ug/Kg 100681 3.02 6 1.00000 ug/Kg 100681 3.13 6 1.00000 ug/Kg 100681 3.19 10 1.00000 ug/Kg 100681 3.20 6 1.00000 ug/Kg 100681 1.87 10 1.00000 ug/Kg 100681 3.50 6 1.00000 ug/Kg 100681 2.99 6 1.00000 ug/Kg 100681 3.71 6 1.00000 ug/Kg 100681 3.49 6 1.00000 ug/Kg 100681 6.17 10 1.00000 ug/Kg 100681 2.85 6 1.00000 ug/Kg 100691 3.32 6 1.00000 ug/Kg 100681 3.07 6 1.00000 ug/Kg 100681 2.30 6 1.00000 ug/Kg 100681 2.78 10 1.00000 ug/Kg 100681 2.34 6 1.00000 ug/Kg 100681 1.88 6 1.00000 ug/Kg 100681 3.08 6 1.00000 ug/Kg 100681 2.58 6 1.00000 ug/Kg 100681 2.85 6 1.00000 ug/Kg 100681 3.39 6 1.00000 ug/Kg 100681 TECH 05/16/04 2341tmep 05/16/04 2341�mep 05/15/04 1153ydy 05/15/04 1253ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 11531ydy 05/15/04 1153 ydy 05/15/04 1153ydy 05/15/04 11531ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1.153'ydy 05/15/04 1153'ydy 05/15/04 11531ydy 05/15/04 1153�ydy 05/15/04 11531ydy 05/15/04 1.153 ydy 05/15/04 1153ydy 05/15/04 11531ydy 05/15/04 1153'ydy 05/15/04 11531ydy 05/15{04 1153ydy 05/15/04 11531ydy 05/15/04 1153 ydy 05/15/04 1153 ydy In Description - Dry htgt. Page 4 mu g urno smiN MN M M 1 MI M N 11111 11111- LABORATORY TEST RESULTS Job Num be:: 273900 Date:05/19/2004 C_'s-r[ R: Conestoga -Rovers and Associate PROJECT: t tA-COui ATI4: Stacy Dennis Customer Sample ID: SB -1 (2-4) SB -1 (2-4) Date Sampled • 05/13/2004 Time Sampled • 09:40 Stele Matrix • Soil Laboratory Sample ID: 273900-1 Date Received 05/15/2004 Time Received • 09:22 TEST I' '/HOD PARAt.2.iL4i/TEST DESCRIPTION SAMPLE RESULT MDL RL DILS7flON UNITS 1 6 1.00000 ug/Kg 10 1.00000 1 ug/Kg 18 1.00000 I ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 10 1.00000 ug/Kg Trichloroethene, Soil* Vinyl Chloride, Soil* Xylenes (total), Soil* Acetone, Soil* Carbon Disulfide, Soil* Methyl Ethyl ketone (2-Sutanone), Soil* cis-1,3-Dichlorapropene, Soil* trans-1,3-Dichlaroprupene, Soil* 2-Hexanone, Soil* 4-Methyl-2-pentanone (MBK), Soil* 3.12 2.89 6.34 3.42 3.10 3.42 3,04 3.52 2.52 2.84 3.12 2.89 6.34 3.42 3.10 3.42 3.04 3.52. 2.52 2.84 BATCH Dr DATE/TIME TECH 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy 05/15/04 1153 ydy In Lescription - Dry Fiat. Page 5 MI MN MIN MN IOW NMI NM 11111 Ind 111111 IIIMI MI MI 11•11 IIIIIII MI MI 1 LABORATORY TEST RESULTS Job Nimaner: 273900 Date: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA--QOLORADO ADTN: Stacy Dennis Customer Sample ID: SB -1 (32--34) 58-1 (32-34) Date Sampled......: 05/13/2004 Time Sampled. : 11:07 Sample Matrix • Soil Laboratory Sample ID: 273900-2 Date Received.......: 05/15/2004 Time Received........ 09:22 TEST METHOD SM 2540G Mcd. SM 2540G Mod. SW -846 9012A SW -846 9012A SW -846 60108 5W-846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 6010B SW -846 60108 SW -846 60108 SW -846 60108 Sri -846 60108 PARAMETER/TEST DESCRIPTION % Solids, Soil Moisture, Soil Cyanide, Amenable to Chlorination (ATC),*Soil Cyanide, Total, Soil* Antimony (Sb), Soil* Arsenic (As), Soil* Barium (Ba), Soil* Beryllium (Be), Soil* Cadmium (Cd) , Soil* Chromium (Cr), Soil* Copper (Cu), Soil* Lead (Pb), Soil* Nickel (Ni), Soil* Selenium (Se), Soil* Silver (Ag), Soil* SANRLE RESULT 79.4 20.6 225.5 225.5 0.329 3.43 105 0.464 0.123 8.20 16.1 7.81 11.9 1.10 0.0730 Q FLAGS U U 0 MDL RL DILUTION UNITS BATCH DT DATE/TIME TECH 0.01 1 % 100716 05/17/04 1530 I -ng 0.01 1 % 100716 05/17/04 1530 lmg 225.5 600 1 ug/Kg 100699 05/17/04 1200 ras 225.5 600 1 ug/Kg 100687 05/17/04 1200 ras 0.207 2.8 1 mg/Kg 100818 05/18/04 1149 twr 0.169 1.1 1 mg/Kg 100818 05/18/04 1149 twr 0.011 1.1 1 mg/Kg 100818 05/18/04 1149 twr 0.0089 0.28 1 mg/Kg 100818 05/18/04 1149 twr 0.026 0.28 1 mg/Kg 100818 05/18/04 1149 twr 0.0585 0.6 1 mg/Kg 100818 05/18/04 1149 twr 0.028 0.6 1 mg/Kg 100818 05/18/04 1149 twr 0.0881 0.6 1 mg/Kg 100818 05/18/04 1149 twr 0.0836 1.1 1 mg/Kg 100818 05/18/04 1149 twr 0.231 2.2 1 mg/Kg 100818 05/18/04 1149 twr 0.0730 0.6 1 mg/Kg 100818 05/18/04 1149 twr * In Description = Dry Wgt. Page 6 INE min nu Ea ma me mit mu ow mu LABORATORY TEST RESULTS Jab Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sarrrple ID: 88-1 (32-34) 88-1 (32-34) Date Sampled • 05/13/2004 Time Sampled 11:07 Sample Matrix • Soil Laboratory Sample ID: 273900-2 Date Received : 05/15/2004 Time Received ' 09:22 TEST METHOD SW -846 60108 SW -846 60108 SW -846 30508 SW -846 80158 SW -846 35508 SW -846 7471A SW -846 8015E SW -846 82608 P RAMET R/TEST DESCRIPTION Thallium (T1), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, .Sail Total Volatile Petroleum Hydrocarbons TVPH as LEO, Soil* Extraction (Ultrasonic) DRO Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (Hg), Soil* Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil* TEPH - as Motor Oil, Soil* Volatile Organics Benzene, Sail* 8romcdichloronethane, Soil* Bromoform, Sail* Bronexrethane, Soil* Carbon Tetrachloride, Soil* Chlorobenzene, Soil* Chloroethane, Soil* Chloroform, Soil* SAMPLE RESULT 0,354 43,4 Complete 54.15 Complete 17.0 QFLA.SS 2.639405 10 2.86 3.57 3.24 1.44 3.14 3.25 3.31 3.33 U U B 0 u U 13 13 17 13 13 U 0 MDL 0.354 0.105 59.15 4.1 RL 2.639405 2.86 3.57 3.24 1.44 3.14 3.25 3.31 3.33 1.7 1.7 1260.18 DILUTIONN 1 1 1 1.0000 UNITS mg/Kg mg/Kg ug/Kg 52.5 1 ug/Kg 10 1.000 mg/Kg 10 1.000 mg/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg BATCH DT DATE/TIME TECH 100818 05/18/04 1149 twr 100818 05/18/04 1149 twr 100744 05/17/04 1230 care 100817 05/17/04 1447 cad 100635 05/15/04 1100 Ira 100833 05/18/04 0946 dme 100717 05/16/04 1835 jps 100717 05/16/04 1835 jps 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy 100681 05/15/04 1219 ydy * In Description = Dry Wgt. Page 7 MI OM - - - - ' - B i r N - - - 1_ LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSM R: Conestoga -Rovers and Associates PROOECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -1 (32-34) SB -1 (32-34) Laboratory Sample ID: 273900-2 Date Sampled ' 05/13/2004 Date Received 05/15/2004 Time Sampled • 11:07 Time Received........ 09:22 Sample MatrixSoil TEST METHOD PARAMETER/TEST DESCRIPTION Chloromethane, Soil' Dibrarochlaromethane, Soil' 1,1-Dichloroethane, Soil' 1,2-Dichloroethane, Soil' 1,1-Dichlaroethene Soil' 1,2-Dichloroethene (total), Sail' cis-1,2-Dichloroethene, Soil' trans-1,2-Dichloroethene, Soil' 1,2-Dichloroprogane, Soil' Ethylbenzene, Soil' Methylene Chloride, Soil' Styrene, Soil' 1,1,2,2 -Tetrachloroethane, Soil' Tetrachloroethene, Soil' Toluene, Soil' 1,1,1 -Trichloroethane, Soil' 1,1,2 -Trichloroethane, Soil* Trichloroethene, Soil' Vinyl Chloride, Soil' Xylenes (total), Soil* Acetone, Soil* Carbon Disulfide, Soil' Methyl Ethyl Ketone (2-6utanone), Soil* cis -1, 3•Dichloroprapene, Soil" tram-1,3-Dichloropropene, Soil* 2-Hexanone, Soil* 4-Methyl-2-pentanone ((AIRK), Soil* SAMPLE RESULT Q £LADS MDL RL DILUTION UNITS BATCH �DT1 DATE/TIME TECH 1.94 U 1.94 10 1.00000 ug/Kg 100681 f05/15/04 1219 ydy 3.64 0 3.64 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.11 U 3.11 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.86 U 3.86 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.63 U 3.63 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 6,41 U 6.41 10 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.96 U 2.96 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.45 U 3.45 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.19 U 3.19 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.39 0 2.39 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 4.82 J 2.69 10 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.43 U 2.43 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 1.95 U 1.95 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.20 U 3.20 6 1.00000 ug/10g 100681 05/15/04 1219 ydy 2.68 0 2.68 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.96 0 2.96 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.53 U 3.53 6 1.00000 ug/1 100681 05/15/04 1219 ydy 3.24 0 3.24 6 1.00000 ug/Kg 100681 05/15/04 1219' ydy 3.00 0 3.00 10 1.00000 ug/K9 100681 05/15/04 1219 ydy 6.59 U 6.59 19 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.55 U 3.55 10 1.00000 ug/Kg 100661 05/15/04 1219 ydy 3.23 U 3.23 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 3.55 U 3.55 10 1.00000 u9/Kq 100681 05/15/04 1219 ydy 3.16 0 3.16 6 1.00000 vg/Kg 100681 05/15/04 1219 ydy 3.65 U 3.65 6 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.62 0 2.62 10 1.00000 ug/Kg 100681 05/15/04 1219 ydy 2.95 0 2.95 10 1.00000 ug/Kg 100681 05/15/04 1219 ydy • In Description Dry Wgt. Page 8 Date;05/19/2004 0 0 CN N p \ 0 411 C4 01 01 04 C 4 \ A r in CT 14 0 0' A H 33 F 01 C2 f4 N0.-1 MN 01 N 0 0 s 3 3 L 4-4 11 11 3 3 3 1-1 3 W 4..1 u C.1 1(1 H 20 p r 0 p 05/17/04 1530 05/17/04 1201 05/17/04 1201 05/18/04 1153 05/18/04 1153 05/18/04 1153 05/18/04 1153 05/18/04 1153 05/18/04 1153 05/18/04 1153 05/18/04 1153 P7 V1 N 9' 0 CO rH cC1 05/18/04 1153 Ori 10 [x1 r- co 01 m 01 iii W (0 m to W CO H NT CO N N .4 N .4 r-4 H H .4 .4 .4 r r w 01b 00 CO CO 110 CO CO 01 w 01 CO 6 6 0 0 a co o 0 0 0 0 o 0 0 0 0 0 0 Ca a 0 a o C3 0 0 00 0 g Y, - g X — '- - - aL - 54 H .- 4 0 H N .•i .i .•-I .-4 0 1+i N - N 40 H 20 40 0 '440 O O N el 1r1 IA 4n a H 4n 0. 6 p C4 .-1 H p p 0 0 0 .-4 N 6 6 0 40 4D in C" 1 01 ,-.41 tT [.- 4 014111 6 co CSV 401 N 0) 0- 0 1tl CO 54 0 W 6 0 0 0 0 C] 6 CN 0 6 6 0 a 6 0 0 6 0 6 0 0 s7 C3 00 1cry(y1 p 4b 01 1') 4 CO 6 01 O V' N m CD W N C0 COW W C• 4 Ch C3 0 C) C7 r el 6 6 m T 43C N C] C5 m H o C7 04 .- ...1 44 N H ' 10 01 in CO N 04 A S4-846 9012A SAT -846 50108 O 40 CO2012 a • 01 pp H ••] . —4 0 —i to -y-. 04 111 at7 j1 6 V Ji} is 1 6 8 3 3 z vii c a 00 .0 in in 0 O_ CO 0 0 as 0 N .-1 N H H H .•-1 tim 0 '0 40 W ',CI S.D W 1D W 40 ' 10 {4' •? V V 'r 4 V' 4 4 0 • LABORATORY TEST RESULTS Job Nutter: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT : c A -COI ORADD ATTN: Stacy Dennis CU tomer Sample ID: SB -2 (2-4) S8-2 (2-4) Date Sampled......: 05/13/2004 Time Sampled 12:00 Sample Matrix • Soil Laboratory Sample ID: 273900-3 Date Received • 05/15/2004 Time Received - 09:22 TEST NETHOD SW -846 6010B SW -846 60108 5W-846 30503 SW -846 80153 SW -846 35508 SW -846 35508 SW -846 7471A SW -846 80158 SW -846 8082 PARAMETER/TEST DESCRIPTION Thallium (T1), Soil' Zinc (Zn), Soil' Acid Digestion: Solids, Sail Total Volatile Petroleum Hydrocarbons NPH as CAO, Soil' Extraction (Ultrasonic) LRO Ultrasonic Extraction, Soil' Extraction (Ultrasonic) PCBs Ultrasonic Extraction, Soil' Mercury (CVAA) Mercury (Hg), Soil' Total Extractable Petroleum Hyeicocarhons TEPH - as Diesel, Soil' TEPH - as Motor 0i1, Soil* PCB Analysis Aroclor 1016, Soil* Aroclor 1221, Soil' Aroclor 1232, Soil* Aroclor 1242, Soil' Aroclor 1248, Soil* SM44PLE RESULT 0.330 44.5 CMftplete 48.22 Crlete Complete 29.5 19 17 R FLAGS 0 13.9 0 15.6 U 11 U 12.9 0 16.8 U MDL 0.330 0.0982 48.22 3.7 2.350588 13.9 15.6 11 12.9 16.8 RL 1.6 1.6 DIL(TION 1122.28 47.4 9.3 9.3. 37 37 37 37 37 1 UNITS mg/Kg mg/Kg 1.0000 ug/Kg 1.000 1.000 1.0000 1.0000 1.0000 1.0000 1.0000 ug/Kg mg/Kg mg/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg BATCH DT DATE/TIME TECH 100818 05/18/04 1153 twr 100818 05/18/04 1153 twr 100744 05/17/04 1230 dme 100817 05/17/04 1512 cad 100635 05/15/04 1100 mea 100634 05/15/04 1100 mra 100833 05/18/04 0947 eime 100717 05/16/04 1918 jps 100717 05/16/04 1918 jps 100791 05/17/04 0005 mep 100791 05/17/04 0005 mep 100791 05/17/04 0005 mep 100791 05/17/04 0005 mep 100791 05/17/04 0005 mep • In Description = Dry Wgt. Page 10 M M I N IM 1 OM M E IIIIII I 1 I NM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJE : C13A-tO7i:RAM ATTN: Stacy Dennis Customer Sample ID: SB -2 (2-4) 58-2 (2-4) Date Saatpled......: 05/13/2004 Time Sampled,.....: 12:00 Sample Matrix • Soil Laboratory Sample ID: 273900-3 Date Received....,..: 05/15/2004 Time Received • 09:22 1 PARAKETERJTEST DESCRIPTION SAMPLE RESULT t4DL 8.1- DILUTION UNITS BATCH DT SW -846 82608 Aroclor 1254, Soil* 8.1 h.-oclor 1260, Soil Volatile Organics Benzene, Soil* Brcxnc+3ichloromethare, Soil' Bromoform, Soil* Sromamethane, Soil* Carbon Tetrachloride, Soil* Chlorobenzene, Soil' Chloroethane, Soil* Chloroform, Soil* Chloromethane, Soil* Di.brumchloromethane, Soil' 1,1-Dichloroethane, Soil* 1,2-Dichlorcethane, Soil* 1,1-Dichloroethene, Soil* 1,2-Dichloroethene (total), Soil' cis-1,2-Dichloroethene, Soil' trans-1,2-Dichaloroethene, Soil' 1,2-Dichloropropane, Soil* Ethylbenzene, Soil* Methylene Chloride, Soil* Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil* Tetrachloroethene, Soil* Toluene, Soil* 1,1,1 -Trichloroethane, Soil' 1,1,2 -Trichloroethane, Soil' 12.2 2.55 3.18 2.88 1.28 2.79 2.90 2.95 2.96 1.73 3.24 2.77 3.43 3.23 5.71 2.64 3.08 2.84 2.13 2.64 2.17 1.74 2.85 3.64 2.64 3.14 U 0 0 U U u 8.1 37 12.2 2.55 3.18 2.88 1.28 2.79 2.90 2.95 2.96 1.73 3.24 2.77 3.43 3.23 5.71 2.64 3.08 2.84 2.13 2.57 2.17 1.74 2.85 2.39 2.64 3.14 37 6 6 6 10 6 6 I0 6 ID 6 6 6 6 10 6 6 6 6 10 6 6 6 6 6 6 1.0000 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg 9/K3 ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg uq/Kg ug/Kg ug/Kg ug/Kg 100791 100791 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 CATE/TIME TECH 05/17/04 00051::ep 05/17)04 0005 Imep 1 05/15/04 1526�ydy 05/15/04 1526ydy 05/15/04 1526�ydy 05/15/04 15261ydy 05/15/04 15261ydy 05/15/04 15261ydy 05/15/04 1526 ydy 05/15/04 1.526�ydy 05/15/04 15261ydy 05/15/04 15261ydy 05/15/04 15261yoy 05/15/04 15261yy 05/15/04 1526.ydy 05/15/04 1526:ydy 05/15/04 15261ydy 05/15/04 1526 ydy 05/15/04 15261ydy 05/15/04 1526�ydy 05/15/04 1526 ydy 05/15/04 1526Iydy 05/15/04 1526�ydy 05/15/04 1526�ydy 05/15/04 1526�ydy 05/15/04 1526ydy 05/15/04 1526ydy In Description = Dry Wgt. Page 11 M MI E M--- MI I ME I NM M M i MI ! LABORATORY TEST RESULTS Job Nu.7ber: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: GRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -2 (2-4) SB -2 (2-4) Laboratory Sample ID: 273900-3 Date Sampled - 05/13/2004 Date Received • 05/15/2004 Time Sampled : 12:00 Time Received • 09:22 Sample Matrix • Soil TEST METHOD PARAMETER/TEST DESCRIPTION SAMPLE RESULT Q FLAGS MDL Trichloroethene, Soil* Vinyl Chloride, Soil* Xylenes (total), Soil* Acetone, Soil* Carbon Disulfide, Soil* Methyl Ethyl Ketone (2-Butanone), Soil* cis-1,3-Dichloropropene, Soil* trans-1,3-Dichlaropropene, Soil* 2-Hexanone, Soil* 4-N,ethy1-2-pentanone {MIRK), Soil* 2.88 U 2.88 2.67 U 2.67 5.87 U 5.87 3.16 U 3.16 2.87 U 2.87 3.16 U 3.16 2.82 U 2.82 3.25 U 3.25 2.33 U 2.33 2.63 U 2.63 RL DILUTICN UNITS BATCH DT DATE/TIME 'TECH 6 1,00000 ug/Kg 100681 05/15/04 1526Iydy 10 1.00000 ug/Kg 100691 05/15/04 1526'ydy 17 1.00000 ug/Kg 100681 05/15/04 1526�ydy IO 1.00000 ug/Kg 100681 05/15/09 1526,ydy 6 1.00000 ug/Kg 100681 05/15/04 1526'ydy 10 1.00000 ug/Kg 100681 05/15/04 1526Iydy 6 1.00000 ug/Kg 100681 05/15/04 1526 ydy 6 1.00000 ug/Kg 100681 05/15/04 1526 ydy 10 1.00000 ug/Kg 100681 05/15/04 1526 ydy 10 1.00000 ug/Kg 100681 05/15/04 1526 ydy * In Description = Dry Wgt. Page 12 NM i i MI_ MN N M O r i r M O--- i - LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/20G4 CUSTOMER: Conestoga -Rovers and Associates PROTECT: CRR -COLORADO AT1N: Stacy Dennis Customer Sample ID: S8-3 S3-3 (2-4) Date Sampled ^ 05/13/2004 Time Sampled 12:15 Sample Matrix Soil Laboratory Sample ID: 273900-4 Date Received 05/15/2004 Time Received 09:22 TEST =HOD SM 25400 MOd, SNI 2540E Mod. SW -846 9012A SW -846 9012A SW -846 60108 SW -846 60108 SW -846 6010B SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SVS -846 60108 SW -846 60108 PARAMETER/TEST DESCRIPTIO t Solids, Soil Moisture, Soil. Cyanide, Amenable to Chlorination (ATC),*Soil Cyanide, Total, Soil* Antimony (Sb), Soil* Arsenic (As), Soil* Barium (Ba), Soil* Beryllium (Be), Soil* Cadmium (Cd), Soil* Chromium (Cr), Soil* Copper (Cu), Soil* Lead (Pb), Soil* Nickel (Ni), Soil* Selenium (Se), Soil* Silver (Ag), Soil* SAMPLE RESULT 83.3 16.7 214.9 214.9 0.406 4.45 187 0.467 0.154 8.08 12.4 8.72 11.2 1.00 0.0944 IQ FLAGS L u B 8 ND]L RL DILUTION UNITS BATCH DT DATE/TIME TECH 0.01 1 8 100716 05/17/04 1530 lmg 0.01 1 8 100716 05/17/04 1530 1mg 214.9 600 1 ug/Kg 100699 05/17/04 1201 ras 214.9 600 1 ug/Kg 100687 05/17/04 1201 ras 0.177 2.4 1 mg/Kg 100818 05/18/04 1157 twr 0.144 0.95 1 mg/Kg 100118 05/18/04 1157 twr 0.0091 0.95 1 mg/Kg 100818 05/18/04 1157 twr 0.0076 0.24 1 mg/Kg 100818 05/19/04 1157 twr 0.022 0.24 1 mg/Kg 100818 05/18/04 1157 twr 0.0500 0.5 1 mg/Kg 100818 05/18/04 1157 twr 0.024 0.5 1 mg/Kg 100816 05/18/04 1157 twr 0.0753 0.5 1 mg/Kg 100818 05/18/04 1157 twr 0,0715 0.95 1 mg/Kg 100818 05/18/04 1157 twr 0.198 1.9 1 mg/Kg 100818 05/18/04 1157 twr 0.0624 0.5 1 mg/Kg 100818 05/18/04 1157 twr • In Description - Dry wgt. Page 13 BO ME MO NM M M M 111111 OM UM E MN I M MI MI M LABORATORY TEST RESULTS Sob NuMber: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-COICRAD7 ATTN: Stacy Dennis Customer Sample ID: S6-3 SB -3 (2-4) Laboratory Sample ID: 273900-4 Date Sampled • 05/13/2004 Date Received.......: 05/15/2004 Time Sampled • 12:15 Time Received 09:22 Sample Matrix • Soil TEST METHOD SW -846 6010B SW -846 6010B SW -846 30508 SW -846 80158 SW -846 35508 SW -846 7471A SW -846 80158 SW -846 82608 PARAMETER/TEST DESCRIPTION Thallium (Tl), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, Soil Total Volatile Petroleum Hydrocarbons TVPH as CRO, Soil* Extraction (Ultrasonic) DRO Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (Hg), Soil* Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil* TEPH - as Motor Oil, Soil* Volatile Organics Benzene, Soil* Brcctodir_hlorottrethane, Soil* Brosoform, Soil* Bromomethane, Sail* Carbon Tetrachloride, Soil* Chlorobenzene, Soil* Chloroethane, Soil* Chloroform, Soil* SAMPLE RESULT 0.303 40.0 Complete 51.60 Complete 9.5 2.515134 10 Q FLAGS 8 U U 2.73 13 3.40 0 3.09 U 1.37 U 2.99 U 3.10 U 3.16 U 3.17 U MDL 0.303 0.0901 51.60 4.6 RL DILUTICN1( 2.515134 2.73 3.40 3.09 1.37 2.99 3.10 3.16 3.17 1.4 1.4 UNITS mg/Kg mg/Kg 1200.85 1.0000 ug/Kg 1 58.1 1 ug/Kg 10 1.000 mg/Kg 10 1.000 mg/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg BATCH DT DATE/TIME TECH 100618 05/18/04 1157 twr 100818 05/18/04 1157 twr 100744 05/17/04 1230 dme 100817 05/17/04 1537 cad 100635 05/15/04 1100 mra 100833 05/18/04 0952 the 100717 05/16/04 2002 jps 100717 05/16/04 2002 jps 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy 100681 05/15/04 1552 ydy * In Description = Dry Wgt. Page 14 ! MB N S IN WO OM 1 N 1 MI M ME M 301 Number: 273900 LABORATORY TEST RESULTS Date: 5/19/2004 CUSTCI`7ER: Conestoga -Ravers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -3 SB -3 (2-4) Laboratory Sample ID: 273900-4 Date Sampled......: 05/13/2004 Date Received • 05/15/2004 Time Sampled .: 12:15 Time Received • 09:22 Sample Matrix. • Soil TEST METHOD PARAMETER/TEST DESCRIPTION SAMPLE RESULT Q FLAGS MDL RL DIL JT CN UNITS BATCH DT DATE/TIME TECH Chloromethane, Soil* DibraTochloromethane, Soil* 1,1-Dichloroethane, Soil* 1,2-Dichlaroethane, Soil* 1,1-itichloroethene, Soil" 1,2-Dirtrloroethene (total), Soil* cis-1,2-Dichloroethene, Soil* trans -1, 2-Dichloroethene, Soil* 1,2-Dichloropropanne, Soil* Ethyllnzene, Soil' Methylene Chloride, Soil' Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil' Tetraahloroethee, Soil* Toluene, Soil* 1,1,1 -Trichloroethane, Soil* 1,1,2 -Trichloroethane, Soil* Trichloroethene, Soil* Vinyl Chloride, Soil* Xylenes (total), Soil* Acetone, Soil* Carlon Disulfide, Soil* Methyl Ethyl Ketone (2-6utanone), Soil' cis-1,3-Dichlaropropene, Soil" trans-1,3-Dichloropropene, Soil* 2-He<anone, Soil" 4-14ethy1-2-pentanone (MIRK}, Soil* 1.85 3.47 2.97 3.67 3.46 6.11 2.82 3.29 3.04 2.28 2.75 2.32 1.86 3.05 2.56 2.82 3.36 3.09 2.86 6.28 3.39 3.07 3.39 3.01 3.48 2.50 2.81 1.85 10 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.47 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.97 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.67 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.46 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 6.11 10 1.00000 ug/Kg 100681 05/15/04 1552 'ydy 2.82 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.29 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.04 6 1.00000 ug/1 100681 05/15/04 1552 ydy 2.28 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.75 10 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.32 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 1.86 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.05 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.56 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.82 6 1.00000 ugfKq 100681 05/15/04 1552 ydy 3.36 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.09 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 2.86 10 1.00000 ug/1g 100681 05/15/04 1552 ydy 6,28 18 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.39 10 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.07 6 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.39 10 1.00000 ug/Kg 100681 05/15/04 1552 ydy 3.01 6 1.00000 ug/Kg 05/15/04 1552 ydy 3.48 6 1.00000 ug/Kg 100691 05/15/04 1552 ydy 2.50 10 1.00000 ug/K9 100681 05/15/04 1552 ydy 2.81 10 1.00000 ug/Kg 100601 05/15/04 1552 ydy In Description - Dry Wgt. page 15 al NM I 11111111 M MI ON WO l MI N 111111 NM = OM M M 1 LABORATORY TEST RESULTS Job Nurr er: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: c R-LYwRADO ATTN: Stacy Dennis Customer Sample ID: SB -4 SB -4 2-4' Date Sampled......: 05/13/2004 Time Sarrpled • 13:05 Sample Matrix Soil Laboratory Sample ID: 273900-5 Date Received • 05/15/2004 Time Received. • 09:22 TEST METHOD SM 2540G Mod. SM 2540G Mod. SW -846 9012A SW -846 9012A SW -846 6010B SW -846 60105 SW -846 6010E SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60105 SW -846 60105 SW -846 60108 SW -846 60108 PARAMETER/TEST DESCRIPTION Solids, Soil Moisture, Soil Cyanide, Amenable to Chlorination (ATC),*Soil Cyanide, Total, Soil* Antimony (Sb), Soil* Arsenic (As), Soil* Barium (Ba), Soil* Beryllium (Be), Soil* Cadmium (Cd), Soil* Chromium (Cr), Soil* Copper (Cu), Soil* Lead (Pb), Soil* Nickel (Ni), Soil* Selenium (Se), Soil* Silver tAg), Soil* SAMPLE RESULT 91.7 8.35 195.2 195.2 0.338 4.64 184 0.565 0.162 9.86 15.2 9.09 13.9 0.912 0.101 Q PUGS B B 8 MDL EL 0.01 0.01 195.2 500 195.2 500 0.191 2.6 0.156 1.0 0.0098 1.0 0.0082 0.26 0.024 0.26 0.0540 0.5 0.026 0.5 0.0813 0.5 0.0772 1.0 0.214 2.1 0.0674 0.5 DILUTION 1 1 1 1 1 1 1 1 UNITS BA DT DATE/TIME TECH % 100716 05/17/04 1530'1mg $ 100716 05/17/04 1530 lmg ug/Kg 100699 05/17/04 1203 ras ug/Kg 100687 05/17/04 1203 ras mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr mg/Kg 100818 05/18/04 1201 twr * In Description = Dry Wgt. Page 16 1 S 111 1 En M I MI OM MI MI I M OM LABORATORYTEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: GRA -COLORADO ATTN: Stacy Denis Customer Sample ID: 58-4 58-4 2-4' Laboratory Sample ID; 273900-5 Date Sampled • 05/13/2004 Date Received • 05/15/2004 Time Sampled ' 13:05 Time Received • 09:22 Sample Matrix • Sail TEST METHOD SW -846 60108 SW -846 60108 SW -846 30508 SW -846 80158 SW -846 35508 SW -846 7471A SW -846 8015E1 SW -846 82608 PARF TER/TTEST DESCRIPTION Thallium (T1), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, Soil Total Volatile Petroleum Hydrocarbons TVPH as Qom, Soil* Extraction (Ultrasonic) DRO Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (Hg), Soil* Total Extractable Petroleum Hydrocarbons TEPK - as Diesel, Soil* TEPH - es Motor Oil, Soil* Volatile Organics Benzene, Soil* Bromodi.chlorcmethane, Sail* Hrcnaform, Soil" Bromomethane, Soil* Carbon Tetrachloride, Soil* Chlorobenzene, Soil* Chloroethane, Soil" Chloroform, Soil* SAMPLE RESULT G.327 48.5 Complete 460 Complete 14.2 20 21 0 FLAGS B 2.48 U 3.09 U 2.80 �U 1.24 U 2.72 U 2.81 IU 2.87 U 2.88 CU MDL 0.327 0.0973 96.88 4.0 2.285237 2.48 3.09 2.80 1.24 2.72 2.81 2.87 2.88 RL DILrUTION UNITS 1.5 1 mg/Kg 1.5 1 mg/Kg 1 1091.08 1.0000 ug/Kg 1 51.2 1 ug/Kg 9.1 1.000 mg/Kg 9.1 1.000 mg/Kg 5 1.00000 ug/Kg 5 1.00000 ug/Kg 5 1.00000 ug/Kg 10 1.00000 ug/Kg 5 1.00000 ug/Kg 5 1.00000 ug/Kg 10 1.00000 ug/Kg 5 1.00000 ug/Kg BATCH DT DATE/TE4E TECH 100818 05/18/04 1201 twr 100818 05/18/04 1201 twr 100744 05/17/04 1230 arra 100817 05/17/04 1602 cad 100635 05/15/04 1100 mra 100833 05/18/04 0954 dme 100717 05/16/04 2045 jps 100717 05/16/04 2045 jps 100681 05/15/04 1646 ydy 100681 05/15/04 1646 ydy 100681 05/15/04 1646 ydy 100681 05/15/04 1646 ydy 100681 05/15/04 1646 yciy 100681 05/15/04 1646 ydy 100681 05/15/04 1646 ydy 100681 05/15/04 1646 ydy * In Description = Dry Wgt. 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M MI UM MI I MI f N P OM M I 10111 1 N In - I OM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CFA-COIWRADO ATlN: Stacy Dennis Customer Sample ID: SB -5 SB -5 2-4' Date Sampled - 05/13/2004 Time Sampled • 13.35 Sample Matrix • Soil Laboratory Sample ID: 273900-6 Date Received • 05/15/2004 Time Received09:22 TEST METHOD SH 2540G Mod. SM 2540G Mod. SW -846 9012A SW -846 9012A SW -846 60108 SW -846 60105 SW -846 60103 SW -846 60108 SW -846 60108 SW -846 6010B SW -846 60108 SW -846 6010B SW -846 60108 SW -846 60108 SW -846 60108 PARPJ TER/TEST DESCRIPTION % Solids, Soil Moisture, Soil Cyanide, Amenable to Chlorination (ATC),*Soil Cyanide, Total, Soil* Antimony (Sb) , Soil* Arsenic (As), 5011* Barium {Ba), Soil* Beryllium (Be), Soil* Cadmium {Cd), Soil* Chromium (Cr), Soil* Copper (Cu), Soil* Lead (Pb), Soil* Nickel (Ni), Soil* Selenium (Se), Soil* Silver (Ag, Soil* SAMPLE RESULT 88.2 11.8 202.9 202.9 0.275 5.31 165 0.493 0.231 8.23 13.5 8.09 11.7 0.854 0.0629 FAGS 0 8 8 B U i40L RL DILUTION UNITS BATCH DT DATE/TIME TECH 0.01 1 1 100716 05/17/04 1530 log 0.01 1 1 100716 05/17/04 1530 ]jrg 202.9 600 1 ug/Kg 100699 05/17/04 1204 ras 202.9 600 1 ug/Kg 100687 05/17/04 1204 ras 0.178 2.4 1 mg/Kg 100818 05/18/04 1213 twr 0.146 0.96 1 mg/Kg 100818 05/18/04 1213 twr 0.00910.96 1 mg/Kg 100818 05/18/04 1213 twr 0.0077 0.24 1 mg/Kg 100818 05/18/04 1213 twr 0.023 0.24 1 mg/Kg 100818 05/18/04 1213 twr 0.05040.5 1 mg/Kg 100818 05/18/04 1213 twr 0.024 0.5 1 mg/Kg 100818 05/18/04 1213 twr 0.0759 0.5 1 ng/Kg 100818 05/18/04 1213 twr 0.0721 0.96 1 m7/Kg 100818 05/18/04 12131twr 0.199 1.9 1 mg/Kg 100818 05/18/04 1213�twr 0.0629 0.5 1 mg/Kg 100818 05/18/04 1213[twr * In Description = Dry %)gt. Page 19 w wINS MS +w w w- w - NM ■w w w w rw w- w LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sande ID: SB -5 SB -5 2-4' Date Sampled 05/13/2004 Time Sampled 13:35 Sample Matrix Soil Laboratory Sample ID: 273900-6 Date Received.......: 05/15/2004 Time Received........ 09:22 TEST METHOD SW -846 60108 SW -846 60108 SW -846 30508 SW -846 80158 SW -846 35508 SW -646 7471A Sw-846 60158 SW -846 82608 PARAMETER/TEST DESCRIPTION Thallium (T1), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, Soil Total volatile Petroleum Hydrocarbons IVPH as CSU. Soil* Extraction (Ultrasonic) D4.° Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (HO), Soil* Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil TEPH - as Motor Oil, Soil* Volatile Organics Benzene, Sol' Brc D ir, hloromethane, Soil* Sromoform, Soil* Bromomethane, Soil' Carbon Tetrachloride, Soil* Chlorabenzene, Sail' Chloroethane, Soil' Chloroform, Soil' SAMPLE RESULT 0.305 40.8 Clete 455 Clete 17.9 2.374667 9.4 2.57 3.21 2.91 1.29 2.82 2.93 2.98 2.99 B 0 0 ETACS MDL. 0.305 0.0908 48.72 4.1 aurnm 2.374667 2.57 3.21 2.91 1.29 2.82 2.93 2.98 2.99 1.4 1.4 1133.78 52.3 9.4 9.4 1 1 1.0000 1 1 1.000 1.000 6 11.00000 6 11.00000 6 11.00000 10 11.00000 6 1.00000 6 1.00000 10 11.00000 6 11.00000 UNITS m3/Kg mg/Kg ug/Kg ug/Kg rr4 / Kg rig/Kg ug/Kg uq/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg BA 100816 100818 100744 100817 100635 100833 100717 100717 100681 100681 100681 100681 100681 100681 100681 100681 1 DATE/TIM 05/18/04 1213 05/18/04 1213 05/17/04 1230 05/17/04 1627 05/15/04 1100 05/18/04 0956 05/16/04 2002 05/16/04 2002 05/15104 1712 05/15/04 1712 05/15/04 1712 05/15/04 1712 05/15/04 1712 05/15/04 1712 05/15/04 1712 05/15/04 1712 twr twr maa dme 7Ps Ips ydy ydy ydy ydy 1 ydy1.4 ydy ydy * In Description = Dry Wgt. Page 20 GE M MS MI Nil S OM M all MI NM V MI MS NM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJF.cr: CBA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -5 88-5 2-4' Laboratory Sample ID: 273900-6 Gate Sampled • 05/13/2004 bate Received • 05/15/2004 Time Sampled 13:35 Time Received • 09:22 Sample Matrix ' Soil TEST METHOD PARAZTER/TEST DESCRIPTION SAMPLE RESULT Q FLAGS MDL RL DLWTION UNITS Chloromethane, Soil* Dibromochloromethane, Soil* 1,1-Diclhloroethaze, Soil* 1,2-Dichloroethane, Soil* 1,1-Dichloroethene, Soil* 1,2-Dichloroethene (total), Soil* cis-1,2-Dichloroethene, Soil* trans-1,2-Dichloroethene, Soil* 1,2-Dichlaraprepane, Soil* Etthylbenrene, Soil' Methylene Chloride, Soil* Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil* Tetrachloroethane, Soil* Toluene, Soil* 1,1,1 -Trichloroethane, Soil* 1,1,2 -Trichloroethane, Soil* Trichloroethene, Soil* Vinyl Chloride, Soil* Xylenes (total), Soil* Acetone, Soil* Carbon Disulfide, Soil* Methyl Ethyl Ketone (2-Butanone), Soil* cis-1,3-Dichloropropene, Soil* trans-1,3-Dichloroprapene, Soil* 2-Hexanone, Soil* 4-methyl-2-pentanone (MIBK), Soil* 1.75 U 3.28 U 2.80 0 3.47 U 3.27 U 5.77 U 2.66 U 3.11 0 2.87 U 2.15 U 2.60 0 2.19 0 1.76 U 2.88 U 2.41 U 2.66 U 3.17 U 2.91 U 2.70 0 5.93 U 3.20 0 2.90 U 3.20 U 2.85 U 3.29 U 2.36 U 2.65 U 1.75 3.28 2.80 3.47 3.27 5.77 2.66 3.11 2.87 2.15 2.60 2.19 1.76 2.88 2.41 2.66 3.17 2.91 2.70 5.93 3.20 2.90 3.20 2.85 3.29 2.36 2.65 10 6 6 6 6 10 6 6 6 6 10 6 6 6 6 6 6 6 10 17 10 6 10 6 6 10 10 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg u /Kg ug ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 100681 DATE/TIME I TECH 05/15/04 17121ydy 05/15/04 17121ydy 05/15/04 1712ydy 05/15/04 1712 ydy 05/15/04 17121ydy 05/15/04 1712 ydy 05/15/04 171.1ydy 05/15/04 17121ydy 05/15/04 17121ydy 05/15/04 1712ydy 05/15/04 17121ydy 05/15/04 17121ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1112 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy 05/15/04 1712 ydy • in Description - Dry wgt. Page 21 — MI N SU K 1 in N 11111 111111 I SIP MN E In MN I NI LABORATORY TEST RESULTS Job Ntrrisoer: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rowers and Associates PROJECT: CRA -COLORADO AT1'N: Stacy Dennis Customer Sample ID: 58-6 38.6 2-4' Date Sampled • 05/13/2004 Time Sampled 13:45 Sample Matrix Soil Laboratory Sample ID: 273900-7 Date Received • 05/15/2004 Time Received • 09:22 TEST METHOD 5:4 2540G Mod. SM 2540G Mod. SW -846 9012A SW846 9012A SW -846 60108 SW -846 60108 Sin -646 60108 SW -846 6010E SW -846 60108 SW -846 6010B SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 PARASTES/TTST DESCRIPTION % Solids, Soil Moisture, Soil Cyanide, Amenable to Chlorination (ATC),*Soil Cyanide, Total, Soil* Antimony (Sb), Soil* Arsenic (As}, Soil* Barium (8a), Soil* Beryllium (Be), Soil* Cadmium (Cd), Soil* Chromium (Cr), Soil* Copper (Cu), Soil* Lead (Pb), Soli. Nickel (Ni), Soil* Selenium (Se), Soil* Silver (Ag), Soil* SAMPLE RESULT 77,7 22.3 230.5 230.5 0.323 6.01 217 0.561 0.238 10.1 19.6 9.71 13.8 0,983 0.139 FLAGS U 6 B 8 P�7L RL 0.01 0.01 230.5 600 230.5 600 0.204 2.6 0.167 1.1 0.010 1.I 0.0088 0.28 0.026 0.28 0.0578 0.6 0.028 0.6 0.0870 0.6 0.0826 1.1 0.228 2.2 0.0721 0.6 DILUTION 1 1 1 1 1 1 1 1 1 1 1 1 UNITS DATE/TIME TECH ug/Kg ug/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg :ng/Kg mg/Kg mg/Kg mg/Kg 100716 100716 100699 100687 100818 100818 100818 100818 100818 100818 100818 100818 100818 100816 100818 05/17/04 1530 05/17/04 1530 05/17/04 1205 05/17/04 1205 05/18/04 1217 05/16/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 05/18/04 1217 ras ras twr twr twr twr twr twr twr twr twr twr twr • In Description Q Dry Wgt. Page 22 — MN MR MO— S a MI OM= M N OM OM S In M N LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTCEER: Conestoga -movers and Associates P C ECT: CRA-COW ATTN: Stacy Dennis Customer Sample ID: SB -6 `5-6 2-4' Date Sampled • 05/13/2004 Time Sampled • 13:45 Sample Matrix • Soil laboratory Sample ID: 273900-1 Date Received • 05/15/2004 Time Received 09:22 TET METHOD SW -846 6010R SW -846 60108 SW -846 30508 SW -846 8015B SW -846 35508 S%4-846 3550E SW -846 7471A Sw-846 8015B SW -846 8082 P.MMETER/TEST DESCRIPTION Thallium (T1), Soil* Zinc (Zn), Soil* Acid Digestion: Solids, Soil Total Volatile Petroleum Hydrocarbons TVPH as CRO, Soil' Extraction (Ultrasonic) DRO Ultrasonic Extraction, Soil' Extraction (Ultrasonic) PCBs Ultrasonic Extraction, Soil* Mercury (CVAA) Mercury (Hg), Soil' Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil' TEPH - as Motor Oil, Soil* PCB Analysis Aroclor 1016, Soll* Aroclor 1221, Soil' Aroclor 1232, Soil' Aroclor 1242, Soil' Aroclor 1248, Soil* SA'B'LE RESULT 0.349 50.0 Clete 523 Complete Complete 19.5 2.697298 11 16.0 17.9 13 14.8 19.3 0 U FLAGS U U MDL 0.349 0.104 55.34 4.3 2.697298 16.0 17.9 13 14.8 19.3 RL 1.7 1.7 DILUTID13 1287.82 55.2 11 11 42 42 42 42 42 1 1. 1 1.000 1.000 1.0000 1.0000 1.0000 1.0000 1.0000 UNITS m?/ Kg mg/Kg ug/Kg ug/Kg mg/Kg mg/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg BATCH 100818 100818 100744 DT DATE/TIME 100817 100635 100634 100833 100717 100717 100791 100791 100791 100791 100791 05/18/04 1217 twr 05/18/04 1217 05/17/04 1230 05/17/04 1652 05/15/04 1100 twr drre cad mra 05/15/04 1100 mra 05/18/04 0957 05/16/04 2045 05/16/04 2045 tine AAs jp5 05/17/04 0029 mep 05/17/04 0029 mep 05/17/04 0029 mep 05/17/04 0029 mep 05/17/04 0029 mep • In Description = Dry wgt. Page 23 1•11 4111111 OM r Ma M it O MB--- MN X E I MD MI LABORATORY TEST RESULTS job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates Pfu7ECT: CRA -COLORADO ATTN: Stacy tennis Customer Sample ID: SB -6 SB -6 2-4' Laboratory Sample ID: 273900-7 Date Sampled......: 05/13/2004 Date Received 05/15/2004 Time Sampled • 13:45 Time Received • 09:22 Sample Matrix...... Soil TEST METHOD PARAMETERJTEST DESCRIPTION SAMPLE RESULT SW -846 8260B Aroclor 1254, Soil* Aroclor 1260, Soil* Volatile Organics Benzene, Soil* Broinodi..chloromethane, Soil* Bromoforn, Soil* Brcmcinethane, Soil* Carbon Tetrachloride, Soil* Chlorobenzene, Soil* Chloroethane, Soil* Chloroform, Soil* Chloromethane, Soil* Dibromochlorcmethane, Soil* 1,1-Dichloroethane, Soil* 1,2-Dichloroethene, Soil* 1,1-Dichloroethene, Soil* 1,2-Dichloroethene (total), Soil* cis-1,2-Dichloroethene, Soil* trans -1, 2-Dichloroethene, Soil* 1,2-Dichloropropane, Soil* Ethylbenzene, Soil* Methylene Chloride, Soil* Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil' Tetrachloroethene, Soil* Toluene, Soil* 1,1,1 -Trichloroethane, Soil* 1,1,2 -Trichloroethane, Soil* 9.3 14.0 2.92 3.64 3.31 1.47 3.21 3.32 3.39 3.40 1.98 3.72 3.18 3.94 3.71 6.56 3.03 3.53 3.26 2.45 2.95 2.49 2.00 3.27 2.74 3.03 3.61 0 :T U FLAGS MDL RL DILUTION UNITS BA 9.3 42 1.0000 ug/Kg 100791 14.0 42 1.0000 ug/Kg 100791 2.92 6 1.00000 ug/Kg 100681 3.64 6 1.00000 ug/Kg 100681 3.31 6 1.00000 ug/Kg 100681 1.47 10 1.00000 ug/Kg 100681 3.21 6 1.00000 u9/Kg 100681 3.32 6 1.00000 ug/Kg 100681 3.39 10 1.00000 ug/Kg 100681 3.40 6 1.00000 ug/Kg 100681 1.98 10 1.00000 ug/Kg 100681 3.72 6 1.00000 ug/Kg 100681 3.18 6 1.00000 ug/Kg 100681 3.94 6 1.00000 ug/Kg 100681 3.71 6 1.00000 ug/Kg 100681 6.56 10 1.00000 ug/Kg 100681 3.03 6 1.00000 ug/Kg 100681 3.53 6 1.00000 ug/Kg 100681 3.26 6 1.00000 u9/Kg 100681 2.45 6 1.00000 ug/Kg 100681 2.95 10 1.00000 ug/Kg 100681 2.49 6 1.00000 ug/Kg 100681 2.00 6 1.00000 ug/Kg 100681 3.27 6 1.00000 ug/Kg 100681 2.74 6 1.00000 ug/Kg 100681 3.03 6 1.00000 ug/Kg 100681 3.61 6 1.00000 ug/Kg 100681 DATE/TIME TECH 05/17/04 0029Imep 05/17/04 00291mep 05/15/04 1739'ydy 05/15/04 1739 ydy 05/15/04 1739 ydy 05/15/04 1739 ydy 05/15/04 1739'ydy 05/15/04 1739 ydy 05/15/04 1739 ydy 05/15/04 1739 ydy 05/15/04 1739 ydy 05/15/04 1739Iydy 05/15/04 1739 ydy 05/15/04 1739'ydy 05/15/04 1739/ydy 05/15/04 1739 ydy 05/15/04 17391ydy 05/15/04 17391ydy 05/15/04 1739ydy 05/15/04 1739ydy 05/15/04 17391ydy 05/15/04 1739�ydy 05/15/04 1739 ydy 05/1=; # 1739�ydy 05'_- 4 1739`ydy 4 1739ydy 05/1/04 1739'ydy In Description - Dry Wgt. Page 24 an M MI 11111 NM M 111. 1 N 111111 NS I MS B LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 Cis rrR: Conestoga -Rovers and Fassociates PROJECT: C5 1-CULORADD ATTN: Stacy Dennis Customer Sande ID: SB -6 SB -6 2-4' Date Sampled 05/13/2004 Time Sampled • 13:45 Sample Matrix • Soil Laboratory Sample ID: 273900-7' Date Received • 05/15/2004 Time Received09:22 TEST :.ETHOD PARk TERJTEST DESCI.IPTI08 SFi t" FE RESULT I MDL Trichloroethene, Soil* Vinyl Chloride, Soil* Xylenes (total!, Soil` Acetone, Soil* Carbcnn. Disulfide, Soil, Methyl Ethyl Ketene (2-Butanone), Soil* cis-1,3-Dichloropropene, Soil'* trans-1,3-Dichloropropeene, Soil* 2-Hexanane, Soil* 4 rMethyl-2-pentanone (MIBK), Soil* j.31 3.07 6.74 3.63 3.30 3.63 3.23 3.73 2.68 3.01 U 0 U 3.31 3.07 6.74 3.63 3.30 3.63 3.23 3.73 2.68 3.01 RL DILUTION UNITS BATCH DT DATE/TIME TECH 6 1.00000 ug/Kg 100681 05/15/04 1739 ydy 10 1.00000 ug/Kg 100681 05/15/04 1739 ydy 19 1.00000 ug/Kg 100681 05/15/04 1739 ydy 10 1.00000 ug/Kg 100681 05/15/04 1739 ydy 6 1.00000 ug/Kg 100681 05/15/04 1739 ydy 10 1.00000 ug/Kg 100681 05/15/04 1739 ydy 6 1.00000 ug/Kg 100681 05/15/04 1739 ydy 6 1.00000 ug/Kg 100681 05/15/04 1739 ydy 10 1.00000 ug/Kg 100681 05/15/04 1739 ydy 10 1.00000 ug/Kg 100681 05/15/04 1739 ydy * In Description Dry 4igt. Page 25 M r a-- ■ M INN I I 1 -- MN I- NI NM ■S M LABORATORY TEST RESULTS Job Number: 273900 Gate: 05/19/2004 STONER: Conestoga -lovers and Associates PROJECT: QA-COILFADO ATTN: Stacy Dennis Customer Sample ID: 55-7 (2-4) 55-7 (2-4) Date Sampled......: 05/13/2004 Time Sampled14:00 Sample Matrix • Soil Laboratory Sample ID: 273900-8 Gate Received • 05/15/2004 Time Received • 09:22 TEST METHOD 551 2540G Nod. SM 2540E Mod. SW -546 9012A SW -846 9012A SW -846 60108 SW -846 60108 Sw-846 60108 SW -846 60108 S[ 846 60105 SW -846 60108 SW -646 60105 SW -846 60108 SW -846 60108 SW -846 60105 SW -646 60108 PARAMETER/TEST DESCRIPTION ! Solids. Soil Moisture, Soil Cyanide, Amenable to Chlorination (ATC),'Soil Cyanide, Total, Sail* Antimony (Sb), soil' Arsenic (As), Soil* Barium (Fea), Soil* Beryllium (Be), Soil'' Cadmium (Cd) , Soil* Cisramium (Cr) , Soil - Copper (Cu), Soil* Lead (Pb), Soil* Nickel (Hi), Soil* Selenium (Se), Soil* Silver (Ag), Soil* SAMPLE RESULT 69.0 11.0 201.2 201.2 0.320 7.77 217 0.446 0.539 7.24 14.9 9.23 10.9 0.793 0.0695 0 FLAGS rl 0 8 5 MDL fiIDILUTION UNITS BATCH DT DATE/TIhh iTECH 0.01 1 1 100716 05/17/04 153011zg 0.01 1 4 100716 05/17/04 1530 lag 201.2 600 1 ug/Kg 100699 05/17/04 1206 ras 201.2 600 1 ug/Kg 100687 05/17/04 1206 ras 0.197 2.7 1 mg/Kg 100818 05/18/04 1221 twr 0.161 1.1 1 mg/Kg 100818 05/18/04 1221 twr 0.010 1.1 1 mg/Kg 100818 05/18/04 1221 twr 0.0085 0.27 1 mg/Kg 100818 05/18/04 1221 twr 0.025 0.27 1 mg/Kg 100818 05/18/04 1221 twr 0.0557 0.5 1 mg/Kg 100818 05/18/04 1221 twr 0.027 0.5 1 mg/K9 100818 05/18/04 1221 twr 0.0838 0.5 1 m7/Kg 100819 05/18/04 1221 twr 0.0795 1.1 1 mg/Kg 100818 05/18/04 1221 twr 0.220 2.1 1 mg/Kg 100818 05/18/04 1221 twr 0.0695 0.5 1 mg/Kg 100818 05/18/04 1221�twr ! ' In Description - Dry Wgt. Page 26 0 m 0 Cp N Ul CV Cl .4 I4 Il .. C- uf 01 N 0 0 0 0 .. iLF d1 0 1.4 0 m N 40 0 05/18/04 1221 05/17/04 1230 05/17/04 1718 05/15/04 1100 5/18/04 0959 01/]1 65 1.11 U1 Ul CI Ul 1.11 Vt N N 4 0 C7 0 0 0 0 0 ▪ r4 IDIDIDIDIDID CO N CV H ri r I N N' 4-1 .... 77 7.7 7 7 77 .yr 4 4 0 00 0 0 0 0 0 UV 0 Jl Ul LI V1 Ul 111 Vi Vt r-. re r-- ri .4 .-1 r• .-a .4 V1 V1 U1 Ul Ul Ul Ul u1 Ul un 0 C7 04040000 CO C r4 H a CO m C) 0 0 0 C] 0 rA N P . CI r- r- r1 rl .r r. N N .4 r. r-1 P1 (+k r-1 r. co IA w t0 w w CO w (0 ID Cu I.- N I.t1 .0 W U7 tc lD ID (D a 0 0 00 000 0 0 000 CS CS 0 L7 C) 0 0 0 0 0 0 0 0 r-1 N r4 r( r/ .-1 rl H ri .-1 .-4 r -I r -t ' ------4- E '2g°'i` T3' 000 CS 00 C] 0 0000 00 Cy 0 0 0 0 00 0 0 0 0 p4 0(7 CD CD 00000000 . -1 r-1 .-1 N ra M 1-1 .-1 .--1 1-1 r-1 r( • N • 4o Ch n ✓ 10 ID w 0 to w 0 ID C3 rrf 0 rh rl 0 0 0 CD V1 co ▪ N.w•1m N 0 al. 4D Cr) M N N +`.(V.-4 N NNN © 0140 OD w0 C)'IId r m N 40.1 W ivw On en en I 1# CO 0 40 Nes N+4 (V NN N +•l GI 7 41 N .+ .-1 x .r1 +4 • 8,"i1 13 t2 ▪ ii v-1 LI 14 WI 41 0 U1 „,CS£ yg Gra N D W.74.1EP+ 0 vt k - .-4 . .--1 -4 -4^r N O 2 8 O .44 Q • N .. RVI W"l. 0 SW -846 30508 -846 8015B -846 35508 Sw-846 7471A SW -846 80158 OM In All MI I MI MI 11114 NO OM N UN We IIIIII NM R IIIIIII MI I LABORATORY TEST RESULT S Job Number: 273500 Date: 05/19/2004 CVSTC ER: Conestoga -Rovers and Associates PROJECT: CRA -711 .ADO A.TTN: Stacy Dennis Customer Sample ID: SB -7 (2-4) SB -7 (2-41 laboratory Sample ID: 273900-8 Date Sampled • 05/13/2004 Date Received • 05/15/2004 Time Sampled......; 14:00 Time Received • 09:22 Sale 'Citrix...... Soil TEST METHOD PAR YETEP.ITEST DESCP1PTItiv Chloromethane, Scil- Dibrarochlororrrethane, Soil' 1,1-Dichl©roethane, Soil* 1,2-Dichloroethane, Soil* 1,1-Dichlor.oethene, Soil* 1,2-Dichloroethene (total), Soil* cis-1,2-Dichloroethene, Soil.* trans-1,2-Dichloroethene, Soil* 1,2-Dichloropropane, Soil* Ethylbenzene, Soil* Methylene Chloride, Soil* Styrene, Soil* 1,1,2,2 -Tetrachloroethane, Soil* Tetrechloroer_hene, Soil* Toluene, Soil* 1,1,1 -Trichloroethane, Soil* 1,1,2 -Trichloroethane, Soil* Trichloroethene, Soil' Vinyl Chloride, Soil* Xylenes itotal>, Soil* Acetone, Soil' Carbon Disulfide, Soil* Methyl Ethyl Ketone (2-Autanone), Soil" cis-1,3-Dirhloropropene, Soil* trans-1,3-Dichloropropene, Soil* 2-Eiexanone, Soil* 4-Methyl-2-pentanone (MIER), Soil* SAMPLE RESULT Q 1.73 EU 3.25 EU 2.78 U 3.44 U 3.24 U 5.72 U 2.64 0 3.08 U 2.84 U 2.14 U 2.72 J 2.17 U 1.74 U 2.86 U 2.39 U 2.64 U 3.15 U 2.89 U 2.68 U 5.88 U 3.11 U 2.88 U 3.17 U 2.82 U 3.26 U 2.34 0 2.63 U FLAGS RL DILUTION UNITS RATC31 ' DT DATE/TIME TECH 1.73 10 1.00000 ug/Kg 100681 05/15/04 1805 ydy 3.25 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.78 6 1.00000 ug/4g 100681 05/15/04 1805 ydy 3.44 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 3.24 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 5.72 10 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.64 6 1.00000 u9/Kg 100681 05/15/04 1805 ydy 3.08 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.84 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.14 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.57 10 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.17 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 1.74 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.86 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.39 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.64 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 3.15 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.89 6 1.00000 ug/1g 100681 05/15/04 1805 ydy 2.68 10 1.00000 ug/Kg 100681 05/15/04 1805 ydy 5.88 17 1.00000 ug/Kg 100681 05/15/04 1805 ydy 3.17 10 1.00000 ug/Kg 100681 05/15/04 1.805 ydy 2.88 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 3.17 10 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.82 6 1.00000 ug/Kg 100681 1 05/15/04 1805 ydy 3,26 6 1.00000 ug/Kg 100681 05/15/04 1805 ydy 2.34 10 1.00000 ug/Kg 100681 05/15/04 1805,ydy 2.63 10 1.00000 ug/Kg 100681 05/15/04 1805�ydy • In Description - Dry Wgt. Page 28 11111 I 1101 M NO MS NM Ile ' MI 1111I MN NV IMP 1 1111111 111111 - LABORATORY TEST RESULTS Job Number: 273900 Date: 05/19/2004 CJSTa7ER:. Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sade ID: 58-7 (5-7) SB -7 (5-7) Date Sarpled • 05/13/2004 Time Sampled • 14:05 Sample Matrix. • Soil Laboratory Sample ID: 273900-9 Date Received • 05/15/2004 Tune Received09:22 TEST METHOD Si 2540G Mod. 514 2540G Mod. 1 1% Solids, Soil � Moisture, Soil 1 RAMMER/TEST r. SOIPTIC SW -846 80158 (Total Volatile Petroleum Hydrocarbons 1TVPH as GSD, Soil* SW -046 35508 Extraction (Ultrasonic) DRO IUltrasonic Extraction, Soil` 514-846 80158 I Total Extractable Petroleum Hynrocarbons 1TEPH - as Diesel, Soil' �TEPH - as Motor Oil, Soil* SW -846 82608 1Volatile Organics Benzene, Soil* Brrcmodichlorrmethane, Sail* Brovoform, Soil' Bromomethane. Soil* Carbon Tetrachloride, Soil' Chlorobenzene, Soil* Chloroethane, Soil* Chloroform, Soil* Chloromethane, Soil* Dibromochloromethane, Soil* 1,1-Dichloroethane, Soil* 1,2-Dichloroethane, Soil* 1,1-Dirhloroethe+re, Soil' SAMPLE RESULT 87.1 12.9 253 Complete 7.0 9.5 Q FLAGS MDL 2.61 U 3.25 U 2.95 U 1.31U 2.86 1U 2.96 U 3.02 U 3.03 U 1.77 0 3.32 U 2.84 U 3.51 U 3.31 IU 49.35 2.405383 2.61 3.25 2.95 1.31 2.86 2.96 3.02 3.03 1.77 3.32 2.84 3.51 3.31 P1. DILUTION UNITS BATCH DT DATE/TLE TECH 0.01 1 1 100716 05/17/04 1530 L•rg 0.01 1 6 100716 05/17/04 1530 1::g 1148.45 1.0000 ug/K4 100817 05/18/04 1012 cad 1 100635 05/15/04 1100 mra 9.5 1.000 mg/Kg 100717 05/16/04 2212 jps 9.5 1.000 mg/Kg 100717 05/16/04 2212 jps 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/14g 100681 05/15/04 1832 ydy 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 6 1.00000 ug/K0 100681 05/15/04 1832 ydy 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy • In Description = Dry Wgt. Page 29 Mil I M MI M I MI =II S MS MI MI MI M M I = OM NM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: SB -7 (5-7) 58-7 (5-7) bate Sairpled • 05/13/2004 Tune Sampled • 14:05 Sample Matrix • Soil Laboratory Sample ID: 273900-9 Date Received • 05!15/2004 Time Received - 09:22 TEST METHOD PAJAhI'TE:R/T'EST DESCRIPTION 1,2-Dichloroethene (total), Soil' cts-1,2-Dichlorcethene, Soil' t rates -1, 2-Dichlorcethene, Soil* 1,2-Dichloropropane, Soil' £thylbenzene, Soil* Methylene Chloride, Soil' Styrene, So11' 1,1,2,2 -Tetrachloroethane, Soil' Tetrathloroethene, Soil' Toluene, Soil' 1,1,1 -Trichloroethane, Soil' 1,1,2 -Trichloroethane, Soil' Trichloroethene, Soil' Vinyl chloride, Soli' Xylenes (total), Soil' Acetone. Soil* Carbon Disulfide, Soil' Methyl Ethyl Ketone (2-But.anone), Soil' cis-1,3-Dichloroprcpene, Soil' trans -1, 3-0ichlorcpropene, Soil' 2-Hexanone, Soil' 4-Methy1-2-pentanone (MIBK'}, Soil* SAMPLE RESULT Q 5.85 U 2.70 U 3.15 U 2.91 U' 2.18 U 2.63 13 2.22 U 1.78 U 2.92 U 2.45 U 2.70 U 3.22 U 2.95 U 2.73 U 6.01 U 3.24 U 2.94 U 3.24 U 2.68 U 3.33 U 2.39 U 2.69 U 'FLAG:.; MDL RL DILUTION UNITS BATCH DT DATE/TIME 5.85 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.70 6 1.40000 ug/Kg 100681 05/15/04 1832 ydy 3.15 6 1.00000 uglKq 100681 05/15/04 1832 ydy 2.91 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.18 6 1.00000 ug/Kg 100681 05/35/04 1832 ydy 2.63 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.22 61.00000 ug/Kg 100681 05/15!09 1832 ydy 1.78 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.92 6 1.00000 ug/Kg 100581 05/15/04 1632 ydy 2.45 6 1.00000 ug/Kg 104681 05/15/04 1832 ydy 2.70 6 1.00400 ug/Kg 100681 05/15/04 1832 ydy 3.22 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.95 6(.00000 ug/Kg 1006$1 05/15/04 1832 ydy 2.73 10 1.00000 ug/Kg 100681 05/1.5/04 1832 ydy 6.01 17 1.00000 ug/Kg 100681 05/15/04 1832 ydy 3.24 10 1.00000 ug/Kg 1.00681 05/15/04 1832 ydy 2.94 6 1.00000 ug/Kg 100681 05/15/04 1632 ydy 3.24 10 1.00040 ug/Kg 100681 05/15/04 1832 ydy 2.88 6 1.00000 ug/lig 100681 05/15/04 1832 ydy 3.33 6 1.00000 ug/Kg 100681 05/15/04 1832 ydy 2.39 10 11.00000 ug/Kg 100681 05/15/04 1832 ydy 2.69 10 1.00000 ug/Kg 100681 05/15/04 1832 ydy • In Description = Dry Wgt, Page 30 NMI OM O MS i M M--- MO MP M M M MI= ME LABORATORY' TEST RESULTS Job Number: 273900 tete:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA LORA ATTN: Stacy Dennis Customer Sample ID: 58-7 (34-36) 59-7 34-36' Date Sampled • 05/13/2004 Time Sampled......: 15:15 Sample Matrix • Soil Laboratory Sample ID: 273900-10 Date Received.......: 05/15/2004 Time Received 09:22 TEST METHOD Sts -84G 60108. SW -846 60105 SW -846 30508 SW -846 80155 SW -846 35508 S+4-846 7471A 5W-846 80155 5x4-816 82608 PARANETER/TE'ST DESCRIPTION Thallium (T1), Soil' Zinc 1Zn), Soil' Acid Digestion: Solids, Soil Total Volatile Petroleum iiydrocaraxms TRP11 as GTO. Soil' Extraction (Ultrasonic) EO Ultrasonic Extraction, Soll' Mercury (CW.A) Mercury (Hg), Soil' Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Soil' TEPH - as tbtor Oil, Soil' Volatile Organics Benzene, Soil' Bromcdichloranetl tie, Soil" Bromoform, Soil' Bronurtethane, Soil' Carbon Tetrachloride, So11' Chlorobenzene, Soil' Chloroethane, Soil' Chloroform, Soil* SAMPLE RESULT 0.365 48.5 Carplete 474 Complete 12.3 U 2.577700 U 10 0 2.79 U 3.48 U 3.16 U 1.40 0 3.06 U 3.18 U 3.24 U 3.25 U MDL 0.365 0.1.09 52.88 4.2 2.577708 2.79 3.48 3.16 1,40 3.06 3.18 3.24 3.25 RL 1.7 1.7 DILUTION 1 1 UNITS mg/Kg m9/Kg 1 1230.72 1.0000 ug/Kg 1 53.5 1 ug/Kg 10 1.000 m3/Kg 10 1.000 mg/Kg 6 1.00000 u9/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg 6 1.00000 ug/Kg 10 1.00000 ug/Kg 6 1.00000 ug/Kg BATCH DT DATE/TIME TECH 100818 05/18/04 1228 twr 100818 05/18/04 1228 twr 100744 05/17/04 1230 care 100817 05/18/04 1037 cad 100635 05/15/04 1100 mra 100833 05/18/04 1002 dre 100717 05/16/04 2256 jps 100717 05/16/04 2256 jps 100681 05/15/04 1859 ydy 100681 05/15/04 1859 ydy 100681 05/15/04 1959 ydy 100681 05/15/04 1859 ydy 100681 05/15/04 1859 ydy 100681 05/15/04 1859 ydy 100681 05/15/04 1859 ydy 100681 05/15/04 1859 ydy ' In Description Dry Wgt. Page 32 SI so in me am m um m me us Ns en me I Nia m a us mu LABORATORY TEST RESULTS Job Number:, 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates mum.: 11 A-00LOR O ATTN: Stacy Dennis Customer Sample ID: S8-7 (14-36) S8-7 34-36" Date Sampled......: 05/13/2004 Time Sampled • 15:15 Sample Matrix • Soil Laboratory Saaple ID: 273900-10 Date Received • 05/15/2004 Time Received • 09:22 TEST KETH0L) PARAMETER/TEST DEscRIPTIC 4 SA'j1E Lt RESULT 5 IWTION UNIT'S HATCH DT DATE/TLME TECH Chloromethane, Soil' Dibromoch1orcmethane, Sail* 1,1-Dichluroethane, Soil' 1, 2-Dichloroethane, Soil" 1,1-Dichloroethere, Soil* 1,2-Dlchloroethene (total), Soil" cis-1,2-Dichloroethene, Soil' trans-1,2-Dichlorcethene, Soil" 1,2-Dichlaropropane, Soil* Ethylbenzene, Soil. Methylene Chloride, Soil" Styrene, Soil' 1,1,2,2 -Tetrachloroethane, Soil' Tetrachioreethene, Soil' Toluene, Soil' 1,1,1 -Trichloroethane, Soil' 1,1,2 -Trichloroethane, Soil' Trichloroethene, Soil" Vinyl Chloride, Soil' Xylenes (total), Soil' Acetone, Soil" Carbon Disulfide, Soil' Methyl Ethyl Ketone i2-Butanone), Soil' cis-1,3-Dichloropropene, Soil' trans-1,3-D.chloropropene, Soil' 2-Hexdnone, Soil" 4-Methy1- pentanane {M18K), Soil' 1.90 U 3.56 U 3.04 17 3.77 U' 3.54 U 6.26 U 2.89 U 3.37 U 3.11 U 2.34 U 2.82 U 2.38 U 1.91 U. 3.13 1) 2.62 U 2.89 U. 3.45 0l 3.16 U 2.93 U 6.44 U 3.47 U 3.15 U 3.47 0 3.09 U 3.57 U 2.56 U 2.88 U 1.90 10 11.00000 ug/Kg 100681 05/15/04 18591ydy 3.56 6 1.00000 ug/Kg 100681 05/15/04 1859 ydy 3.04 6 +1.00000 ug/Kg 100681 05/15/04 18591ydy 3.77 6 11.00000 ug/Kg 100681 05/15/04 1859'ydy 3.54 6 1.00000 ug/Kg 100681 05/15/04 18591ydy 6.26 10 11.00000 ug/Kg 100681 05/15/04 18591ydy 2.89 6 1.00000 ug/Kg 100681 05/15/04 18591ydy 3.37 6 1.00000 ug/Kg 100681 05/15/04 18591ydy 3.11 6 11 1.00000 ug/Kg 100681 05/15/04 18591ydy 2.34 6 1.00000 ug/Kg 100681 05/15/04 18591ydy 2.82 10 1.00000 ug/Kg 100681 05/15/04 18591ydy 2.38 6 1.00000 ug/1g 100681 05/15/04 1859�ydy 1.91 6 1.00000 ug/Kg 100681 05/15/04 1859 ydy 3.13 6 1.00000 ug/Kg 100681 05/15/04 18591ydy 2.62 6 1.00000 ug/Kg 100681 05/15/04 1859�ydy 2.89 6 1.00000 ug/Kg 100681 05/15/04 18591 ydy 3.45 6 1.00000 ug/Kg 100681 05/15/04 1859 ydy 3.16 6 1.00000 ug/Kg 100681 05/15/04 1859�ydy 2.93 10 1.00000 ug/Kg 100681 05/15/04 1859 ydy 6.44 18 1.00000 ug/Kg 100681 05/15/04 18591ydy 3.47 10 1.00000 ug/Kg 100681 05/15/04 16591ydy 3.15 6 1.00000 ug/Kg 100681 05/15/04 1859� 1.00000 ug/Kg 100681 05/15/04 1859ydy 3.47 10 ydy 3.09 6 1.00000 ug/Kg 100681 05/15/04 1859'ydy 3.57 6 1.00000 ug/Kg 100681 05/15/04 1859'ydy 2.56 10 1.00000 ug/Kg 100681 05/15/04 1859'ydy 2.88 10 1.00000 ug/Kg 100681 05/15/04 1859�ydy I 1 I • in Description - Dry Wgt. Page 33 gni I MN NM MI I MI M M 1111111 i M IIIIIII 111111 NM MI M NM LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis customer Sample ID: FB -1 FIELD BLANK Date Sampled......: 05/13/2004 Time Sampled......: 14:30 Sample Matrix • Field Blank Laboratory Sample ID: 273900-11 Date Received • 05/15/2004 Time Received • 09:22 TEST METHOD SW -846 60108 SW -846 60108 SW -846 6010E SW -846 60108 SW -846 6010E SW -845 60108 SW -846 60108 SW -845 50108 SW -846 60108 SW -846 60108 SW -846 60108 SW -846 60108 5W-846 60108 SW -846 7470A SW -845 3010A PARAMETER/TEST DESCRIPTION Antimony (Sb), Water Arsenic (As), Water Barium (Ba), Water Beryllium (Be) , Water Cadmium (Cd), Water Chromium (Cr), Water Copper (Cu), Water Lead (Pb), Water Nickel (Ni), Water Selenium (Se), Water Silver (Ag), Water Thallium (T1), Water Zinc (2n), Water Mercury (Hg), Water Acid Digestion, Water SAMPLE RESULT 0.00700 0.00684 0.0115 0.0008 0.00926 0.00264 0.00352 0.00418 0.00358 0.00738 0.00244 0.00938 0.0307 0.089 Complete Q�FLAGS ul ul U U it u u D 8 8 MDL 0.00700 0.00684 0.0115 0.0008 0.00926 0.00264 0.00352 0.00418 0.00358 0.00738 0.00244 0.00938 0.00516 0.031 RL 0.10 0.040 0.040 0.01 0.01 0.020 0.020 0.020 0.040 0.080 0.020 0.060 0.060 0.20 DILUTION 1 1 1 1 1 1 1 1 1 1 1 1 UNITS mg/L mg/L mg/L mg/L mg/L mg/L rng/L mg/L mg/L mg/L reg/L mg/L mg/L ug/L BATCH DT 100721 100721 100721 100721 100721 100721 100721 100121 100721 100721 100721 100721 100721 100736 100666 DATE/TIME TECH 05/17/04 1309 twr 05/17/04 1309 twz 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1309 twr 05/17/04 1443 d'me 05/17/04 1030 twr In Description = Dry mgt. Page 34 tate: 05/ 19/2004 0 0 Crl M 0 • 4 v.r.r Tr `7 cr V cr ar r r Cr r r fl mfr '7 ^' yr er Tr Q 3 V N M 41 Yi1 41 Jl 41 41 41 9(1 41 41 41 41 41 lit ul 9(1 un un .11 .1 .fl u3 ul 41 111 41 N N Cy rY N N N N 04 M eu Cy N eu N N N M N ny nl N N C'3 ry eu eu -4 4 ..... x♦ ,-. 0 r! .-4 ,4 r4 .-1 .. 4 .. 4 .a .ti ri ,4, 4.4 '7 r.? c r 4.3.'7 - V' V. -..17 7'3. cr Yv V'4rr a a' C.46000000666666 0 0 0 0 0 0 60066600 9 ui SIl ui 1fl U . n 9 3) 9(1 n u1 u1 n u1 .rl N u1 IP ul Irl 9(l 4) Ul ui u3 41 9(1 4 4 4 4 4 4 4 4 4 ri .-1 rl rM ri .--1 4 4. 1 4 4 4 4 .-. 4 4 u1N U3 Ill 1f1 41 ul 9(1 Irl .n 91 41 .n u1 9(1 1f7 CI0 0 0 0 O 0 6 0 0 0 .11 <D 0 0 Co0 O D u1 9(1 C1 9(1 Y1 u1 ul 0 C1 0 0 0 0 0 4 0 0 0 0 0 0 41'9 l0 \a 47'10 9m .47 47 .v 1Q 1D WD l71U WP 1R .9,o+,o 1D 10 ID QD W 1D m W GS44 OD W 4141 p3 4 as M M M+Dm3C114 (0 441994199441 •D W W1 %D V3 17 W0 16 1D 17 'l9 4 ID 41 ' '4+,0 v) l0 W11 1A 10 W C-0,0 u3 V3 1D CD 0 0 0 0 0 0 0 Cl 0 4 0 0 0 6 0 0 0 0 0 CD 0 0 0 0 0 0 0 4 400 0 00 D 0000000 0 C O DO 0 D 004000 .~ --r rr 4r+.. 444 4.T.,$ r-1 4.--14 4444 n-4 r4 as wtr. i�1��.O�i�t -4 i.�]-- e iaa baa,-+? 0 0 6 6 4 0 0 6 O D 0 CD 0 0 0 C3 0 0 0 0 0 0 0 0 4 4 6 0 0009 0 00 40 0 0 CD O CJ 0 00090 0 0 0 6 D 04 0 0 049 93 CD 0 000000 0 0000993 0 400 D D 0 CD 0 0 0 0 0 0 0 0 0 0 0 4 0 6 0 0 0 9 0 0 0 4 0 4 4 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 O O D O O O 0 0 0 0 O D O 0 4 0 .'i .+ r1 r-.. 0 .--f r4 r1 1,4 0 w 4 4 .-1 4 r41 .-i 4 .1 r4.-4.4.4 4 0 0 4 0 0 0 0 4 0 0 4 0 6 6 0 C1 CD 0 0 0 0 C1 0 0 0 0 0 0 ri 4 0 N rV 0 CV '4 rti .-1 4 .-. 4 4 4 4 .-1 4 w 4 .-4 4 4 4 4 N r'1 N 114.D 99 ul N C14 Tr 1'1 r- al l9 [^191191 r 01 Ir r r r .11 G1 un 43 M US v 0 4 0 Q N r.3 N 04 4 4 4 4 r'1 CV N 4 r (9 0 4 4 4 4 (4 .-a r c11 13 0• C?.3 C}0 O0 CD C7 C7 Ca C7 Ca CD OCD C •0 00 CD CD CD C7 CD :305 "0000 000 4 00 00000.-a 0 0000 0 0 0 m 1Pm41N M4.rmr-11112 P' 11+1 N r 41 sr C^ r r.+ - _ - - O•-+ .4 V, ON N 0e4 N 0444 r- CO 44 r-.. - 0 0 0 0 0 0 0 CD 4 0 0 0 0 0 0 0 0 0 0 0 C3 0 0 0 0 0 0 4 d 1▪ 1 • 11 D' 43 ,4L a.. a m a '4 .3 m maw Or' m 3� CUU�C 11 iy. 3 3 O~ g O "lL� R,� 6 8 .-1 >. Itl y P. ,. c3 111. fS�] ?�)1 yry d 5 4 tl1 rtf s` 1 8 D 5 1 14 61 44 1..1 Fa p1 I. �1 C 8 O D D -I N 4 94 .0 G 'r1 ♦1 .! ) O ry 4 C ( l C H O O" �D l� P •D .0 +•+ H O. Itl J 2 l L dJ fD E .0 •-1 -4 !4 !4 .1 I -I 9 3 N 4 U-1 0 D e. 3 C u "ap�.G444 GJ N.L-I �+ yC N _.y. O •y P t 1111 w E U U U N .-i. U 11 N "Pi' H 0� N N •1 ga. OOO8 •+ .I .1 -1 F. c99 f.0 +11 aJ 1. 0 u - 1 ry I Q b ^i •4 3 r+ r' .0 .r G 9 0 0 9 D N I I I 1 1 ,...g" > . ti 7 .- T Dl H Cyy 1M9 -4 4 V 4.1 N .-. .'A 4 -N Sr y g lA RS Ai O Ut9 V V 6Ar. r-1.-: U .1.-i (012 N.: Ff-.-1.4 i -73C I - MN G - NM M M M - UM MI M I M- LABORATORY TEST RESULTS ,Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PPOJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: FB -1 FIELD BLANK Laboratory Sample IA: 273900-11 Date Sampled • 05/13/2004 Date Received • 05/15/2004 Time Sampled 14:30 Time Received 09:22 Sample Matrix Field Blank TEST METiiOD PARAMETER/TEST DESCRIPTION SAMPLE RESULT Q FLAGS MDL RL DILUTION UNITS FIAT CII DT DTE/TIME TECH Carbon Disulfide, Water cis-1,3-Dichloropropene, Water trans-1,3-Dichloropropene, Water Methyl Ethyl Ketone (2-Butanone), Water 2-Hexanone, Water 4-Methy1-2-pentanone (IIHF , Water 1,2-Dichloroethene (total), Water 0.30 0 0.14 U 0.14 U 0.34 U 0.29 U 0.14 U 0.39 U 0.30 0.14 0.14 0.34 0.29 0.14 0.39 1.0 1.00000 ug/L 100686 05/15/04 1254 yxl 1.0 1.00000 ug/L 100686 05/15/04 1254 yxl 1.0 1.00000 ug/L 100686 05/15/04 1254 yxl 2.0 1.00000 ug/L 100686 05/15/04 1254 yxl 2.0 1.00000 uq/L 100686 05/15/04 1254 yxl 2.0 1.00000 ug/L 100686 05/15/04 1254 yxl 1.0 1.00000 ug/L 100686 05/15/04 1254 yx1 * In Description = Dry Fgt. Page 36 r4 Ca 0rn[ rn NDt 0' CC CC r r I r r r r CD C 0 49 0 Ca m 0010 0, S7 007 Gate: 05/19/2004 N 0 IN o i C7 v} N rn.-4ry rl ^, .. r t71 N 00 0 A ' lw sv 2 05/17/04 1212 05/15/04 1400 05/17/04 1000 PA Mina e4 Ch Ch CR Ch Q 17 ,4 rY r4 M -4 ri ef7 -. N 4 r l r4 000 0 0 £7000 4 4 O 0 r- r- -4 N ul alal 0 3 0000 C) 00 nom 0 0 *If 0 0 43 04CD CD en ul al US 30 C+ CO - e Q a H N 1--N 0 0 0 0 0 . 4 4 W .-4 .4 H a as aaa.3 .4 .1 0* SQ¢ 00 C3.C0 0000 CD 0O C3 C3000* C> 6 00 G 0 0* O C7 10 o CJ o ti _41,4 .-t --1. rw N r4 afl vl al al al al 00 lf7 a/ iYM Cr. o en ON CI CFI rn Q 47 C7 0 0 0 0 0 0 0 vol al CO aamY m.r 0,1 .4. 4 0* NB'NNN.4.4 eft O 0 0 0 0 0 0 t7 O Z3 00 aaDa»M c® ve or. N ef4 4 c N • ul 0 0' 4 Sl I.,17 O m m -4 ..4 ti W PI a'<0407e OOP 07000 40 SA46 t1015 846 3510C AG v' SW -846 8082 MI I I = MN MI r MB = 'MI IM ® I= NM MI LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: Stacy Dennis Customer Sample ID: RB -1 RINSATE BLANK Laboratory Sample ID: 273900-13 Date Sampled • 05/13/2004 Date Received • 05/15/2004 Time Sampled • 15:15 Time Received • 09:22 Sample Matrix • Rinse Blank. TEST METHOD PARAMETER/TEST DESCRIPTION SAMPLE RESULT Q FLAGS MDL SW -846 80158 5W546 8015 SW -846 3510C SW -846 80158 SW -846 8082 SW -846 8260B Total Volatile Petroleum Hydrocarbons TVP1{ as GAO, Water Extraction (Sep Funnel) 8015 Diesel Separatory Funnel Liq/Liq Extraction, Water Extraction (Sep, Funnel) PCBs Separatory Funnel Lig/Lig Extraction, Water Total Extractable Petroleum Hydrocarbons TEPH - as Diesel, Water TEPH - as Motor Oil, Water PCB Analysis Aroclor 1016, Water Aroclor 1221, Water Arcclor 1232, Water Aroclor 1242, Water Aroclor 1248, Water Aroclor 1254, Water Aroclor 1260, Water Volatile Organics (25mL purge) Benzene, Water Brcxrodichloromethane, Water Brcmoform, Water Brcim u,ethane, Water Carbon Tetrachloride, Water Chlorobenzene, Water 5.45 Complete Complete 1.2 0.25 0.19 0.45 0.25 0.29 0.15 0.14 0.15 0,08 0.16 0.18 0.45 0.22 0.13 U U U U U U U u U 5.45 0.088548 0.19 0.45 0.25 0.29 0.15 0.14 0,15 0.08 0.16 0.18 0.45 0,22 0.13 RL DILUTION UNITS BATCH DT DATE/TIME TECH { 50.0 1.0000 ug/L 100812 05/17/04 1238mht 1 1 100685 05/15/04 1400[mra 1 I. 1 100793 05/14/04 1100mra 0.25 1.000000 a9/L 100742 05/17/01 15011jps 0.25 1.000000 mg/L 100742 05/17/01 15017pe 1.0 1,0000 ug/L 100792 05/17/04 0141'mep 1.0 1.0000 ug/L 100792 05/17/04 0141mep 1.0 1.0000 ug/L 100792 05/17/04 01411mep 1.0 1.0000 ug/L 100792 05/17/04 01411mep 1.0 1.0000 ug/L 100792 05/17/04 0141mep 1.0 1.0000 ug/L 100792 05/17/04 01411mep 1.0 1.0000 ug/L 100792 05/17/04 0141Imep 1.0 1.00000 ug/L 100686 05/15/04 1325!yx1 1.0 1.00000 ug/L 100686 05/15/04 13251yxl 1.0 1.00000 ug/L 100686 05/15/04 1325 yxl 2.0 1.00000 ug/L 100686 05/15/04 1325yx1 1.0 1.00000 ug/L 100686 05/15/04 1325'yxi 1.0 1.00000 ug/L 100686 05/15/04 13251yx1 * In Description m Dry Wgt. Page 38 MI MI = M 1111 M IM = OM = = MN LABORATORY TEST RESULTS Job Number: 273900 Date:05/19/2004 CUSTOMZR: Cinestd -Rovers and Associates PROJECT: CORA-00L.::,P1 7 ATTN: Stacy Dennis Customer Sample ID: RB -1 RINSATE BLANK Gate Sampled • 05/13/2004 Tine Sampled 15:15 Sanl+ie Matrix.....: Rinse Blank Laboratory Sample ID: 273900-13 Date Received • 05/15/2004 Time Received • 09:22 TEST METhO PARAMETER/TEST DF_SCRIPTICG SAMPLE RESULT MDL RL DILUTION UNITS BATCH DT DATE/TIA's ;TECH Chloroethane, Water Chloroform, nater Chloromethane, Water Dibrarcxhlorocaethane, Water 1,1-Dichluroethane, Water 1,2-Dichloroethane, Water 41-Dichloroethene, Water cis-1,2-D1chloroethene, Water trans-1,2-Dichloroethene, Water 1,2-Dichloroprapane, Water Ethytenzene, Water Methylene Chloride, Water Styrene, Water 1,1,2,2 -Tetrachloroethane, Water Tetrachloroethene, Water Toluene, Water 1,1,1 -Trichloroethane, Water 1,1,2 -Trichloroethane, Water Trichlo_riethene, Water Vinyl Chloride. Water Xylenes (total), Water Acetone, Water Carbon Disulfide, Water cis-1,3-Dichloroprapene, Water trans-1,3-0ichlorapropene, Water Methyl Ethyl Ketone (2-Butanone), Water 2-Hexanone, Water 4-Methy1-2-pentancne (MIBK), Water 11,2-Dichloroethene (total), Water 0.21 0.24 0.13 0.17 0.15 0.16 0.33 0.23 0.25 0.17 0.15 0,74 0.87 0.17 0.17 0.15 0.19 0.15 0.26 0.18 0.46 0.94 0.30 0.14 0.14 0.34 0.29 0.14 0.39 U u 0.21 0.24 0.13 0.17 0.15 0.16 0.33 0.23 0.25 0.17 0.15 0.74 0.87 0.1.7 0.17 0.15 0.19 0.15 0.26 0.18 0.46 0.94 0.30 0.14 0.14 0.34 0.29 0.14 0.39 2.0 1.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 3.0 2.0 1.0 1.0 1.0 2.0 2.0 2.0 1.0 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 ug/L ug/L ug/L ug/L uq/L ug/L ug/L uq/L uq/L ug/L ug/L ug/L ug/L uq/L ug/L ug/L ug/L ug/L ug/L ug/L uq/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L uq/L 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 100686 05/15/04 13251yx1 05/15/04 1325tyx1 05/15/04 1325Iyx1 05/15/04 1325yxl 05/15/04 1325 yx1 05/15/04 13251yx1 05/15/04 13254yx1 05/15/04 1325,yx1 05/15/04 13251yx1 05/15/04 1325'yxl 05/15/04 1325'yxl 05/15/04 1325'yxl 05/15/04 1325Iyxl 05/15/04 13251yx1 05/15/04 13251yx1 05/15/04 1325yx1 05/15/04 1325 pa 05/15/04 1325yx1 05/15/04 1325yx1 05/15/04 13251yx1 05/15/04 13251yx1 05/15/04 1325'yxl 05/15/04 1325yx1 05/15/04 1325Iyx1 05/15/04 1325 yxl 05/15/04 1325yx1 05/15/04 1325Iyxl 05/15/04 1325yx1 05/15/04 13251yx1 • In Description Dry Wgt. Page 39 QUALITY CONTROL RESULTS Job Number.: 273900 Report late.: 05/I9/2004 S'IC]NER : Cones!. -Rovers and Associates PROJECT: CRA-COL1PADO ATTN: Stacy Dennis Test Method - SM 2540G Mod. Analyst...: lag Method Description.: Moisture (Total + Fixed Solids, Ash) Units • 1 Test Code.: SLID Parameter......._..: t Solids Eatch(s)...: 100716 QC Lab ID Reagent QC Result QC Result True Value Orig. Value Calc. Result . Limits F Date Time MB 0.0000 05/17/2004 1530 DU 273900-2 80.1965 79.3538 1.1 10.0 05/17/2004 1530 DU 273900-3 88.7778 89.1040 0.4 10.0 05/17/2004 1530 DU 272862-1 12.5501 12.1526 3.2 10.0 05/17/2004 1530 MB 0.0000 05/17/2004 1530 Test Method • s14-846 9012A Analyst...: ras Method Description.: Cyanide (Colorimetric, auto/ man. distil Units • ug/L Test Code.: CNA,TC Parameter • Cyanide, Amenable to Chlorination (ATC) Batch(s)...: 100699 QC Lab ID Reagent QC Result QC Result True Value Orig. Value Calc. Result • limits F Date Time 200 WCS31055 7349969. 05/17/2004 1147 300 WCS31054 10912071 05/17/2004 1147 100 WCS31056 3706170. 05/17/2004 1148 40 WCS31057 1501075. 05/17/2004 1149 20 14531058 756230.0 05/17/2004 1150 10 WC.S31059 388595.0 05/17/2004 1150 0.0 0.000000 05/17/2004 1151 ICV tCS31052 101.5537 100.0000 101.6 90.0-110. 05/17/2004 1153 ICs -0.90937 05/17/2004 1154 MB -0.90937 05/17/2004 1155 PS TVCS31051 300.2821 299.940012 100.1 75.0-125. 05/17/2004 1156 R5 WCS31051 40.01754 40.000000 100.0 75.0-125. 05/17/2004 1156 GCS WCS31051 97.91225 100.000000 97.9 90.0-110. 05/17/2004 1157 DU 273900-1 -0.15598 -0.21251 0.04653 10.00000 05/17/2004 1158 MS 273900-1 1CS31051 103.6649 100.000000 -0.21251 103.9 80-120 05/17/2004 1159 CCV W1S31052 101.8150 100.0000 101.8 90.0-110. 05/17/2004 1202 CCB -0.90937 05/17/2004 1203 MS 273858-1 FCS31051 100.9476 100.000000 5.488425 95.5 80-120 05/17/2004 1209 DU 273858-1 5.973262 5.488425 0.484837 10.000000 05/17/2004 1209 CCV WCS31052 101.7520 100.0000 101.8 90.0-110. 05/17/2004 1211 CCB -0.90937 05/17/2004 1211 CCV WCS31052 100.9881 100.0000 101.0 90.0-110. 05/17/2004 1216 CCB -0.90937 05/17/2004 1217 Test Method SW -846 9012A Method Description.: Cyanide (Calorimetric, auto/ man. distil Units • ug/L Parameter ..: Cyanide, Total eatch(s)...: 100687 Analyst.... ras Test. Code.: CNT QC Lib ID Reagent Q Result )C Result_ True Value Orig. Value Calc. Result ' Lun is F Date Time 300 WCS31054 10912071 200 WCS31055 7349869. 100 WCS31056 3706170. 40 WCS31057 1501075. 10 L'CS31059 388595.0 20 WCS31058 756230.0 0.0 0.000000 1CV WCS31052 101.5537 103 -0.90937 300.0000 200.0000 100.0000 100.0000 101.6 90.0-110. 05/17/2004 1147 05/17/2004 1147 05/17/2004 1148 05/17/2004 1149 05/17/2004 1150 05/17/2004 1150 05/17/2004 1151 05/17/2004 1153 05/17/2004 1154 Page 40 • Jo.1 REC, P=RPD, A=ASS Diff., 0=1. Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Dates 05/19/2004 CUS1t14k7.: Conestoga -Ravers and Associates PROJECT: CRA-cOLCPADC? ATTN: Stacy Dennis Test Method • SW -846 9012A Method Description.: Cyanide (Calorimetric, auto/ man. distil Units • ug/L Parameter • Cyanide, Total Batch(s)...; 100687 Analyst...: ras Test Code.: CI7d' QC ddb ID Reagent QC Result QC Result True Value Orig. Value talc, Result * Limits F Date Time MB -0.90937 RS :+0531051 300.2821 RS WCS31051 40.01754 LCS WCS31051 97.91225 DU 273900-1 --0.16598 MS 273900-1 tCS31051 103.6649 CCV w.533052 101.8150 CCB -0.90937 DU 273858-1 5.973262 45 273858-1 WCS31051 100.9476 CSA WCS31052 101.7520 CCB -0.90937 AME 273758-1 -0.90937 CCV WCS31052 100.9881 CCS -0.90937 299.940012 40.000000 100.000000 100.000000 100.0000 100.000000 100.0000 100.0000 05/17/2004 1155 100.1 75.0-125. 05/17/2004 1156 1D0.0 75.0-125. 05/17/2004 1156 97.9 90.0-110. 05/17/2004 1157 -0.21251 0.04653 10.00000 05/17/2004 1158 -0.21251 103.9 80-120 05/17/2004 1159 101.6 90.0-110. 05/17/2004 1202 05/17/2004 1203 5.488425 0.484831 10.000000 05/17/2004 1209 5.488425 95.5 80-120 05/17/2004 1209 101.8 90.0-110. 05/17/2004 1211 05/17/2004 1211 05/17/2004 1213 101.0 90.0-110. 05/17/2004 1216 05/17/2004 1217 Test Method......... SM 2540G 1' d. Method Description.: Moisture (Total + Fixed Solids, Ash) Units .: d Parameter . Moisture Bat his)...: 100716 Analyst..... 'mg Test Code.: MOIST QU Lab ID Reagent QC Result t,. P.e::uit True V 1ue Oriy. Value cal. FesulL Lijru.ts F Date Time W 273900-2 W 272862-1 W 273900-3 1.9.8035 87.4499 11.2222 20.6462 87.8474 10.8960 4.2 0.5 2.9 10.0 10.0 10.0 05/17/2004 1530 05/17/2004 1530 05/17/2004 1530 Page 41 t= REC P. RPD, A -ABS Diff., De% Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates COLORADO ATTN: Stacy Dennis QC Type Description Reag. Code Lab ID Dilution Factor Date Time Test Method • SW -846 8015E Units.......... ... ug/L Method Description.: Total Volatile Petroleum Hydrocarbons Batch(s)...: 100812 100817 Analyst.... mht 0vV Continuing Calibration Verification HX030304A 100812-1 05/14/2004 0934 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits TVPH as CSO 222.812 250.000000 89.1 85.0-115.0 CCV Continuing Calibration Verification BX030304A 100812-2 05/14/2004 1606 Parameter/Test Description QC Result QC Result True Vaiue Orig_ Value Calc. Result " Limits F TVPH as GRO 232.636 250.000000 93.1 85.0-115.0 ccv Continuing Calibration Verification BX030304A 100812-3 05/14/2004 2005 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F TVPH as GRO 237.559 250.000000 95.0 95.0-115.0 CCV Continuing Calibration Verification BX030304A 100812-4 05/17/2004 0935 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits TVPH as GPO 234.483 250.000000 3.8 85.0-115.0 F CCV Continuing Calibration. Verification BX030304A 100812-5 05/17/2004 1633 Parameter/Test Description QC Result GC Result True Value Orig. Value Calc. Result • Limits TVPH as GRO 242.385 250.000000 97.0 85.0-115.0 F ICS Laboratory Control Sample BXS050704F 100612-1. 05/14/2004 1041 Parameter/Test Description QC Result QC Result True Value Crig. Value Calc. Result • Limits F TVPH as GRO, Water 200.355 250.000000 90.1 78-140 LCS Laboratory Control Sample BXS050704F 100812-2 05/17/2004 1606 Paraneter/Test Description QC Result QC Result True Value prig. Value Calc. Result • Limits F TVPH as GRD, Water 247.633 250.000000 99.1 Page 42 1=% REC, R -RFD, A'ABS Diff., D=% Diff. 78-140 QUALITY CONTROL RESULTS Sob Number.: 273900 Report Date.: 05/19/2001 CilST{7h4:;R: Conestoga -Rogers and Associates PROJECT: CRA-<DWPADi3 ATTN: QC Type Description Reag. Code lab ID Dilution Factor Rate Time MB Method Blank 100812-1 05/14/2004 1122 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F TVPH as GRO, Water ND MB Method Blank 100812-2 05/17/2004 1130 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F TVPH as GPA, Water ND Matrix Spike 5.X030304A 1 273589-1 05/14/2004 1506 Parameter/Test iption QC Result QC Result True Value Orig. Value Calc. Result • Limits 7' TVPH as GRO, Water 242.431 250.000000 ND 97.0 70-130 MB Matrix Spike BX030304A 273900-12 05/17/2004 1513 Parameter/Test Description QC Result QC Result rue Value (frig. Value Calc. Result • Limits F TVPH as GRD, Water 234.979 250.000000 ND 94.0 70-130 MSD Matrix Spike Duplicate BX030304A 273589-1 05/14/2004 1540 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc_ Result • Limits F TVPH as+CRA, Water 225.222 242.431 250.000000 ND 90.1 7.4 20 70-130 MSD Matrix Spike Duplicate BX030304A 273900-12 05/17/2004 1539 Parameter/Test Description QC Result QC Result True Value Orig. Value Ca1c. Result • Limits F TVPH as GRO, Water 252.626 234.979 250.000000 ND 101.1 7.2 20 70-130 Continuing Calibration Verification SCGV970 100817-1 05/17/2004 1010 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F TVPH as GRO, Water 224.017 2'50 89.6 Page 43 • !_% REC, R=RPD, A=ARSB Diff., I % Diff. 85.0-115.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTCHER: Conestoga -Rovers and Associates PROJECT: C3 (X)1ARALO ATTN: QC Type Description F.eag . Code Lab ID Dilution Factor Date Time C.CV Continuing Calibration Verification SCCV970 100917-2 05/17/2004 1743 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc, Result • Limits F NPN as GRO, Water 239.939 250 96.0 85.0-115.0 Continuing Calibration Verification SCCV970 100917-3 05/17/2004 18C8 Parameter/rest Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F TVPH as GRO, Water 236.071 250 94.4 85.0-115.0 CCV Continuing Calibration Verification SCCV970 160917-4 05/18/2004 0936 Parameter/Test Description QC Result QC Result True Value Orig. Value Cale. Result • Limits F TVPH as GRO, Water 236.662 250 94.7 85.0-115.0 CCV Continuing Calibration Verification SCCV970 100917-5 05/16/2004 1153 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F TVPH as GRO, Water 247.760 250 99.1 85.0-115.0 LCS Laboratory Control Sample RXS051704B 100817-1 05/17/2004 1049 Parameter/Test Description QC Result CC Result True Value Orig. Value Calc. Result • Limits F TVPH as GRO, Soil 217.021 250.000000 86.8 49-151 MB thud Blank 100817-1 05/17/2004 1149 Parameter/Test Description QC Result QC Result True Value Criq. Value Calc. Result • Limits F TVPH as GRO, Soil ND Matrix Spike BX110503A 273900-8 05/16/2004 1102 Parameter/Test Description IX Result QC Result True Value Orig. Value Laic. Result • Limits F TVPH as GRO, Soil 214.354 250.000000 ND 85.7 50-150 MSD __ 1 Matrix Spike Duplicate BX110503A 273900-8 05/18/2004 1128 Parameter/Test tescription QC Result QC Result rrue Value Crig. Value Calc. Result • Limits F TVPH as CRO, Soil 208..087 214.354 250.000000 ND 83.2 50-150 3.0 20 Page 44 • k % REC, F1 RPD, ArABS Diff., D=% Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date,: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date Time Test Method • SW -646 7470A Method Description.: Mercury (CVAA) Units • uq/L Batch (s)...: 100736 100833 Analyst.... CCB Continuing Calibration Blank 05/17/2004 1407 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0.04237573 CCB Continuing Calibration Blank 05/17/2004 1425 Paraireter/Test Description QC Result QC Result True Value Orig. Value Cala. Result ' Limits F Mercury (Hg) 0.03376452 CCB 1 Continuing Calibration Blank 05/17/2004 1441 Parameter/Test Description. QC Result QC Result True Value Orig. Value Calc. Result * Limits F Mercury (Hg) 0.05150337 CCB Continuing Calibration Blank 05/17/2004 1459 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result . Limits F Mercury (Hg) 0.05954400 CCB Continuing Calibration Blank 05/17/2004 1516 Parameter/Test Description. QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0.06697263 C B Continuing Calibration Blank 05/17/2004 1523 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Mercury (Hg) 0.05151693 ccu Continuing Calibration Verification MSHGICV2 05/17/2004 1405 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 2.94759697 3.0000 98.3 Page 45 * 's=# REO, R=RPD, A=ABS Diff., 0a% Diff. 90.0-110.0 QUALITY CONTROL RESULTS .: 273900 Report ate.: 05/19/2004 cUSTCMOR: Ccd:. ,toga -Rovers and Associates PRCOE.CT: CPA -COLON= ATLN: Cc Type Description Reag. Code Lab ID Dilution Factor Date Time 1 Continuing Calibration Verification MSHGICV2 1 05/17/2004 1423 Parameter/Test Description QC Result QC Result True Value Orig. Value C.sic. Result * Limits F Mercury (Kg) 2.93531552 3.0000 97.8 90.0-110.0 CCV Continuing Calibration Verification MSHG1CV2 05/17/2004 1439 Parameter/Test Description GC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 3.04641094 3,0000 101.5 90.0-110.0 CCV Continuing Calibration Verification tEHGICV2 05/17/2004 1457 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 3.00315374 3.0000 100.1 90.0-110.0 CCV Continuing Calibration Verification NSHGICV2 05/17/2004 1514 Parameter/Test Description QC Result QC Result True Value Oriq. Value Cale. Result • Limits F Mercury (Hg) 1co/ 3.02538687 3.0000 100.8 90.0-110.0 Continuing Calibration V_rificatio KSi4G1CV2 05/17/2004 1521 Parameter/Test Description QC Result QC Result True Value Orig. Value Cale. Result • Limits F Mercury (Hg) 3.03934717 3.0000 101.3 90.0-110.0 CRA. Contract Required Detection Limit MSH:7CR1 05/17/2004 1404 Parameter/Test Description QC Result QC Result True Value Oriq. Value Calc. Result • Limits F Mercury (Hg) 0.17781340 0.200 88.9 50.0-150.0 r Extraction Blank 100633-2 05/17/2004 1445 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0.09460775 FB Extraction Blank 100502-1 05/17/2004 1449 Parameter/Test Description QC Result QC Result True Value Oriq. Value Cale. Result Limits F Mercury (Hg) 0.05082593 Page 46 " 4=i REC, R=RPD, A=ABS Diff., 1 Mfr. QUALITY CONTROL, RESULTS Jab Number.: 273900 Report Pate.: 05/19/2004 CUSTOMZR: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Reag. Code Lab= Dilution Factor Date Time ICB Initial Calibration Blank 05/17/2004 1402 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg} 0.00749537 ICV Initial Calibration Verification MSHGICV2 05/17/2004 1400 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 2.98839953 3.0000 99.6 95.0-105.0 Lebo 0 Control Sample MSHGiC'V2 100729 05/17/2004 1411 Parameter. Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Mercury (Hg) 2.98564067 3.0000 99.5 90.0-110.0 MD Method Duplicate 273688-1 05/17/2004 1414 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury Oig), Water 0.01370271 0.03084488 0.03084488 0.01714217 0.20000000 Method Duplicate 858-2 5/17/2004 1433 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits Mercury (Hg), Water 0.03495867 0.04832450 0.04832490 0.01336623 0.20000000 Matrix Spike MSHGICV2 273688-1 05/17/2004 1416 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury Nig) , Water 2.92739332 3.0000 0.03084488 96.6 75-125 Matrix Spike MSHGICV2 273858-2 05/17/2004 1435 Parameter/Test Description QC Result QC Result Mercury (Hg). Water 1.81751655 True Value Orig. Value Calc. Result • Limits F 3.0000 0.04832490 59.0 75-125 a Mtrix Spike MSHGICV2 273199-5 05/17/2004 1453 Parameter/Test Description QC Result QC Result True Value Orig. Value calc. Result • Limits F Mercury (Hg), TCLP 3.48179596 3.0000 0.05895852 114.1 Page 47 • t=i REC, R -RPD, A=ABS Diff_. D='t Diff. 75-125 QUALITY CONTROL RESULTS .lob Number.: 273900 Deport Date.: 05/19/2004 CUSTc*ER: Conestoga -Rovers and Associates PROJECT: ORA -COLOR DO ATTN: QC Type Description Reaq. Code Cab ID Dilution Factor Date T MSD Matrix Spike Duplicate 1.4SilGICV2 273688-1 05/17/2004 1418 Paraaeter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Mercury (8g), Water 2.89212524 2.92739332 3.0000 0.03084488 95.4 1.2 20 75-125 F MSD Matrix Spike Duplicate MS 273858-2 05/17/2004 1436 Parameter/Test Description QC Result cC Result True Value Orig. Value Calc. Result ' Limits MerUury 589), Water 1.81382508 1.81751655 3.0000 0.04832490 58.9 0.2 F 75-125 a 20 /SR Matrix Spike Duplicate MSHGICV2 273199-6 05/17/2004 1455 Parameter/':est Description QC Result QC Result True Value Orig. Value Calc_ Result • Limits F Mercury (Hg), MLR 3.65337735 3.48179596 3.0000 0.05895852 119.8 4.9 20 75-125 PB Prep. Blank 100729 05/17/2004 1409 Parameter/Test Description QC Result True Value Oriq, Value Calc. Result • Limits Mercury (8g) 0.03840814 F Post Digestion Spike MSHGICV2 [ 273688-1 05/17/2004 1519 Parameter/Test Description QC Result QC Result Trete Value Orig. Value Calc. Result • Limits Mercury (Mg), water 3.49242073 3.0000 0.03084488 115.4 75-125 F SO Calibration Blank 05/17/2004 1346 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result " Limits F Mercury (Hg) 0 S0.2 E Calibration Standard 05/17/2004 1348 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Mercury (Hg) 0 Page 48 • I-% RE]C, R -RPD, A ABS Dill.. D.% Diff. F QUALITY CONTROL RESULTS Job Number,: 273900 ,*,port Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Reaq. Cade lab ID Dilution Factor Date Time S0.5 Calibration Standard 05/17/2004 1349 Parameter/Test Description QC Result ?C Result True Value C . Value Calc. Result • Limits F Mercury (Hg) 0 S1.0 Calibration Standard 05/17/2004 1351 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury Hg) 0 510.0 Calibration Standard 05/17/2004 1356 Parameter/Test Description QC Result QC Result True Vaiue Orig. Value Calc. Result Lits F Mercury (Hg) 0 S2.0 Calibration Standard 05/17/2004 1353 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 55.0 Calibration Standard 05/17/2004 1354 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 $D Serial Dilution 273688-1 5 05/17/2004 1517 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits F Mercury Olg), Water 0.07530225 0.03084488 Test Method • SW -846 7471A Method Description.: Mercury (CVAA) Units • ug/Kg Hatrh(s)...: 100736 100833 Analyst..... the CCB Continuing Calibration Blank 05/18/2004 0933 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc_ Result • Limits F Mercury (Fig) -0.0277950 Page 49 • 1-t PEC. R=RPD, A!•ABS Diff., DSI Diff. QUALITY CONTROL C.'1 ! rS Job Number.: 273900 Report Date.: 05/19/2004 CISTOMFR: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Pipe Description Reaq. Code Lab IO Dilution Factor Date Time C Continuing Calibration Blank 05/18/2004 0951 Parameter/Test Descrlption QC Result QC Result True Value Orig. Value Calc. Result * Limits Mercury (lig) -0.0484378 F Continuing Calibration Blank 05/18/2004 1007 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits Mercury {Hg) -0.0479251 F CCB Continuing Calibration Blank 05/18/2004 1025 Parameter/Test Description QC Result QC Result :rue Value Orig. Value Calc. Result ' Limits F Me,rcu-y (Hg) -0.0124547 Continuing Calibration Blank 05/18/2004 1039 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits F Mercury (Hg) -0.0396180 CCB Continuing Calibration blank 05/18/2004 1055 Parame Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F t+lercury (Hgl 0.01233390 ccv Continuing Calibration Verification MSFJ3ICV2 05/18/2004 0931 Pararreter/Test Description QC Result CC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 2.92837689 3.0000 97.6 80.0-120.0 CCV Continuing Calibration Verification MSHGICV2 Parameter/Test Description QC Result QC Result True value Orig. Value ercury frig) 2.92086856 3.0000 05/18/2004 0949 calc. Result • Limits F 37.4 80.0-120.0 Continuing Calibration Verification MSHG1CV2 05/18/2004 1005 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 2.94573502 3.0000 98.2 Page 50 ' 1s PEC. R -RPD, A -AES Diff., D "a Diff. 80.0-120.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-COICiRADO ATTN: QC Type Description Reaq. Code Lab ID Dilution Factor Date Time CCV I Continuing Calibration Verification MSHGICV2 05/18/2004 1023 Parameter/Test Description QC Result QC Result True Value Orig. Value c. Penult • Limits F ircury (Hg) 2.86934228 3.0000 95.6 80.0-120.0 ccv Continuing Calibration Verification MSHGICV2 05/18/2004 1037 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits F Mercury (Hg) 2.95578812 3.0000 98.5 80.0-120.0 CCV Continuing Calibration Verification MSICICVr2 05/18/2004 1053 Parameter/Test Description QC Result QC Result True Va1ue Orig. Value Calc. Result • Limits F Mercury (Hq) 2.94009819 3.0000 98.0 80.0-120.0 CRA Contract Required Detection Limit 05/18/2004 0929 Parameter/Test Description QC Result QC Result. True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0.19868379 0.200 99.3 50.0-150.0 IC3 I Initial Calibteliun Blank 05/18/2004 0928 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Mercury !Hg} -0.0425806 SCJ Initial Calibration Verification " HGTC1J2 05/18/2004 0926 Parameter/Test Description QC Result QC Result True Value Orig.. Value Calc. Result " Limits F Mercury (Hg) 2.92369598 3.0000 97.5 90.0-110.0 LCS Laboratory Control 4SLCSS4 100748 10 05/18/2004 0936 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Re Mercury (Hg), Solid 6.88230877 8.38 82.1 • Limits F 80.0-120.0 MD Method Duplicate 273900-1 05/18/2004 0940 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F ercury €Hgi, Soil 0.35113992 0.41458074 0.41458074 0.0634.1082 0.20000000 Page 51 • .=% PEC, R£RPD, WAS Diff., Leh Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.:, 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC TYPe Description Reag. Code Lab ID Dilution Factor Date Time MD Method Duplicate 273825-1 05/18/2004 1009 Parameter/Test Description QC Result QC Pesult True Value Orig. Value Calc. Result • Limits F Mercury (Ng), Solid 0.38315938 0.22482831 0.22482931 0.15832607 0.20000000 MS Matrix Spike MSEHICV2 273900-1 05/18/2004 0941 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg), Soil 3.01052768 3.0000 0.41958074 86.5 75-125 MS Matrix Spike MSIIGICV2 a 273825-1 05/18/2004 1010 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg), Solid 3.26683566 3.0000 0.22482831 101.5 75-125 MSD Matrix Spike Duplicate MSHGIiV2 273900-1 05/18/2004 0944 Parameter/Test Description QC Result QC Result True Value Orlg. Value Cale. Result • Limits F Mercury (Hg), Soil 3.07421880 3.01052768 3.0000 0.41158074 88.7 2.5 20 75-125 MSD Matrix Spike Duplicate MSHGICV2 273825-1 05/18/2001 1012 Parameter/Test Description QC Result QC Result True Value Orig. Value Cale. Result • Limits F Mercury 0H91, Solid 3.29268525 3.2t,983566 3.0000 0.22482831 102.3 0.8 20 75-125 P8 Prep. 81ank 100748 05/18/2004 0935 Parameter/Test; Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg), Solid 0.00319203 PDS Post Digestion Spike MSIGICV2 273825-1 05/18/2004 1035 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg), Solid 3.49983426 3.0000 0.22482831 109.2 Page 52 • 1-I REC, R=RPD, A. -ABS Diff., D=! Diff. 75-125 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 GUMC FR: Conestoga -Rovers and Associates PROJECT: CRA-O3ICRADO AT1N: QC Type Description Pearl. Corse Lab ID Dilution Factor Date Time 180 Calibration Blank 05/18/2004 0914 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 50.2 Calibration Standard 05/18/2004 0915 Parameter/Test Description QC Result QC Result True Value Orly. Value Calc. Result • Limits F Mercury (Hg) 0 S0.5 Calibration Standard 05/18/2004 0917 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hq) 0 51.0 Calibration Standard 05/18/2004 0918 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 510.0 Calibration Standard 05/18/2004 0924 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury {Hg) 0 S2.0 Calibraticn Standard 05/18/2004 0920 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 55.0 Calibration Standard 05/10/2004 0922 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Mercury (Hg) 0 3D Serial Dilution 273925-1 5 05/18/2004 1033 Parameter/Test Description QC Pesul r. QC Result True Value Orig. Value Calc. Result • Limits F Mercury (M), Solid 0.01405376 0.22482831 68.7 Page 53 • 1-4 REC, ReRPD, A A05 Dlff., D=% Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date T Test Method.... • SW -846 6010B Method Description.: Metals Analysis (ICRP Trace) Units • mg/L Batch(s)...: 100682 100721 100818 Analyst...: twr cc Continuing Calibration Blank 05/17/2004 0902 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1i Zinc (Zn) 0.00253 0.00116 0.00004 0.00046 0.00025 - 0.00084 -0.00160 - 0.00089 0.00025 - 0.00029 -0.00002 0.00387 0.00226 CCB Continuing Calibration Blank 05/17/2004 0946 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Capper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00101 0.00015 0.00005 0.00063 0.00009 - 0.00099 -0.00226 -0.00035 -0.00030 -0.00096 0.00087 0.00149 0.00147 CCB Continuing Calibration Blank 05/17/2004 1019 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) 0.00298 -0.00356 -0.00005 0.00073 - 0.00011 - 0.00246 -0.00421 -0.00072 - 0.04020 0.00185 -0.00059 0.00178 Page 54 i=% REC, R=RPD, A=AAS Diff., D=% Diff. QUALITY CONTROL RESULTS Job Nurber.: 273900 Report Date..: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-COLO?ADD ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Cate Time CCB Continuing Calibration Blank 05/17/2004 1019 Parameter/Test 0escripti QC Result (.0 Result True Value Orig. Value Calc. Result • Limits F Zinc (Zn) 0.00178 Continuing Calibration Blank 05/17/2004 1156 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits .intiri ny (Sb1 Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00116 - 0.00055 -0.00015 0.00127 0.00011 - 0.00300 -0.00612 -0.00010 -0.00014 -0.00022 - 0.00132 -0.00190 0.00024 E GLV Continuing Calibration Verification MS051004CC 05/17/2004 0858 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony (Sb) Arsenic (As) Barium (Ha) Beryllium (Be) Cadmium (Ct) 0hrcznium (Cr) capper (Cu)t Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zino (Zn) 0.50070 0.51549 0.51092 0.51049 0.51020 0.49103 0.50832 0.51306 0.50993 0.51172 0.24908 0.52139 0.53675 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 100.1 90.0-110.0 103.1 90.0-110.0 102.2 90.0-110.0 102.1 90.0-110.0 102.0 90.0-110.0 98.2 90.0-110.0 101.7 90.0-110.0 102.6 90.0-110.0 102.0 90.0-110.0 102.3 90.0-110.0 99.6 90.0-110.0 104.3 90.0-110.0 107.3 90.0-110.0 CCV Continuing Calibration Verification MS051004CC 05/17/2004 0942 Parameter/Test Oescripticn CC Result CC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead IMO Nickel (Ni) 0.50681 0.53506 0.52048 0.51672 0.51349 0.48562 0.51605 0.51680 0.51038 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 101.4 107.0 104.1 103.3 102.7 97..1 103.2 103.4 102.2 Page 55 • 1=1, RECD R -RPD, A=ABS Diff., 0=`6 Ui(f. 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: C1RA-COL0PADO ATTN: TYPe Description Reag. Code Lb ID Dilution Factor Date Continuing Calibration Verification K5051004CC 05/17/2004 0942 Parameter/Test Descr ption QC Result QC Result True Value Orig. Value Calc. Result • Limits F Selenium (Se) Silver (Ax} Thallium (T1) Zinc (Zn) 0.52713 0.25381 0.52740 0.54933 0.500 0.25 0.500 0.500 105.4 101.5 105.5 109.9 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 CCV Continuing Calibration Verification MS051004CC 05/17/2004 1015 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result Antimony (Sb) Arsenic {As) Barium {Ba) Beryllium (Be) Cadinium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium 01) Zinc (Zn) 0.47959 0.50518 0.49683 0.48251 0.48444 0.45484 0.49127 0.49081 0.48021 0.49522 0.24107 0.50025 0.51171 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 Lirnits F 95.9 90.0-110.0 101.0 90.0-110.0 99.4 90.0-110.0 96.5 90.0-110.0 96.9 90.0-110,0 91.0 90.0-110.0 98.3 90.0-110.0 98.2 90.0-110.0 96.0 90.0-110.0 99.0 90.0-110.0 96.4 90.0-110.0 100.0 90.0-110.0 102.3 90.0-110.0 CCV Continuing Calibration Verification I mS0510040C 05/17/2004 1153 Parameter/Test Descr ption CC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium Be)( Beryllium (Be) Ca"dmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Nil Selenium (Se) Silver (Aq) Thallium (T1) Zinc (Zn) 0.50414 0.53364 0.53334 0.50074 0.50394 0.46124 0.51104 0.51190 0.49977 0.52354 0.25350 0.52180 0.53688 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 100.8 106.7 106.7 100.1 100.8 92.2 102.2 102.4 100.0 104.7 101.4 105.6 107.4 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 30.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 011 Calibration check standard 1 MS051004T1 05/17/2004 0842 Parameter/Test Description CC Result QC Result True Value Oriq. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) 0.01081 0.00833 0.00966 0.00533 0.00478 0.00901 0.0100 0.0100 0.0100 0.00500 0.00500 0.0100 108.1 50.0-150.0 83.3 50.0-150.0 98.6 50.0-150.0 106.6 50.0-150.0 95.6 50.0-150.0 90.1 50.0-150.0 Page 56 •i -t RC, RT -RPD, A=ABS D.ft. D=I Diff. QUALITY c8N TRC L REsU 1.Ts Job Number.: 273900 Report Date.: 05/19/2004 ' CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA- OGORALU Ai'1`N : QC Type Description Reaq. Code Lab ID Dilution Factor Gate Time Calibration check standard 1 Parameter/Test Description QC P.esult )45051004T1 QC Result 05/17/2004 0842 True Value Orig. Value Calc. Result ' Limits Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (71) Zinc (Zn) 0.00895 0.01018 0.00882 0.01007 0.00500 0.01060 0.01416 0.0100 0.0100 0.0100 0.0100 0.00500 0.0100 0.0100 89.5 50.0-150.0 101.8 50.0-150.0 88.2 50.0-150.0 100.7 50.0-150.0 100.0 50.0-150.0 106.0 50.0-150.0 141.6 50.0-150.0 F CH3 Standard Check for ICRP MS051U04T3 05/17/2004 0831 Parameter/Test Description (et Result QC Result True Value ©rig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (1 Nickel (Ni) Selenium (Se) Silver (Ag) 'thallium (Tl) Zinc (Zn) 2.02222 2.00 101.1 95.0-105.0 2.00164 2.00 100.1 95.0-105.0 2.02121 2.00 101.1 95.0-105.0 0.99978 1.00 100.0 95.0-105.0 1.00148 1.00 100.1 95.0-105.0 1.99097 2.00 99.5 95.0-105.0 2.02362 2.00 101.2 95.0-105.0 2.01106 2,00 100.6 95.0-105.0 2.00421 2.00 100.2 95.0-105.0 2.02453 2.00 101.2 95.0-105.0 1.00606 1.00 100.6 95.0-105.0 2.01440 2.00 100.7 95.0-105.0 2.01246 2.00 100.6 95.0-105.0 CRl Contract Required LYtectian la.n'Ls MS051004CR 05/17/2001 0846 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits E Antimony (Sb) Arsenic (As) Beryllium (Be) Cadim.ium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) 'thallium (71) Zinc (Zn) 0.12421 0.01954 0.01029 0.01033 0.01959 0.04933 0.00507 0.08128 0.00868 0.02007 0.02039 0.05006 0.120 0.0200 0.0100 0.010 0.0200 0.0500 0.0060 0.0800 0.010 0.0200 0.0200 0.0400 103.5 50.0-150.0 97.7 50.0-150.0 102.9 50.0-150.0 103.3 50.0-150.0 98.0 50.0-150.0 58.7 50.0-150.0 84.5 50.0-150.0 101.6 50.0-150.0 86.8 50.0-150.0 100.3 50.0-150.0 102.0 50.0-150.0 125.2 50.0-150.0 I48 Initial Calibration Blank 1 05/17/2004 0839 Parameter,Test Description QC Result Q( Result True Value Crag. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Bali Beryllium (Be) 0.00197 -0.00015 -0.00000 0.00029 Page 57 • :;_% FEC, R=RPD, A -ABS Diff., D=% Diff. QUALITY CONTROL R e S U L T 5 Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates FRXEEi': QM -COLORADO ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date Time ICE Initial Calibration Blank 05/17/2004 0839 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits c Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00004 - 0.00050 -0.00121 - 0.00072 0.00022 0.00072 -0.00043 0.00271 0.00294 ICV In.tial Calibration Verification MS051004CC 05/17/2004 0835 Parameter/Test Description QC Result OC Result True Value Orig. Value Calc. Result " Limits F Antimony (Sb) Arsenic ;As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Fb) Nickel (Ni) selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.49203 0.51338 0.50569 0.51243 0.50862 0.49969 0.50426 0.50600 0.50715 0.50381 0.24920 0.51360 0.53088 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500] 98.4 95.0-105.0 102.7 95.0-105.0 101.1 95.0-105.0 102.5 95.0-105.0 101.7 95.0-105.0 99.9 95.0-105.0 100.9 95.0-105.0 101.6 95.0-105.0 101.4 95.0-105.0 100.9 95.0-105.0 99.7 95.0-105.0 102.7 95.0-105.0 106.2 95.0-105.0 ISA Interference Check Sample A MS051004(A 05/17/2004 0850 Parameter/Test Description QC Result QC Result i:ue Value Orig. Value Calc. Result Limits F Ant i crony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) € hrc nium (Cr) Copper (Cul Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00020 - 0,00625 0.00162 0.00012 -0.00344 0.00307 0.00350 0.00037 0.00131 0.00271 -0.00000 - 0.05195 0.00216 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 58 =i' RF.C, R=RPD, A'ABS Dalf., D=% Diff. QUALITY CONTROL RESULTS Jab Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers sociates PROJECT: CRA-QOLORP170 ATM: QC Type Description 1 Reag. Code Lab ID Dilution Fat_tcr Date Interferencee Check Sample B � 150510041B 05/17/2004 0854 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Pal Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cul Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T11 Zinc (Zn) 1.01845 0.99427 1.09250 0.49390 0.46368 0.98474 1.20198 0.97452 0.94951 1.00494 0.56120 0.90828 1.00287 1.00 101.8 80.0-120.0 1.00 99.4 80.0-120.0 1.00 109.2 30.0-120.0 0.500 96.8 80.0-120.0 0.500 92.7 80.0-120.0 1.00 98.5 80.0-120.0 1.00 120.2 80.0-120.0 1.00 97.5 80.0-120.0 1.00 95.0 80.0-120.0 1.00 100.5 80.0-120.0 0.500 112.2 80.0-120.0 1.00 90.8 80.0-120.0 1.00 100.3 80.0-120.0 05/17/2004 1117 Try Laboratory Control Sample "SSP1KE3 100666 Parameter/Test Description CC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic IAS) Barium (Bal Beryllium (De) Cadmium (cd) Chromium 4Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 1.09610 1.12868 1.09071 0.52549 0.53457 0.97637 1.05690 1.07430 1.05635 1.12818 0.52478 1.11190 1.14186 1.00 1.00 1.00 0.500 0.500 1.00 1.00 I.00 1.00 1.00 0.500 1.00 1.00 109.6 85.0-115.0 112.9 85.0-115.0 109.1 85.0-115.0 105.1 85.0-115.0 106.9 85.0-115.0 97.6 85.0-115.0 105.7 85.0-115.0 107.4 85.0-115.0 105.6 85.0-115.0 112.8 85.0-115.0 105.0 85.0-115.0 111.2 85.0-115.0 114.2 85.0-115.0 Method Delicate 273858-1 05/17/2004 1129 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc:. Result " Limits F Antimony (Sb), Water Arsenic (As). Water Barium (Ba), water Beryllium (Be), Water Cadmium (Cd). Water Chromium (Cr), Water Copper (Cu), Water Lead (Pb), Water Nickel (Nil, Water Selenium (Se), Water Silver (A9). Water Thallium (T1), Water Zinc (Zn), Water 0.00042 0.00073 0.00397 0.00445 0.20031 0.21092 0.00110 0.00109 - 0.00030 0.00020 0.00072 -0.00039 - 0.00128 -0.00128 - 0.00161 -0.00074 0.00203 0.00143 0.00283 0.00019 - 0.00108 0.00002 0.00263 0.00040 0.00974 0.01067 0.00073 0.00031 0.05000 0.00445 0.00048 0.02000 0.21092 1.2 20 0.00109 0.00001 0.00500 0.00020 0.00050 0.00500 - 0.00039 0.00111 0.01000 - 0.00128 0.00000 0.01000 - 0.00074 0.00087 0.01000 0.00143 0.00060 0.02000 0.00019 0.00264 0.04000 0.00002 0.00110 0.01000 0.00040 0.00223 0.03000 0.01067 0.00093 0.03000 Page 59 ` E=1s RF7C, R=RPD, A=ABS DI f.. D=3 Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Deport Date.: 05/19/2004 CUST R: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description F.eag. Code Lab ID Dilution Factor Date Time Matrix Spike MLSPI1T.3 273858-1 05/17/2004 1133 Parameter/Test Description CSC Result QC Result True Value Orig. Value Calc. Result " Limits f Antimony (.Sb), Water Arsenic (As), Water Barium (Bal, Water Beryllium (Bel, Water Cadmium (Cd(, Water Chromium (Cr) , Water Capper (Cu). Water Lead (Pb), Water Nickel (Ni), Water Selenium (Se), Water Silver (Aq(, Water Thallium (Tl), Water Zinc (Zn), Water 1.01691 1.03602 1.26608 0.47832 0.47523 0.89811 1.05346 0.97677 0.95546 1.04571 0.50669 1.01276 1.01648 1.00 0.00073 101.6 1.00 0.00445 103.2 1.00 0.21.092 105.5 0.500 0.00109 95.4 0.500 0.00020 95.0 1.00 -0.00039 89.8 1.00 -0.00128 105.5 1.00 -0.00074 97.8 1.00 0.00143 95.4 1.00 0.00019 104.6 0.500 0.00002 101.3 1.00 0.00040 101.2 1.00 0.01067 100.6 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 N'SD Matrix Spike Duplicate NSPIRE3 273858-1 05/17/2004 1137 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Water Arsenic (As), Water Larium (Ba), Water Beryllium (Be}, Water Cadmium (Cd) , Water Chromium (Cr), Water Copper (Cu), Water Lead (Pb), Water Nickel {N1), Water Selenium (Se), Water Silver ;Ag), Water Thallium (Ti), Water Zinc (Zn(, Water 1.02852 1.04832 1.27373 0.48595 0.48433 0.91030 1.05580 0.99194 0.97187 1.06068 0.51392 1.03380 1.02992 1.01691 1.03602 1.26608 0.47832 0.47523 0.89811 1.05346 0.97677 0.95546 1.04571 0.50669 1.01276 1.01648 1.00 1.00 1.00 0.500 0.500 1.00 1.00 I.00 1.00 1.00 0.500 1.00 1.00 0.00073 0.00445 0.21092 0.00109 0.00020 -0.00039 - 0.00128 - 0.00074 0.00143 0.00019 0.00002 0.00040 0.01067 102.8 1.2 104.4. 1.2 106.3 0.8 97.0 I.7 96.8 1.9 91.1 1.4 105.7 0.2 99.3 1.5 97.0 1.7 106.0 1.3 102.8 1.5 103.3 2.1 101.9 1.3 Pae 60 =$ REC, R=11F'D, A=AHS Guff., Dom$ Diff. 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125. 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 QUALITY CONTROL RESULTS Job Number.: 273900 Report Gate.; 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date Tiire Prep. Blank Parameter/Test Lescriptio+n QC Result 100666 05/17/2004 1113 QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium Be)( Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00074 0.00026 - 0.00009 0.00090 - 0.00034 - 0.00206 - 0.00267 -0.00190 - 0.00057 - 0.00186 -0.00031 - 0.00219 0.00041 ! so Calibration Blank 05,17/2004 0822 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (A(g) Thallium (T1) Zinc (Zn) 0.00026 0.00178 0.00003 - 0.00283 - 0.00446 0.00057 0.00538 0.00038 -0.00095 0.00026 -0.00595 - 0.00748 0.00147 STD Spiked Blank Duplicate 05/17/2004 0826 Parameter/Test Description CC Result QC Result True Value Orig. Value Calc. Result • Limits F Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Ccpper (Cu) Nickel (Ni( Silver (Ag) Thallium (T1) Zinc (Zn) 2.18445 0.77145 0.58139 14.38485 0.55788 0.23359 1.31008 0.51805 0.74508 0.73343 Page 61 ' 1-1 FEC, R=RPO, A=ABS Diff., D=% Diff. QUALITY CONTROL RESULTS Job Number. 273900 CUSTOMER; Conestoga -Rovers and Associates PROJECT: CFA-00bORA1=A QC Type CCS Description Continuing Calibration Blank Reag, Code Lab ItI Report Date.: 05/19/2004 ATTN : Dilution Factor 05/17/2004 1257 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Aq) Thallium (T1) Zinc (Zn) - 0.00142 0.00436 -0.00009 0.00031 0.00023 -0.00049 -0.00225 0.00002 -0.00125 0.00309 - 0.00066 0.00072 0.00278 Continuing Calibration Blank 05/11/2004 1344 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) Chromium (Cr') Lead (Pb) Nickel (N1) Selenium (Se) Silver (Ag) Thalliums (T1) Zinc (2n) - 0.00162 0.00431 0.00008 0.00069 0.00031 0.00104 -0.00039 -0.00058 0.00309 - 0.00010 -0.00006 0.00254 Continuing Calibration Blank 05/17/2004 1431 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Penult * Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (In) 0.00001 0.00289 -0.00000 0.00120 0.00007 0.00019 -0.00024 - 0.00065 0.00365 0.00014 -0.00239 0.00151 Page 62 * 1-% REC, R -RPD, A=ABS Diff., Dom$ Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSItNER: Conestoga -Rovers and Associates PROJECT: CPA-C.01.0MM ATTN: IX Type Description Rag. Code Lib ID Dilution Factor Date Tune CCB Continuing Calibration Blank 05/17/2004 1447 Parameter/Test E9cription QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony ISIo) Arsenic (As) Barium (8a) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (Zn) - 0.00007 0.00465 -0.00009 0.00142 0.00004 -0.00124 - 0.00215 - 0.00140 0.00255 -0.00159 0.00111 0.00198 CCV Continuing Calibration Verification. MS051004CC 05/17/2004 1253 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result Limits F Antunony (SO) Arsenic (As) Barium (Bal Beryllium (Bel Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb1 Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (TI) Zinc (Zn) 0.48489 0.50582 0.50937 0.51640 0.50750 0.51707 0.50158 0.50860 0.51313 0.49679 0.24167 0.50103 0.52026 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 97.0 90.0-110.0 101.2 90.0-110.0 101.9 90.0-110.0 103.3 90.0-110.0 101.5 90.0-110.0 103.4 90.0-110,0 100.3 90.0-110.0 101.7 90.0-110.0 102.6 90.0-110.0 99.4 90.0-110.0 96.7 90.0-110.0 100.2 90.0-110.0 104.1 90.0-110.0 CC'/ Continuing Calibration Verification MS051004CC 05/17/2004 1340 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (1a) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (Zn) 0.48787 0.51187 0.51580 0.51291 0.51281 0.51482 0.49578 0.51344 0.51520 0.49660 0.24358 0.49859 0.52213 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 97.6 90.0-110.0 102.4 90.0-110.0 103.2 90.0-110.0 102.6 50.0-110.0 102.6 90.0-110.0 103.0 90.0-110.0 99.2 90.0-110.0 102.7 90.0-110.0 103.0 90.0-110.0 99.3 90.0-110.0 97.4 90.0-110.0 99.7 90.0-110.0 104.4 90.0-110.0 Page 63 • •i-1 REC, R=RPD, A=ABS Diff., Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: GRA -COLORADO ATTN: QC T}Pe Description Reap. Code Lab ID Dilution Factor Date Time Continuing Calibration Verification (5051004CC 05/17/2004 1427 Parameter/Test Description CC Result l'2C Resu l t True Value Or Value Calc. Result • Limits F Antim ay (Sb) Arsenic (As) Barium (8a) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.49240 0.50854 0.52521 0.50160 0.50625 0.49839 0.50368 0.50703 0.49613 0.24362 0.50491 0.52223 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 98.5 90.0-110.0 101.7 90.0-110.0 105.0 90.0-110.0 100,3 90.0-110.0 101.2 90.0-110.0 99,7 90.0-110.0 100.7 90.0-110.0 101.4 90.0-110.0 99.2 90.0-110.0 97.4 90.0-110.0 101.0 90.0-110.0 104.4 90.0-110.0 CCV Continuing Calibration Verification ms 51004CC 05/17/2004 1443 Parxreter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Reryllium (Be) Cacbnium (Cd) Chromium (Cr) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.49125 0.51267 0.51804 0.49816 0.50791 0.49508 0.50713 0.50836 0.49338 0.24002 0.50107 0.51977 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 98.2 102.5 103.6 99.6 101.6 99.0 101.4 101.7 98,7 96.0 100.2 104.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 CHI Calibration check standard 1 MS051004T1 05/17/2004 1238 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (A3) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (5e) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00960 0.01084 0.00998 0.00521 0.00529 0.00988 0.00947 0.01002 0.00968 0.01117 0.00469 0.00999 0.01334 Page 64 0.0100 0.0100 0.0100 0.00500 0.00500 0.0100 0.0100 0.0100 0.0100 0.0100 0.00500 0.0100 0.0100 96.0 108.4 99.8 104.2 105.8 98.8 94.7 100.2 96.8 111.7 93.8 99.9 133.4 • 1-'E REO, R=RPD, A=ABS Diff., Da; Diff. 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 50.0-150.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 C]STCxi£R: Conestoga -Rovers sociates PROJECT: ORA -c 3LCRALo ATM: QC Type Description Reaq. Code Lab ID Dilution Factor Date Time CHC Standard check for ICAP ME051004T3 05/17/2004 1226 Parameter/Test Description CC Result QC Result True Value Orig. Value Calc. Result ` Limits F Antimony ESb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel CNi) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) I.96807 2.00 98.4 95.0-105.0 1.96882 2.00 98.4 95.0-105.0 1.99035 2.00 99.5 95.0-105.0 0.99932 1.00 99.9 95.0-105.0 0.99291 1.00 99.3 95.0-105.0 2.00407 2.00 100.2 95.0-105.0 1.99309 2.00 99.7 95.0-105.0 1.47754 2.00 98.9 95.0-105.0 2.00233 2.00 100.1 95.0-105.0 1.97268 2.00 98.6 95.0-105.0 0.99741 1.00 99.7 95,0-105.0 1.97614 2.00 98.9 95.0-105.0 1.97194 2.00 98.6 9500-105.0 Contract Required Detection Limits MS051004cR 05/17/2004 1242 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (TI) Zinc (Zn) 0.11723 0.02090 0.01019 0.01012 0.02052 0.04907 0.00804 0.07955 0.01094 0.01087 0.02018 0.04835 0.120 0.0200 0.0100 0.010 0.0200 0.0500 0.0060 0..0800 0.010 0.0200 0.0200 0.0400 97.7 50.0-150.0 104.5 50.0-150.0 101.9 50.0-150.0 101.2 50.0-150.0 102.6 50.0-150.0 99.1 50.0-150.0 134.0 50.0-150.0 99.4 50.0-150.0 109.4 50.0-150.0 94.3 50.0-150.0 103.9 50.0-150.0 120.9 50.0-150.0 E5 Extraction, Blank 100666 05/17/2004 1313 Parameter/Test tscriptian QC Result LC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Be) Beryllium (Be) Cadmium (Cd) Chromium (Cry Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Zinc (Zn) 0.00154 0.01485 0.03455 0.00056 0.00030 -0.00093 -0.00410 0.00081 -0.00059 0.01036 -0.00008 0.03264 Page 65 • t=a RSC, R -PPD, A -?.S Diff., D=1 Diff. QUALITY CONTROL RESULTS Job Number.: 273900 eport Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-O3U1R11DD ATfl4: QC TyPe Description Reag. Code Lab ID Dilution Factor Date Time EB Extraction Blank 100666 05/17/2004 1333 Parameter/Test Description QC Re:Au1t QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Zinc (Zn) 0.00183 0.01653 0.06300 0.00057 - 0.00005 0.00003 -0.00351. 0.00147 - 0.00178 0.01323 -0.00075 0.02266 E8 Extraction Blank 100631-3 05/17/2004 1348 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (71) Zinc (Zn) - 0.001.97 0.00349 0.00743 0.00079 0.00013 0.00024 0.00108 - 0.00000 0.00513 -0,00038 0.00028 0.00496 ICO Initial Calibration Blank 05/17/2004 1234 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (9a) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00123 0.00326 - 0.00013 0.00023 0.00032 - 0.00004 0.00162 - 0.00206 -0.00094 0.00219 -0.00044 0.00246 0.00290 Page 66 • s=% REC, R=RPD, A=ABS Diff., D=% Diff. QUALITY CONTROL RESULTS Jab Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -00L ADp ATTN: OC Type Description Reaq_ Code Lab ID Dilution Factor IAV Initial Calibration Verification MS051004CC Date Time 05/17/2004 1230 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Sb) Arsenic (As) Barium IBa) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Set Silver (Ag) Thallium (T1) Zinc (Zn) 0.48248 0.50260 0.50446 0.50394 0.49423 0.50211 0.50029 0.49600 0.50082 0.48603 0.23998 0.49751 0.51407 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 96.5 95.0-105.0 100.5 95.0-105.0 100.9 95.0-105.0 100.8 95.0-105.0 98.8 95.0-105.0 100.4 95.0-105.0 100.1 95.0-105.0 99.2 95.0-105.0 100.2 95.0-105.0 97.2 35.0-105.0 96.0 95.0-105.0 99.5 35.0-105.0 102.8 95.0-105.0 ISA Interference Check Sample A MS051004IA 05/17/2004 1245 Parameter/Test Description QC Result DC Result True Value Orig. Value Calc. Result * Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (9e) Cadmium (Cd) Cranium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (5e) Silver (Ag) Thallium (T1) Zinc (Zn) - 0.00165 - 0.00866 0.00181 0.00017 -0.00080 0.00345 0.00276 0.00353 0.00177 0.01070 -0.00065 -0.04214. 0.00122 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 358 Interference Check Sample B MS051004IB 05/17/2004 1249 Parameter/Test Description QC Result CC Result True Value Orig. Value Calc. Result " Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (TI( Zinc 1Zn) 0.98490 0.96546 1.08378 0.49454 0.46070 1.01327 1.19543 0.95098 0.95270 0.97409 0.54603 0.88512 0.96466 1.00 1.00 1.00 0.500 0.500 1.00 1.00 1.00 1.00 1.00 0.500 1.00 1.00 58.5 80.0-120.0 96.5 80.0-120.0 108.4 90.0-120.0 98.9 90.0-120.0 92.1 80.0-120.0 101.3 80.0-120.0 119.5 80.0-120.0 95.1 90.0-120.0 95.3 80.0-120.0 97.4 80.0-120.0 109.6 80.0-120.0 88.5 80.0-120.0 36.5 80.0-120.0 Paye 67 " `aa; REC, R=RPD, AAS Diff., 10=i Diff. QUALITY CONTROL RESULTS Job :umber.: 273900 Report Date.; 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CPA -COLORADO AT1TN: CC 'Life Description Reaq. Code lab ID Dilution Factor [kite Time ht) 4 thod Duplicate 273411-1 05/17/2004 1321 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb). TCLP Arsenic (As), TCLP Barium (Ba) , TCLP Beryllium (Be), TCLP Cadraitrn (Cd) , TCLP Chromium (Cr), TCLP Copper (Cu), TCLP Lead (Pb), TCLP Nickel (Ni), TCLP Selenium (Se), TCLP Silver (Ag), TCLP 0.05927 0.05691 0.01840 0.01620 1.95077 1.86929 0.00058 0.00064 0.00025 0.00029 0.00045 -0.00028 - 0.00040 -0.00546 0.00165 0.0008I 0.09105 0.08751 0.01013 0.00851 0.00027 -0.00143 0.05691 0.00236 0.05000 0.01620 0.00220 0.02000 1.86929 4.3 20 0.00064 0.00006 0.00500 0.00029 0.00004 0.00500 - 0.00028 0.00073 0.01000 - 0.00546 0.00506 0.01000 0.00081 0.00084 0.01000 0.08751 0.00354 0.02000 0.00851 0.00162 0.04000 -0.00143 0.00170 0.01000 MD Method Duplicate 273524-1 05/17/2004 1356 Parameter/Test Description QC Result QC Result T_ -tar.. Value Orig. Value Calc. Result • Limits F Antimony (Sb), SPLP Arsenic (As), SPLP Barium (Sal, SPLP Beryllium (Be), SPLP Cadmium (Cd), SPLP Chromium (Cr), SPLP Grad W ), SPLP Nickel (N1), SPLP Selenium (Se), SPLP Salver (Ag), SPLP Thallium (T1), SPLP Zinc (Zn), SPLP 0.00116 0.00261 0.00997 0.00570 1.07167 1.05519 0.00089 0.00077 0.00017 0.00010 0.00536 0.00534 0.00768 0.00619 0.00435 0.00179 0.00231 0.00050 -0.00094 0.00037 - 0.00123 0.00384 0.08595 0.09863 0.00261 0.001.45 0.05000 0.00570 0.00427 0.02000 1.05519 1.5 20 0.00077 0.00012 0.00500 0.00010 0.00001 0.00500 0.00534 0.00002 0.01000 0.00619 0.00149 0.01000 0.00179 0.00256 0.02000 0.00050 0.00181 0.04000 0.00037 0.00132 0.01000 0.00384 0.00507 0.03000 0.09863 0.01268 0.03000 MS Matrix Spike MSPIKE3 27341I-1 05/17/2004 1325 PazameteriTest Description QC Result () Result True Value Orig. Value Cato. Result • Limits F Antimony (Sb), TCLP Arsenic (As), TCLP Barium (Ba), 7C1_P Beryllium (Be), TCLP Cadmium (Cd)„ TCLP Chromium (Cr), TCLP Copper (Cu), TCLP Iead (Pb), TCLP Nickel (Ni), TCLP Selenium (Se), TCLP Silver (Ag), TCLP Thallium (Ti), TCLP 0.94956 1.00 0.05691 89.3 75-125 0.93036 1.00 0.01620 91.4 75-125 2.90045 1.00 1.86929 103.1 75-125 0.43512 0.500 0.00064 87.0 75-125 0.41319 0.500 0.00029 82.6 75-125 0.92996 1.00 -0.00028 93.0 75-125 1.18494 1.00 -0.00546 119.0 75-125 0.85593 1.00 0.00081 85.5 75-125 0.95082 1.00 0.08751 86.3 75-125 0.97112 1.00 0.00851 96.3 75-125 0.54305 0.500 -0.00143 108.9 75-125 0.83496 1.00 -0.01365 84.9 75-125 Pane 58 * 1=i REC, P=RPO, A=ABS Riff.., Or'! Diff. QUALITY CONTROL RESULTS Job Number.; 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: ORA -COLORADO AT1N: QC Type Description Reag. Cade lab ID Dilution Factor Date Matrix Spike M5PI1(E3 273524-1 05/17/2004 1400 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sbl, SPLP Arsenic (As), MP Barium (Ba), SPLP Beryllium (Be), SPLP Cadmium (Cd), SPLP Chromium (Cr), SPLP Lead (Pb), SPLP Nickel (Ni), SPLP Selenium (Se), SPLA Silver (Ag), SPLP Thallium (Ti), SPLP Zinc (Zn), SPLP 0.97070 1.00 0.00261 96.8 75-125 0.97091 1.00 0.00570 96.5 75-125 2.05538 1.00 1.0551.9 100.0 75-125 0.47770 0.500 0.00077 95.4 75-125 0.48437 0.500 0.00010 96.9 75-125 0.96838 1.00 0.00534 96.3 75-125 0.96952 1.00 0.00619 96.3 75-125 0.97382 1.00 0.00179 97.2 75-125 0.96046 1.00 0.00050 96.0 75-125 0.47402 0.500 0.00037 94.7 75-125 0.97023 1.00 0.00384 96.6 75-125 1.03899 1.00 0.09863 94.0 75-125 Matrix Spike Duplicate MSPIKE3 273411-1. 05/17/2004 1329 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb), TCLP Arsenic (As), TCLP Barium (Ba) , TCLP Beryllium (Be), TCLP Cadnium (Cd), TCLP Chromium (Cr), TCLP Copper (Cu) , TCLP Lead (Pb), TCLP Nickel (Ni), TCLP Selenium (Se), TCLP Silver (Ag) , TCLP Thallium (Tl),, TCLP 0.97096 0.94196 2.87838 0.44099 0.41949 0.93322 1.17488 0.'86709 0.96553 0.99682 0.53905 0.95256 0.94956 0.93036 2.90045 0.43542 0.41319 0.92996 1.18494 0.85593 0.95082 0.97112 0.54305 0.93496 1.00 1.00 1.00 0.500 0.500 1.00 1.00 1.00 1.00 1.00 0.500 1.00 0.05691 0.01620 1.06929 0.00064 0.00029 -0.00028 -0.00546 0.00081 0.08751 0.00851 -0.00143 -0.01365 91.4 2.3 92.6 1.3 100.9 2.2 88.1 1.3 83.8 1.4 93.3 0.3 116.0 0.9 86.6 1.3 87.8 1.7 97.8 1.5 108.1 0.7 86.6 2.0 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 MSD N!atrix Spike Duplicate MSPIKE3 273524-1 05/17/2004 1404 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb), SPLP Arsenic {As), SPLP Barium (Be) , SPLP 1.01279 1.02677 2.13731 0.57070 0.97091 2.05538 1.00 1.00 1.00 0.00261 0.00570 1.05519 101.0 4.2 102.1 5.6 108.2 7.9 Page 69 • 1=€ REC, R=RPD, A -ABS Diff , D=% Diff. 75-125 20 75-125 20 75-125 20 QUALITY CONTROL RESULTS Joh Number.: 273900 Report Cate.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CTA-3JL3BAXO ATIN: QC Type Description Reaq. Code tab ID Dilution Factor Date Time MSD Matrix Spike Duplicate PCi01KE3 273524-1 05/17/2004 1404 Parameter/Test Description QC Result C Result True Value Orig. Value Calc. Result ' Limits F Beryllium (Be), SPLP Cadmium (Cd). SPLP Chromium (Cr), SPLP Lead (Pb), SPLP Nickel (Ni), SFLP Selenium (Se), SPLP Silver (Ag), SPLP Thallium {Tl}, SFLP Zinc (Zn). SPLP 0.50610 0.51548 1.02263 1.03381 1.03667 1.01166 0.49441 1.01145 1.09671 0.47770 0.48437 0.96838 0.96952 0.97382 0.96046 0.47402 0.97023 1.03899 0.500 0.500 1.00 1.00 1.00 1.00 0.500 1.00 1.00 0.00077 0.00010 0.00534 0.00613 0.00179 0.00050 0.00037 0.00384 0.09863 101.1 5.8 103.1 6.2 101.7 5.5 102.8 6.5 103.5 6.3 101.1 5.2 98.8 4.2 100.8 4.3 99.8 6.0 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 75-125 20 SO Calibration Blank 05/17/2004 1209 ParacreLet/TesL tescripLion 11C Result QC Result True Value Orig. "aloe Calc. Result Antimony (5b) Arsenic (As) Barium ($a} Beryllium (Be) Cacinitm (Cd) Chromium (Cr) Copper (Cu) lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00027 -0.00280 0.00003 - 0.00205 - 0.00774 0.00019 0.00466 0.00034 - 0.00081 0.00027 -0.00598 - 0.00783 0.00067 is F SD Serial Dilution 273858-1 5 05/17/2004 1439 Parameter/Test Cescription CLC Result QC Result True Value orig. Value Calc. Result • Limits F Antimony (Sb), Water Arsenic (As) , mater Barium (Ba), Water Beryllium (Be), Water Cadmium (Cd), Water Chromium (Cr), Water Lead (Pb), water Nickel 011), Water Selenium (Se), Water Silver (Ag), Water Thallium (T1). Water 0.00075 0.00404 0.43052 0.00132 -0.00013 0.00034 0.00102 -0.00026 0.00344 - 0.00091 0.00040 Page 70 R R=RPD, A -ABS Diff., Dm1 Diff. QUALITY CONTROL R ESU L T S Job :Aber.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-CC)WRA1X ATM Type Description Reag. CcKie Lab ID Dilutitln Factor Date Time Serial Dilution 273858-1 05/17/2004 1439 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Zinc (Zn), water 0.35680 STD Spiked Blank Duplicate 05/17/2004 1216 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Nickel (Ni) Silver (Ag) Thallium (T1) Zinc (Zn) 2.28880 0.85141 0.55762 13.99824 0.49899 0.24893 1.26137 0.54105 0.77869 0.73861 CCB Continuing Calibration Blank 05/18/2004 1032 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Call Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium 1Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00010 - 0.00081 0.00012 - 0.00006 - 0.00007 - 0.00059 0.00135 0.00147 0.00091 0.00193 0.00065 0.00606 0.00167 OCB Continuing Calibration Blank 05/18/2004 1122 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony (So) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel !Ni) Selenium (Se) Silver (Aq) Thallium (Ti) - 0.00102 0.00354 0.00024 - 0.00003 -0.00022 - 0.00029 0.00121 - 0.00010 0.00080 0.00085 0.00064 0.00465 Page 71 • 8=05 ?EC, R=PPD, A=AOS Diff r D=1. Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CiS1U R: Conestoga -Rovers and Associates PROJECT: CR.-001.0PAEO ATN: QC Type Description Reaq. Code lib ID Dilution Factor Date Time CCB Continuing Calibration Blank 05/18/2004 1122 Parameter,/Test Description OC Result ¢C Result True Value Orig. Value Calc. Result • Limits F Zinc (Zn) 0.00274 CCS Continuing Calibration Blank 05/13/2004 1209 Parameter/Test Description QC Result ;C Result True Value Orig. Value Calc. Result * Limits F Ant army (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T11 Zinc (Zn) - 0.00100 -0.00048 0.00015 0.00012 0.00006 0.00000 0.00045 -0.00102 0.00035 0.00116 0.00062 0.00634 0.00170 Continuing Calibration Blank 05/16/2004 1236 Parameter/Test ;ascription QC Result 1C Result True Value Orig. Value Calc. Result • L.uruts F Antimony (Sb) Arsenic fAs) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) -0.00115 0.00212 0.00003 0.00015 -0.00010 - 0.00086 -0.00024 - 0.00039 - 0.00027 - 0.00100 - 0.00013 0.00431 0.00107 (XV Cc:tinuing CalLbraUon Verification 7S051004cC 05/18/2004 1028 Parameter/Test Description 2C Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) 0.48968 0.50291 0.51180 0.51106 0.50154 0.51245 0.51054 0.50595 0.50473 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 97.9 100.6 102.4 102.2 100.3 102.5 102.1 101.2 100.9 Page 72 9-i rte, R=RPO, A=ABS Diff.. D•B Diff. 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90,0-110.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-COLCRXDO ATTN: GC Type Description Req. Code Lab ID 1-1-)lution Factor Date Ti Continuing Calibration Verification MS051004CC 05/18/2004 1028 Parameter/Test Description {X. Result QC Result True Value Orig. Value Calc. Result • Limits F Selenium (Se) Silver (Ag) Thallium (T1) Zinc an) 0.49252 0.24255 0.50165 0.51593 0.500 0.25 0.500 0.500 98.5 97.0 100.3 103.2 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 OCV Continuing Calibration Verification MS051004CC 05/18/2004 1118 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (P) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (2n) 0.47673 0.49856 0.50356 0.49448 0.47713 0.49134 0.50592 0.48099 0.48456 0.48037 0.23872 0.48214 0.49270 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 95.3 90.0-110.0 99.7 90.0-110.0 100.7 90.0-110.0 98.9 90.0-110.0 95.4 90.0-110.0 98.3 90.0-110.0 101.2 90.0-110.0 96.2 90.0-110.0 96.9 90.0-110.0 96.1 90.0-110.0 95.5 90.0-110.0 96.4 90.0-110.0 98.5 90.0-110.0 CCW continuing Calibration verification 1 MS051004CC 05/18/2004 1205 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (Zn) 0.47987 0.49534 0.50026 0.50435 0.49007 0.50418 0.50033 0.48913 0.49470 0.48369 0.23936 0.49081 0.50154 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 96.0 90.0-110.0 99.1 90.0-110.0 100.1 90.0-110.0 100.9 90.0-110.0 98.0 90.0-110.0 100.8 90.0-110.0 100.1 90.0-110.0 97.0 90.0-110.0 98.9 90.0-110.0 96.7 90.0-110.0 95.7 90.0-110.0 98.2 90.0-110.0 100.3 90.0-110.0 CCV Continuing Calibration Verification MS051004CC 05/18/2004 1232 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Sb) Arsenic Ms) Barium (Ba} Beryllium (Be) Cadmium (Cd) Chromium (Cr) 0.48002 0.49126 0.49929 0.50061 0.48518 0.50062 0.500 0.500 0.500 0.500 0.500 0.500 96.0 90.0-110.0 98.3 90.0-110.0 99.9 90.0-110.0 100.1 90.0-110.0 97.0 90.0-110.0 100.1 90.0-110.0 Page 73 • REC., R -RPD, A -ABS Diff. tDiff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: .: Conestoga -Rovers and Associates PROJECT: CRA-c0LCRACO ATTN: QC Type Description Rear;. Code Lab 1D Dilution Factor Date Time f cntinuing Calibration Verification M$051004CC 05/19/2004 1232 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.50003 0.48653 0.49023 0.48220 0.23779 0.48081 0.49601 0.500 0.500 0.500 0.500 0.25 0.500 0.500 100.0 97.3 98.0 96.4 95.1 96.2 99.2 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 90.0-110.0 Oil Calibration check standard 1 MS051004T1 05/18/2004 1013 Parameter/Test Description QC Result CC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb} Nickel (Ni) .Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (Zn) 0.00913 0.01097 0.00994 0.00511 0.00470 0.00991 0.01096 0.00914 0.01076 0.00869 0.00487 0.01352 0.01397 0.0100 0.0100 0.0100 0.00500 0.00500 0.0100 0.0100 0.0100 0.0100 0.0100 0.00500 0.0100 0.0100 91.3 50.0-150.0 109.7 50.0-150.0 99.4 50.0-150.0 102.2 50.0-150.0 94.0 50.0-150.0 99.1 50.0-150.0 109.6 50.0-150.0 91.4 50.0-150.0 107.6 50.0-150.0 86.9 50.0-150.0 97.4 50.0-150.0 135.2 50.0-150.0 139.7 50.0-150.0 CH3 Standard check for 1CP P MS051004T3 05/18/2004 1001 Parameter/Test Description • C Result QC Result True Value Orig. Vale Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chrcmxurm (Cr) Copper (CU) Lead (Ph1 Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 2.00996 2.00 100.5 95.0-105.0 2.00914 2.00 100.5 95.0-105.0 2.02341 2.00 101.2 95.0-105.0 1.00683 1.00 100.7 95.0-105.0 1.00505 1.00 100.5 95.0-105.0 2.02146 2.00 101.1 95-.0-105.0 2.02787 2.00 101.4 95.0-105.0 2.02121 2.00 101.1 95.0-105.0 2.01112 2.00 100.6 95.0-105.0 2.01549 2.00 100.8 95.0-105.0 1.00921 1.00 100.9 95.0-105.0 2.00471 2.00 100.2 95.0-105.0 2.00257 2.00 100.1 95.0-105.0 Page 74 n=AES Diff., [i % Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTCt4CR: Conestoga -Rovers and Associates PROJECT: u A -coif ' DO ATN: QC Type Description Reag. Code Lab ID Dilution Factor Date Time CRI Contract Required Detection Limits MS051004[R 05/18/2004 1017 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • limits Antimony (Sb) Arsenic (As) Beryllium (Be) Cadmium (CO Chromium (Cr) Copper (Cu) Lead (Pb) Nickel Ni)( Selenium (se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.12100 0.02015 0.01015 0.00970 0.01960 0.05174 0.00745 0.07991 0.01127 0.01974 0.02390 0.04730 0.120 0.0200 0.0100 0.010 0.0200 0.0500 0.0060 0.0800 0.010 0.0200 0.0200 0.0400 100.8 50.0-150.0 100.8 50.0-150.0 101.5 50.0-150.0 97.0 50.0-150.0 98.0 50.0-150.0 103.5 50.0-150.0 124.2 50.0-150.0 99.9 50.0-150.0 112.7 50.0-150.0 98.7 50.0-150.0 119.5 50.0-150.0 118.2 50.0-150.0 L ICH initial Calibration Blank 05/18/2004 1009 Parameter/Test Description QC Result QC Result True Value Crig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Aql Thallium (T1) Zinc (Zn) 0.00101 0.00005 -0.00000 -0.00003 -0.00024 -0.00125 0.00054 0.00109 0.00056 0.00063 -0.00010 0.00711 0.00294 ICV Initial Calibration Verification MS051004CC 05/18/2004 1005 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (Zn) 0.48825 0.50166 0.50509 0.50124 0.49297 0.49872 0.50385 0.49438 0.49492 0.49008 0.24003 0.50142 0.51229 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.25 0.500 0.500 97.7 95.0-105.0 100.3 95.0-105.0 101.0 95.0-105.0 100.2 95.0-105.0 98.6 95.0-105.0 99.7 95.0-105.0 100.8 95.0-105.0 98.9 95.0-105.0 99.0 95.0-105.0 98.0 95.0-105.0 96.0 95.0-105.0 100.3 95.0-105.0 102.5 95.0-105.0 Page 75 • "e=% REC, R=RPD, A -:,BS Diff., La's Diff. F QUALITY CONTROL RESULTS Jab Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PRCCECT: CRA -COLORADO ATTN: QC Type Description Pearl. Cade lab ID -j Dilution Factor Date Interference Check Sanple A MSOS10041A 05/18/2004 1021 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • limits F Antimony (Sb) Arsenic (As) Barium (Ba) Berylliun (Be) Cadmiam, (Cd) Chromium (Cr) Copper (Cu) Lead (Pio) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (Ti) Zinc (2n) -0.00141 - 0.00873 0.00178 - 0.00027 - 0.00241 0.00227 0.00654 0.00480 0.00114 0.00568 0.00085 -0.03853 0.00176 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ISS Interference Check Sample B MS051004I11 05/18/2004 1024 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Na) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Po) Nickel (Ni) Selenium (Se) Silver SAO Thallium (T1) Zinc (Zn) 1.00597 0.97071 1.09112 0.49999 0.46722 1.03830 1.21813 0.98199 0.97547 0.98584 0.55642 0.90453 0.97851 1.00 1.00 1.00 0.500 0.500 1.00 1.00 1.00 1.00 1.00 0.500 1.00 1.00 100.6 97.1 109.1 100.0 93.4 103.8 121.8 98.2 97.5 98.6 111.3 90.5 97.9 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80,0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 80.0-120.0 LCS Laboratory Control Sample MSICSS4 100744 05/18/2004 1130 Parameter/Test Description X Result QC Result True Value brig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (BM Beryllium Be)f Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel SNi) Selenium (Se) Silver (Ag) Thallium (Tl) Zinc (Zr) 0.46948 0.93350 1.66265 0.53644 0.92684 1.32804 0.95550 1.31356 1.36335 0.78403 0.93677 0.76338 1.52891 Page 76 .525 1.11 1.95 .625 1.1 1.54 1.07 1.58 1.6 .944 1.02 .886 1.87 89.4 85.0-115.0 84,1 85.0-115.0 85.3 85.0-115.0 85..8 85.0-115.0 84.3 85.0-115.0 66.2 85.0-115.0 89.3 85.0-115.0 83.1 85.0-115.0 85.2 85.0-115.0 03.1 85.0-115.0 91.8 85.0-1.15.0 86.2 85.0-115.0 B1.8 85.0-115.0 • A=+ PEC, R -RPD, A -ABS Diff., D.et Diff. QUALITY CONTROL RESULT s Jab Number.: 273900 Report Date.: 05/19/2004 CUSTCP'FR: Conestoga -Rovers and Associates PROJECT: (RA-OOLDRAO0 ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date MD Method Duplicate 273900-1 05/18/2004 1131 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • lisrits Antimony (Sb), Soil Arsenic (As), Soil Barium (Ba), Sail Beryllium (Be), Soil Cadmium (CO), Sail Chromium (Cr), Soil Copper (Cu), Soil Lead (Pb), Soil Nickel (Ni), Soil Selenium (Se), Soil Silver (Ag), Soil Thallium (T1), Soil Zinc (Zn), Sail 0.00455 0.00675 0.05665 0.09807 2.24751 2.69009 0.00971 0.00992 0.00165 0.00470 0.16000 0.16931 0.26284 0.29220 0.16145 0.17398 0.24139 0.25085 0.01961 0.02370 0.00150 0.001.47 -0.04810 -0.04935 0.35640 0.88125 0.00675 0.00220 0.05000 0.09807 0.00142 0.02000 2.69009 17.9 20 0.00992 0.00021 0.00500 0.00470 0.00305 0.00500 0.16931 5.7 20 0.29220 10.6 20 0.17398 7.5 20 0.25085 3.8 20 0.02370 0.00409 0.04000 0.00143 0.00007 0.01000 -0.04935 0.00125 0.03000 0.88125 2.9 20 MS Matrix Spike MSPIKE3 1 273900-1 05/18/2004 1141 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Sb) , Soil Arsenic (As), Soil Barium (Ba), Sail Beryllium (Be), Soil Cadmium (Cd), Soil Chromium (Cr) , Soil Capper (Cu), Soil Lead (Pb), Soil Nickel (Ni), Soil Selenium (Se), Soil Silver (Ag), 'Sail Thallium (T11. Soil Zinc (Zn), Soil 0.28860 0.84345 3.68870 0..39352 0.36239 0.99298 1.28984 0.92770 1.00899 0.73504 0.43548 0.66347 1.63709 1.00 0.00675 28.2 1.00 0.09807 74.5 1.00 2.69009 99.9 0.500 0.00992 76.7 0.500 0.00470 71.5 1.00 0.16931 82.4 1.00 0.29220 99.8 1.00 0.17398 75.4 1.00 0.25085 75.8 1.00 0.02370 71.1 0.500 0.00143 86.8 1.00 -0,04935 71.3 1.00 0.88125 75.6 F 75-125 s 75-125 a 75-125 75-125 75-125 a 75-125 75-125 75-125 75-125 75-125 75-125 75-125 a 75-125 MSD Matrix Spike Duplicate MSP1K 3 273900-1 05/18/2004 1145 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits Antimony (Slo), Soil Arsenic (As), Soil Barium (Ba). Sail Beryllium (Be), Sail Cadmium (Cd) , Soil Chromium (Cr), Soil Capper (Cu). Soil lead (Pb), Sail 0.29171 0.29860 1.00 0.00675 28.5 1.1 0.86933 0.84345 1.00 0.09807 77..1 3.4 3.64308 3.68870 1.00 2.69009 95.3 4.7 0.39227 0.39352 0.500 0.00992 76.5 0.3 0.36083 0.36239 0.500 0.00470 71.2 0.4 1.00108 0.99298 I.00 0.16931 83.2 1.0 1.31049 1.28984 1.00 0.29220 101.8 2.0 0.94204 0.92770 1.00 0.17398 76.8 I.8 Page 77 • ±='s REC, RRPC+, A=ARS 'Diff., D=% Diff. F 75-125 a 20 75-125 20 75-125 20 75-125 20 75-125 a 20 75-125 20 75-125 20 75-125 20 QUALITY CONTROL RESULTS Job Uuarrber.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: QC Type Description Peag. Code Lab ID Dilution Factor Date Time MSD Matrix Spike Duplicate MSPfl E3 273900-1 05/18/2004 1145 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Nickel (Ni), Soil Selenium (Se), Soil Silver (Ag), Soil Thallium (T1), Soil Zinc fZn), Soil 1.04255 1.00899 1.00 0.25085 79.2 75-125 4.4 20 0.74323 0.73504 1.00 0.02370 72,0 75-125 a 1.3 20 0.44143 0.43548 0.500 0.00143 88.0 75-125 1.4 20 0.65538 0.66347 1.00 -0.04935 70.5 75-125 a 1.1 20 1.76104 1.63709 1.00 0.88125 88.0 75-125 15.2 20 PB Prep. Blank 100744 05/18/2004 1126 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Antimony (Sb) Arsenic (As) Barium (Bal Beryllium (Be) Cadmium (Cd) Chromium (Cr) rPRer (Cu) Lead (PO) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) - 0.00147 0.00260 0.00011 - 0.00006 -0.00034 -0.00007 0.00124 0.00285 0.00024 0.00035 0.00020 0.00239 0.00199 SO Calibration Biank 05/18/2004 0948 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits F Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Chromium (Cr) Copper (Cu) Lead (Pb) Nickel (Ni) Selenium (Se) Silver (Ag) Thallium (T1) Zinc (Zn) 0.00028 - 0.00053 0.00004 -0.00122 - 0.00472 0.00030 0.00335 0.00036 -0.00168 0.00028 -0.00658 - 0.01002 0.00056 Page 78 1.1 REC, R=RPD, A=ABS Diff., DWI Diff. QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: CC Type Description Peag. Code Lab ID Dilution Factor Date T STD 'Spiked Blank Duplicate 1 05/18/2004 0954 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Ar5.•'nic (As) Barium (Ha) Beryllium (Be) Cainium (Cd) Chromium (Cr) Copper (Cu) Nickel (Ni) Silver (Ag) Thallium (T1) Zinc (Zn) 2.39987 0.92537 0.56141 14.11872 0.47918 0.25262 1.28047 0.55403 0.80604 0.76571 Test Method • SW -846 8015E Units • mg/L Method Description.: Total Extractable Petroleum Hydrocarbons Bateh(s)...: 100717 100742 Analyst...: jos Laboratory Control Sample 00O20404 100635 05/16/2004 1709 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F 'CEPH - as Diesel, Soil 1014.48 1000.000000 101.4 70-130 Method Blank {1040 904 100635 05/16/2004 1626 Parameter/Test Description QC Result CC Result Trus. Value Orig. Value Calc. Result • Limits F TEPH - as Diesel, Soil TEPH - as Motor Oil, Sail Matrix Spike C 'x;1304 04 1 27 3900-5 05/16/2004 2129 Parameter/Test Description QC Result. X Result True Value Orig. Value Calc. Result • Limits F TEPH - as Diesel, Soil 1591.37 1000.000000 561.62 103.0 70-130 MSD Matrix Spike Duplicate 00030404 273900-5 05/16/2004 2212 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result Limits F TEPH - as Diesel, Soil 1543.63 1591.37 1000.000000 561.62 98.2 3.0 20 Page 79 • 9'1 REC, R=RPD, A=ABS Diff., Srl Die 70-130 QUALITY CONTROL RESULTS JOb Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA -COLORADO ATTN: 0C Type Description Reag. Cede Lab ID Dilution Factor Date Time laboratory Coot Sa: e 00020404 100685 2.000000 05/17/2004 1334 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits TEPH - as Diesel, Water 801.98 1000.000000 80.2 69-118 MB Method Blank C 040904 100685 2.000000 05/17/2004 1334 Parameter/Test Description QC Result QC Result True Value Or g. Value Calc. Result • Limits F TEPH - as Diesel, Water TERM - as Motor Oil, Water ND ND Spiked Blank 60030404 100685 2.000000 05/11/2004 1417 Paxameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result " Limits F TEPH - as Diesel, Water 1058.03 1000.000000 : rD 106 70.0-130.0 SBD Spiked Blank Duplicate 00030404 1 100685 2.000000 05/17/2004 1917 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Tint - as Diesel, 'rater. 944.49 1059,03 1P00.000000 ND 94.8 10.9 70-130 Test Method ..: SW -846 8082 Method Description.: PCB Analysis Units • ug/L Batch(s)...: 100791 100792 Analyst...: mep LCS Laboratory Control Sample PC050704 100791-1 05/16/2004 2228 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Aroclor 1016, Soil Aroclor 1260, Soil Aroclor 1016 Column 13, Soil Aroclor 1260 Column B, Soil 0.55266 0.52370 0.52052 0.53791 0.500000 0.500000 0.500000 0.500000 110.5 104.7 104.1 107.6 68-122 10-158 68-122 10-158 MB Method Blank PS051404 100791-1 05/16/2004 2204 Parameter/Test Description QC Result QC Result True value Orig. Value Calc. Result • Limits F Aroclor 1016, Soil Aroclor 1221, Soil Aroclor 1232, Soil Aroclor 1242, Soil Aroclor 1248, Soil Aroclor 1254, Soil Aroclor 1260, Soil Aroclor 1016 Column 8, Soil Aroclor 1221 Column 8, Soil Aroclor 1232 Column B, Soil NO ND ND 11D ND ND ND ND ND ND Page 80 ='E REC, R=RPD, ARABS Diff., D % Diff. QUALITY CONTROL RESULTS Job ;lumber.: 273900 Report Date.: 05/19/2004 cV5 nesto7a-Rovers and Associates PRU MCT: CFA-C0I.C9+ADD ATTN: QC Type Description Feag. Code Lab ID Dilution Factor Date Time Method Blank PS051404 100791-1 05/16/2004 2204 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits Aroclor 1242 Column 6, Soil Aroclor 1248 Colum 8, Soil Aroclor 1254 Column 8, Soil Aroclor 1260 Column B, Soil ND Nil ND ND F MIS ! Matrix Spike PC051204 273900-7 05/17/2004 0053 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits Aroclor 1016, Soil Aroclor 1260, Soil Aroclor 1016 Column 6, Soil Aroclor 1260 Column 0, Soil 0.55634 0.54037 0.49877 0.54771 0.500000 ND 0.500000 ND 0.500000 ND 0.500000 ND 111 108 100 110 10-154 10-158 10-154 10-158 NSD Matrix Spike Duplicate PC051204 273900-7 05/17/2004 0117 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits Aroclor 1016, Soil Arocior 1260, Soil Aroclor 1016 Column 8, Soil Aroclor 1260 Column 13, Soil 0.48560 0.50885 0.94570 0.96898 0.55634 0.54037 0.49877 0.54771 0.500000 ND 97 13.5 0.500000 ND 102 6.0 0.500000 ND 89 11.2 0.500000 ND 98 11.3 10.0-154.0 30.0 10.0-158.0 30.0 10.0-154.0 30.0 10.0-156.0 30.0 F LCD Laboratory Control Sample Duplicate PC050704 100792-1 5/16/2004 2140 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits .;rcclor 1016, Water Aroclor 1260, Water Aroclor 1016 Column 8, water Aroclor 1260 Column 8, Water 0,45140 0.45528 0.46773 0.45646 0.47948 0.44895 0.45244 0.44052 0.500000 0.500000 0.500000 0.500000 90 6.0 91 1.4 94 3.3 91 3.6 69-118 30 22-144 30 69-118 30 22-144 30 Laboratory Control Sample Duplicate PC050704 100792-2 05/18/2004 0006 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits F Aroclor 1016, Water Aroclor 1260, Water Arocior 1016 Column 8, Water 0.48840 0.41129 0.51228 0.34629 0.28499 0.37458 0.500000 0,500000 0.500000 98 69-118 34.1 30 82 22-144 36.3 30 102 69-118 31.1 30 Page 81 2 =1 PEC, R=RPD, .ABS Diff., I>*e Diff. r QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Ravers and Associates PROJECT:CRA-COLORADO ATTN: QC Type Description Reag. Code Lab ID Dilution Factor Date Time LCD Laboratory Control Sample Duplicate PC050704 100792-2 05/18/2004 0006 Parameter/Test Description QC Result QC Result True Value Orig. "alue talc. Result • Limits F Aroclor 1260 Column B, Water 0.41964 0.27931 0.500000 84 40.2 22-144 30 r LCS Laboratory Control Sample PC05070.4 100792-1 05/16/2004 2116 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Aroclor 1016, Water Aroclor 1260, Water Aroclor 1016 Coles B, Water Aroclor 1260 Column B, Water 0.47948 0.44895 0.45244 0.44052 0.500000 0.500000 0.500000 0.5000u0 95.9 89.8 90.5 88.1 69-118 22-144 69-118 22-144 Laboratory Control Sample PC050704 100792-2 05/17/2004 2342 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result * Limits € Aroclor 1016, Water Aroclor 1260, Water Aroclor 1016 Column 8, Water Aroclor 1260 Column 9, Water 0.34629 0.28499 0.37458 0.27931 0.500000 0.500000 0.500000 0.500000 69.3 69-11B 57.0 22-144 74.9 69-118 55.9 22-144 MB Method Blank PS051404 100792-I 05/16/2004 2052 Parameter/Test Description QC Result QC Result True Value Orig. 'falue Calc. Result ' Limits F Aroclor 1016, Water Aroclor 1221, Water Aroclor 1232, Water Aroclor 1242, Water Aroclor 1248, Water Aroclor 1254, Water Aroclor 1260, Water Aroclor 1016 Column 8, Water Aroclor 1221 Column B, Water Aroclor 1232 Column S, Water Aroclor 1242 Column B, Water Aroclor 1248 Column B, Water Aroclor 1254 Column B, Water Aroclor 1260 Column 8, Water 65666666666666 Method Blank PS021204 100792-2 05/17/2004 2316 Parameter/Test Description, QC Result QC Result True Value Orig. Value Calc. Result • Limits F Aroclor 1016, Water Aroclor 1221, Water Aroclor 1232, Water Aroclor 1242, Water Aroclor 1248, Water Aroclor 1254, Water ND ND ND ND ND ND Page 82 • l='i REC, ReRPD, MABs Diff., De% Dif QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTCNIER: Conestoga -Rovers and Associates PROJECT: c -COIOPAW ATIN: QC Description Reag. Code lab ID Dilution Factor Date Time 2.40 Method Blank P5021204 100792-2 05/17/2004 2318 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Aroclor 1260, Water Aroclor 1016 Column B, water Aroclor 1221 Column B, Water Aroclor 1232 Column B, Water Aroclor 1242 Column B, +later Aroclor 1248 Column B, Water Aroclor 1254 Column 13, Water Aroclor 1260 Column B, Water ND ND ND ND ND ND ND ND Test Method • SW -846 8260E Method Description.: Volatile Organics Units • uu L Batch(s)...: 100681 Analyst...: ydy LCS Laboratory Control Sample I VS0514048 05/15/2004 1033 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result • Limits F Benzene, Soil Branodichloranethane, Soil Brannform, Soil Brcznanethane, Soil Carbon Tetrachloride, ;oil Chlorcbenzene, Soil Chloroethane, Soil Chloroform, Soil Chloromethane, Soil Dibromvchloromethane, Soil 1,1-Dichlaroethane, Soil 1,2-Dichloroethane, Soil 1,1-Dichloroethene, Soil 1,2-Diciilaroethene (total), Soil cis -1, 2-Dichloroethene, Sail trans-1,2-Dichloroethene, Soil I,2-Dichloroprop ne, Soil Ethylbenzene, Soil Methylene Chloride, Soil Styrene, Soil 1,1,2,2 -Tetrachloroethane, Soil Tet rachloroethene, Soil Toluene, Soil 1,1,1 -Trichloroethane, Soil 1,1,2 -Trichloroethane, Soil Trichloroethene, Soil Vinyl Chloride, Soil Xylenes Stotall, Soil Acetone, Soil Carbon Disulfide, Soil Methyl Ethyl Ketone 12-Butanone), Soil cis-1,3-Dichloropropene, Soil trans-1,3-Dichlorapropene, Soil 2-Hexanone, Soil 4-Methy1-2-pentanone :MIE), Soil 48.5609 50.00 ND 97.1 68-121 43.4295 50.00 ND 86.9 68-121 44.7726 50.00 ND 89.5 47-137 26.6551 50.00 ill 53.3 28-164 54.3005 50.00 ND 106.6 59-127 49.0026 50.00 ND 98.0 58-133 35.7553 50.00 ND 71.5 70-136 50.1073 50.00 ND 100.2 63-126 32.3740 50.00 ND 64.7 21-153 44.8265 50.00 ND 89.7 63-125 48.8380 50.00 ND 97.7 65-132 44.1048 50.00 ND 88.2 65-124 56.2854 50.00 ND 112.6 40-157 101.704 100.0 ND 101.7 62-130 48.9841 50.00 ND 98.0 62-124 52.7198 50.00 ND 105.4 65-130 47.6190 50.00 80 95.2 64-116 48.3026 50.00 ND 96.6 66-130 51.6844 50.00 ND 103.4 46-141 36.4050 50.00 ND 76.8 62-121 40.5210 50.00 ND 61.0 56-132 49.7369 50.00 ND 99.5 65-125 47.9537 50.00 NO 95.9 66-127 51.6898 50.00 ND 103.4 75-121 43.1582 50.00 ND 86.3 68-115 49.9039 50.00 ND 99.8 63-124 31.5620 50,00 ND 69.1 28-159 142.655 150.0 ND 95.1 37-160 30.4072 50.00 ND 60.8 38-190 48.9061 50.00 ND 97.8 53-176 31.5918 50.00 ND 63.2 42-186 51.7648 50.00 ND 103.5 66-129 51.4044 50.00 ND 102.8 53-139 31.5787 50.00 ND 63.2 37-174 31.9837 50.00 ND 64.0 34-150 Page 63 " S='I REC, R8RPD, A Diff., D=% Diff. QUALITY CONTROL RESULTS Job Number..: 273900 Report Date.: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CPA -COLORADO ATTN: QC Type Description Read. Code Lab ID Dilution Factor Date Tune Method Blank VS051404C 7 05/15/2004 1126 Parameter/Test Description QC Result QC Result True Value Orig. Value Calc. Result Limits F Benzene, Soil Bramadichlaromethane, Soil Bromoform, Soil Bromomethane, Soil Carbon Tetrachloride, Soil Chlorobenzene, Soil Chloroethane, Soil Chloroform, Soil Chloromethane, Soil D1brcochlaromethane, Soil 1,1-Dichloroethane, Soil 1,2-Dichloroethane, Soil 1,1-Dichloroethene, Soil 1,2-Dichlorcethene (total), Soil cis-1,2-Dichloroethene, Soil trans-1,2-Dichloroethene, Soil 1,2-Dichloropropane, Soil Ethylbenzene, Sail Methylene Chloride, Soil Styrene, Soil 1,1,2,2 -Tetrachloroethane, Soil Tetrechloroethene, Soil Toluene, Soil 1,1,1 -Trichloroethane, Soil 1,1,2 -Trichloroethane, Soil Trichloroethene, Sail Vinyl Chloride, Soil Xylenes (total), Soil Acetone, Soil Carbon Disulfide, Soil Methyl Ethyl Ketone (2-BuLanone), Soil cis-1,3-Dichloroprapene, Soil trans-1,3-Dichloraprcpene, Soil 2-Hexanane, Soil 4--Methyl-2-pentanone ( iIBKI, Soil ND ND !:D ND ND ND ND ND NO NM ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND N1) ND ND ND ND ND ND ND MS Matrix Spike 75051404E 273900-1 05/15/2004 1313 Parameter/Test Description QC Result :'C Result True Value 7ria. Value Calc. Result • Limits Benzene, Soil Bromodichloromethane, Soil Bromoform, Soil Bromomethane, Soil Carbon Tetrachloride, Soil Chlorobenzene, Soil Chloroethane, Soil Chloroform, Soil Chloromethane, Soil Dibromochloramethane, Soil 1,1-Dichloroethane, Soil 1,2-Dichlorcethane, Soil 1,1-Dichloroethene, Sail 53.2056 43.4722 41.8628 27.8486 55.3845 54.0938 36.2901 52.9830 32.0285 44.6715 50.8930 46.9013 57.9193 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 ND 106 ND 87 ND 94 ND 56 ND 111 ND 108 ND 73 ND 106 ND 64 ND 89 ND 102 ND 94 ND I16 Rage e4 • t=% PEC, RARPD, )ABS=Diff., D=% Diff. 65-135 60-140 60-140 60-140 60-140 65-135 60-140 60-140 60-140 60-140 60-140 60-140 65-135 F A QUALITY CONTROL PESULIS Job Number.: 273900 Report Date.: 05/19/2004 CUS1'1--R: Conestoga -Ravers and Associates PROJECT: CRA OGLORAD© A1TN: LC Type Description R�,aq. Code Lab ID Dilution Factor Date TisTe Matrix Spike VS051404E 273900-1 05/15/2004 1313 Parameter/Test Description CC Result CC Result True Value Orig. Value Calc. Result • Limits F 1,2-Dichloroethene (total), Soil cis-1,2-Dichloroethene, Soil trans-1,2-Dichloroethene, Soil 1,2-Dichlorupropane, Soil Ethyliaenzene, Soil Pethylene Chloride, Soil Styrene, Soil 1,1,2,2-TetrachloroeLhane, Soil Tetrachloroethane., Soil Toluene, Soil 1,1,1 -Trichloroethane, Soil 1,1.2• -Trichloroethane, Soil Trichloroethene, Soil Vinyl Chloride, Sail Xylenes (total), Soil Acetone, Soil Carbon Disulfide, Sail Methyl Ethyl Ketone (2-9utanene1, Soil cis-1,3-Dichloropropene, Soil trans-1,3-Dichioropropene, Soil 2-Hexanone, Soil 4-°aerhy1-2 ,pentanene (MIRK), Soil 106.378 51.2933 55.0852 48.3794 53.5737 55.7835 42.8972 39.3531 54.2126 52.1385 55.1913 44.0351 52.8206 35.1882 160.099 35.2281 50.6851 32.4275 51.5498 52.1865 28.4795 31.1111 IC0.0 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.U0 50.00 50.00 150.0 50.00 50.00 50.00 50.00 50.00 50.00 50.00 ND ND NO ND ND 4.77717 ND ND ND ND ND NO ND ND ND NO ND ND ND ND ND ND 106 103 110 97 107 102 86 79 108 104 110 88 106 70 107 70 101 65 103 104 57 62 60-140 60-140 60-140 60-140 60-140 60-140 60-140 60-140 60-140 64-135 60-140 60-140 61-135 60-140 60-140 60-140 60-140 60-140 60-140 60-140 60-140 A 60-140 MSD Yetzix Spike Duplicate VS051404E 273900-1 05/ 15/2004 1339 Parameter/Test Description OC Result GC Result True Value Crig. Value Calc. Result • Limits F Benzene, Soil BrorndicFdorcinetl:ane, Soil Srcxroform, Soil 8rcmomethane, Soil Carron Tetrachloride, Soil Chlorobenzene. Soil Chloroethane, Soil Chloroform, Soil Chloromethane, Soil Dibromochlorcnethane, Soli 1,1-Dichloroethane, Soil 1,2-Dichloroethane, Soil 1,1-Dichloroethene, Soil 53.0962 45.9370 44.8210 30.2262 58.5092 53.6217 35.9585 52.3251 32.6155 47.6560 50.5482 46.7992 59.1725 53..2056 43.4722 41.8628 27.8486 55.3845 54.0938 36.2901 52.9930 32.0285 44.6715 50.9930 46.8013 57.9193 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 ND ND ND ND ND rm ND ND ND ND ND ND 106 0.2 92 5.5 90 6.8 60 8.2 117 5.5 107 0.9 72 0.9 105 1.2 65 1.8 95 6.5 101 0.7 94 0.0 116 0.4 Page 85 " %=S SEC, R=RPD, A=tABS Diff., D= 65.0-135.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60,0-140.0 30.0 65.0-135.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 65.0-135.0 30.0 QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTTi1ER: Conestoga -Foyers and Associates PROJECT: CRA -CX LLTALO ATTV: QC Type Description Reag. Code Lab ID Dilution Factor MSD Matrix Spike Duplicate VS051404E 273900-1 Date Time 05/15/2004 1339 F Parameter/Test Eescription QC Result QC Result True Value Orig. Value Calc. Result • Limits 1,2-Dichloroethene (total), Soil cis-1,2-Dichlaroethene, Sail trans-1,2-Dichloroethene, Soil 1,2-Dichloropropare, Sail Ethylbenzene, Soil Methylene Chloride, Soil Styrene, Soil 1,1,2,2 -Tetrachloroethane., Soil Tetrachloroethene, Soil Toluene, Soil I,1,1 -Trichloroethane, Soil 1,1,2-Trich1orocthaane, Soil Trichloroethene, Soil Vinyl Chloride, Sail Xylenes (total), Soil Acetone, Soil Carbon Disulfide, Soil Methyl Ethyl Ketone (2-Eutanone), Soil cis-1,3-Dichlcropropene, Soil trans -1, 3-Dichioroprepene, Soil 2-Hexanone, Soil 4-Methy1-2-pentanone (MIEK), Soil 107.096 51.5068 55.5889 50,7289 52.9313 55.7388 43.1922 39.0412 55.4504 53.2669 55.7270 44.4952 53.9670 34.7438 160.384 29.1496 50.8354 31.3940 54.8477 55.2357 29.0050 31.9087 106.378 51.2933 55.0852 48.3794 53.5737 55.7835 42.8972 39.3531 54.2126 52.1385 55.1913 44.0351 52.8206 35.1892 160.099 35.2281 50.6851 32.4275 51.5498 52.1865 28.4795 31.1111 100.0 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50,00 50.00 4n.an 50.00 50.00 150.0 50.00 50,00 50.00 50.00 50.00 50.00 50.00 ND 107 0.7 ND 103 0.4 ND 111 0.9 ND 101 4.7 ND 106 1.2 4.77717 102 0.1 ND 86 0.7 ND 78 0.8 ND 111 2.3 ND 107 2.1 ND 111 1.0 ND 89 1.0 ND 108 2.1 69 1.3 ND 107 0.2 58 10.9 102 0.3 63 3.2 ND 110 6.2 ND 110 5.7 N0 59 1.8 ND 64 2.5 ND ND ND ?age 86 • 1=4 REC, R -RPD, h=ASS Diff., 0=1 Diff. 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 64.0-135.0 30.0 60,0-140.0 30.0 60.0-140.0 30.0 61.0-135.0 30.0 60.0-140.0 30.0 60.0-140.0 30,0 60.0-140.0 A 30.0 60,0-140.0 30,0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 30.0 60.0-140.0 A 30.0 60.0-140.0 30.0 QUALITY CONTROL RESULTS Job Number.: 273900 P.eport Date..: 05/19/2004 CUSTOMER Conestoga -Rovers and Associates PROJECT: LRA -COLORADO AT"1N: ;�C Type Description Reag. Code Lab ID Dilution Factor Date Time Test Method SW -846 82608 Method Description.: Volatile Organics (25ML purge) Units - ug/L Batch(s)...: 100686 Analyst.... yx1 LC:S Laboratory Control Sample V: 0514046 05/15/2004 1121 Parameter/Test Description QC Result 2C Result True Value Orig. Value Calc. Result • Limits F Bcnene, Water 0rcxmd chlorusethane, Water Brrmoform, Water Brcmornethane, Water Carbon Tetrachloride, Water Chlorobenzene, Water Chloroethane, Water Chloroform. Water Chloromethane, Water Di.brdmochlor€methane, Water 1,1-Dichlaroethane, Water 1,2-Dichlcroethar:e, Water 1,1-Dichloroethene, Water cis-1,2-Dichloroethene, Water trans-1,2-Dichloroethene. Water 1,2-Dichloropropare, Water Ethylbenzene, Water Methylene Chloride, Water Styrene, Water 1,1,2,2 -Tetrachloroethane, Water Tetrachioroethene, Water Toluene, Water 1, 1, 1 -Trichloroethane, Water 1,1,2 -Trichloroethane, Water Trichloroethene, Water Vinyl Chloride, Water Xylenes (total), Water Acetone, Water Carbon Disulfide, Water ais-'1,3-Dichlaropropene, Water trans-1,3-Dichloropropene, Water Methyl Ethyl Ketone 12-Butanone), Water 2-fiexanone, Water 4-Methy1-2-pentanone (MIRK), Water 1,2-Dichlorcethene (total), Water 9.68877 9.13534 9.56794 9.52856 9.76740 9.66854 11.2019 9.60028 9.56822 9.86867 9.88042 9..67214 11.3372 9.75540 10.6332 9.92809 9.41841 9.92391 8.12533 10.1532 9.37192 9.62973 9.76874 9.67490 9.47623 10.7481 28.7996 9.09954 12.1011 10.1876 9.47548 8.95567 9.47976 9.18652 20.3886 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 16.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 30.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 10.000000 20.000000 ND 96.9 58-150 ND 91.4 58-136 ND 95.7 64-156 ND 95.3 48-161 ND 97.7 62-154 ND 96.7 58-152 ND 112.0 43-170 ND 96.0 58-154 ND 95.7 31-161 ND 98.7 65-149 ND 98.8 64-132 ND 96.7 69-131 ND 113.4 53-128 ND 97.6 60-145 ND 106.3 60-147 ND 99.3 62-128 ND 94.2 70-122 ND 99.2 53-138 ND 81.3 68-126 140 101.5 51-151 ND 93.7 52-145 ND 96.3 56-149 ND 97.7 61-141 ND 96.7 66-129 ND 94.8 58-153 ND 107.5 44-142 ND 96.0 41-152 ND 91.0 38-188 10 121.0 56-163 ND 101.9 49-135 ND 94.8 54-155 ND 89..6 45-188 ND 94.8 50-158 ND 91.9 54-151 ND 101.9 60-140 MB Method Blank VS051404C 05/15/2004 1223 raraneter/Test Description QC Result QC Result True Value Orig. 'value Calc. Result • Lrrsts Benzene, Water Bromodichlorcnthane, Water Bromoform, Water Bromerrethane, Water Carbon Tetrachloride, Water Chlorobenzene, Water Chloroethane, Water Chloroform, Water (J' 1oromethane, Water ND 11D ND ND ND ND NO ND ND Page 87 • 3=1 PEC, R -RPD, A -ABS Diff.. C Diff. F QUALITY CONTROL RESULTS Job Number.: 273900 Report Date.: 05/19/2004 CUSTCFR: Conest a-1 V s and Associates PROJECT: t A-fX}WP DO QC Type Description Reag. Code Lab ID AiTN: i Dilution Factor I Date Time MB Maihod Blank VS051404C 05/15/2004 1223 Parameter/'Test Description QC Result QC Result True Value Orig. Value Calc. Result ' Limits F Dibrcr,chlorumethane, Water ND 1,1-Dichlaroethane, Water ND 1,2-Dichloroethane, Water ND 1,1-Dlchloroethene, Water ND cis-1,2-Dichloroethene, Water ND trans-1,2-Dichloroethene, Water ND 1,2-Dichloropropane, Water ND Ethylbenzene, Water ND Methylene Chloride, Water ND Styrene, Water ND 1,1,2,2 -Tetrachloroethane, Water ND Tetrachloroethene, Water ND Toluene, Water ND 1,1,1 -Trichloroethane, Water ND 1,1,2 -Trichloroethane, Water NP Trichloroethene, Water NO Vinyl Chloride, Water ND Xylenes (total), Water ND Acetone, Water ND Carbon Disulfide, Water ND cis-1,3--Dichloroprepene, Water ND trans-1,3-Dichlaropropene, Water NO Methyl Ethyl Ketone (2-8utanone(, Water ND 2-Liexanone, (tater ND 4-Methyl-2-pentanone (MIEK), Water ND 1,2-Dichloroethene (total), Water ND M5 Matrix Spike VS05I404F 273815-7 05/15/2004 1458 Pa_a eter,'Test Description CC Result QC Result True Value Oria. Value Calc. Result • Limits F Benzene, Water Chlorobenzene, Water 1, l -Di chloroethere, 'slater Toluene, Water Trichloroethene, Water 10.5166 10.0418 12.5310 11.1253 10.3203 10.000000 ND 105 10.000000 ND 100 10.000000 ND 125 10.000000 ND 111 10.000000 ND 103 65-125 72-122 22-123 A 76-125 56-118 MSD Matrix Spike Duplicate VS051404F 273815-7 05/15/2004 1529 Parameter/Test Description QC Result CC Result True Value Orig. "alue Calc. Result • Limits F Benzene, Water Chlorobenzene, Water 1,1-Dichloroethene, Water Toluene, Water Trichloroethene, Water 9.99399 9.79752 11.5705 10.6739 9.84327 10.5166 10.0418 12.5310 11.1253 10.3203 10.000000 ND 100 5.1 10.000000 ND 98 2.5 10.000000 ND 116 8.0 10.000000 ND 107 4.1 10.000000 ND 98 4.7 Page 88 • '1- REC, R -RPD, ic=n85 Diff., 004 Diff. 65.0-125.0 30.0 72.0-122.0 30.0 22.0-123.0 30.0 76.0-125.0 30.0 56.0-118.0 30.0 SURROGATE RECOVERIES HEPORT Job Number.: 273300 Report Gate.: 05/19/2004 Ct'STCM R: Conestoga -Rovers and Associates PFS: i -COLORADO ATTN: Stacy Dermis Methal • Total Extractable Petroleum Hydrocarbons Method Coide...: 80150 Prep Batch • 100635 Batch(s) • 100717 Test Matrix...: Soil Equipment Code: ErCTGC01 Lab ID GT Sample ID Date OTERPH 100635--21 LCS 100635-21 MB 273900- 1 273900- 2 273900- 3 273900- 4 273900- 5 273900- 5 MS 273900- 5 MSD 273900- 6 273900- 7 273900- 8 273900- 9 273900- 10 SB -1 (2-4) SB -1 (2-4) SB -1 (32-34) SB -1 (32-34) SB -2 (2-4) SB -2 (2-4) SB -3 SB -3 (2-4) SB -4 5B-4 2-4' SB -4 SB -4 2--4' S8-4 SB -4 2-4' S11-5 SB -5 2-4' SB -6 SB -6 2-4' SB -7 (2-4) 5H-7 (241 SB -7 (5-7) SB -7 (5-7) SB -7 (34-36) 58-7 34-36' Test Test Description 05/16/2004 105.9 05/16/2004 93.9 05/16/2004 98.1 05/16/2004 94.9 05/16/2004 99.8 05/16/2004 94.4 05/16/2004 98.9 05/16/2004 105.9 05/16/2004 110.0 05/16/2004 93.8 05116/2004 93.2 05/16/2004 96.9 05/16/2004 97.9 05/16/2004 98.1 Limits m'ERPH o-Terohenyl 60 - 140 Method Total Extractable Petroleum Hydrocarbons Method Code...: 801517 Prep Batch....: 100685 Oatchis) 100742 'Gest Matrix...: Water Equipment Code: EXTGC01 Lab IU uC Sample IG Pate OTERPii 100685--21 LCS 100685--21 MB 100685--21 SB 100685--21 580 273900- 12 273900- 13 FB -1 FIELD BLANK RB -1 RINSATE BLANK Test Test Description Limits 05/17/2004 85.5 05/17/2004 106.6 05/17/2004 90.9 05/17/2004 94.3 05/17/2004 87.6 05/17/2001 100.2 CTERPH o-Terohenyl 60 - 140 Page 89 SURROGATE RECOVERIES REPORT Job Number.,: 273900 Report Date.: 05/19/2004 CUSTCkER: 483648 PROJECT: GRA-cQ1/1PALO A'1'17( Stacy Dennis Method.........: Total Volatile Petroleum Hydrocarbons Method Cade...: 8015G Batch(s)......: 100812 100817 Test Matrix...: Water Prep Batch Equipment Cade: BTEX04 Lab ID DT Sample ID Date ATET BFB 100812- 1 CCV 100812- 1 LCS 100812- 1 FB 100812- 2 CCV 100812- 2 LCS 100812- 2 NB 100812- 3 CCV 100812- 4 CCV 100812- 5 CCV 10081.7- 1 CCV 100917- 2 CCV 100917- 3 CCV 100917- 4 CCV 100917- 5 CCV 273589- 1 MS 273589- 1 MSD 273900- 12 273900- 12 FLS 273900- 12 MSD 273900- 13 wATER WELL WATER WELL FB -1 FIELD BLANK FB -1 FIELD BLANK F5-1 FIELD BLANK RB -I RINSATE BLANK Test Test Description Limits 05/14/2004 104.8 112.6 05/14/2004 108.8 113.4 05/14/2004 100.7 114.4 05/14/2004 105.4 113.2 05/17/2004 115.5 114.6 05/17/2004 97.1 115.2 05/14/2004 105.6 114.2 05/17/2004 103.1 115.0 05/17/2004 105.9 114.8 05/17/2004 89.7 90.4 05/17/2004 95.5 95.1 05/17/2004 91.6 92.8 05/18/2004 90.7 90.5 05/18/2004 94.3 94.5 05/14/2004 105.7 112.3 05/14/2004 103.2 111.5 05/17/2004 99.5 114.9 05/17/2004 102.9 112.0 05/17/2004 104.5 114.7 05/17/2004 99.1 117.3 ATFT a,a,a-Trifiuorotoluene 68 - 143 BFB BFB (Surrogate) 70 - 139 Method Total Volatile Petroleum Hydrocarbons Method Coe...: 8015E Prep Batch Batch(s) • 100817 Test Matrix...: Soil Equipment Code: B EX07 Lab ID DT Sample I❑ Date ATFT BFB 100817- 1 LCS 100817- 1 t 273900- 1 SB -1 (2-4) SB -1 (2-4) 273900- 2 SB -1 (32-34) SB -1 (32-34) 273900- 3 58-2 (2-4) 53-2 (2-4) 273900- 4 56-3 58-3 (2-4) 273900- 5 SB -4 SB -4 2-4' 273900- 6 58-5 58-5 2-4' 273900- 7 58-6 SB -6 2-4' 273900- 8 S13-7 12-4) SB -7 (2-4) 273900- 8 MS 58-7 12-4) SB -7 (2-4) 273900- 6 MSD SB -7 (2-4) 5B-7 (2-4) 273900- 9 58-7 (5-7) 33-7 15-7) 273900- 10 58-7 (34-36) 33-7 34-36' Test Test Description Limits 05/17/2004 81.7 87.4 05/17/2004 83.7 90.2 05/17/2004 68.6 81.1 05/17/2004 67.5 62.5 05/17/2004 63.4 74.0 05/17/2004 74.1 84.6 05/17/2004 78.3 88.4 05/17/2004 79.6 88.6 05/17/2004 74.9 85.3 05/17/2004 74.1 84.0 05/18/2004 81.8 87.2 05/18/2004 82.9 89.5 05/18/2004 70.4 B0.7 05/18/2004 74.9 64.1 ATET a,a.a-Trifluoratoluene 50 - 150 BFB BFB (Surrogate) 50 - 150 Page 90 SURROGATE RECOVERIES REPORT Job Number.: 273900 Report Date.: 05/1'9/2004 CUSTOMER: 483648 PROJECT: arA-C OLOR ILO .TTN: Stacy Dennis .Method • PCB Analysis !•lethod Code. .,: 8082 Prep Batch 100634 Batch(s) • 100791 Test Matrix...: Soil Equipment Code: EXTGC04 Lab ID DT Sample ID Date LTCB DCBE TCX TCXB 100791- 1 LCS 100791- 1 '.•8 273900- 1 SB -1 (2-4) SB -1 (2-4) 273900- 3 SB -2 (2-4) SB -2 (2-41 273900- 7 SB -6 SB -6 2-4' 273900- 7 MS SB -6 SB -6 2-4' 273900- 7 MSD S11-6 SB -6 2-4' Test Test Description Units 05/16/2004 11.8.8 119.0 102.2 92.5 05/16/2004 114.9 105.6 101.1 89.2 05/16/2004 136.1 94.4 116.2 103.2 05/17/2004 122.2 93.8 103.4 86.9 05/17/2004 112.2 107.5 90.2 83.5 05/17/2004 127.7 114.9 98.2 92.5 05/17/2004 123.7 110.7 96.2 91.1 DCB DCB (!Ncachlorabiphenyl) 10 - 170 DC88 CAGB lDecachlorohiphenyl) Column B 10 - 170 TCX TCC (Tetrachloro-m-xylene) 10 - 168 TCXB TCX (Tetrachloro-:n-xylene) Column 0 10 - 168 Method PCB Analysis Batch(s) • 100792 Method Code...: 8082 Prep Batch - 100712 Test Matrix...: 'rater Equipment Code: .EXTGC04 Lab ID DT Sample ID Date DCB DCBE TCX 100792- 2 LCD 100792- 2 LCS 100792- 2 msb 273900- 12 8B-1 FIE.LD BLA11( Test Test Description L mats 05/18/2004 28.4 27.6 88.4 81.3 05/17/2004 24.3 21.0 72.4 59.6 05/17/2004 76.8 58.1 98.9 90.0 05'18/2004 22.8 16.4 65.2 66.7 DCB OCB (Decachlorobiphenyl) 10 - 106 [>GBB DCB (Cecachlorobiphenyl) Column B 10 - 106 TOO '1t I (Tetrachloro-m-xylene) 40 - 130 TCXB TCX (Tetrachlaro-m-xylene) Column B 40 - 130 Method F28 Analysis Method Code...: 8082 Prep Batch....: 100793 Batch(s) 100792 Test Matrix...: dater Equipment Code: EXTGC04 t.xb ID DT Sample ID Date DCB DC'BB TC(. TCXB 100792- 1 LCD 100792- 1 LCS 100792- 1 MB 273900- 13 RB -1 RINSATE BLANK Test Test Description Limits 05/16/2004 102.4 71.5 126.3 96.0 05/16/2004 94.3 83.8 110.0 100.6 05/16/2004 65.5 62.5 90.7 89.5 05/17/2004 130.8A 88.0 100.0 101.0 DCB DCB (Decachlarobiphenyl) 10 - 106 DCBE DCB (Decachlcrabiphenyl) Column B 10 - 106 TCX TCX (Tetrachloro-m-xylene) 40 - 130 I :{B TCX (Tetrachlora-m-xylene) Column 8 40 - 130 Page 91 SURROGATE RECOVERIES REPORT Job Number. ; 273900 Report Date.: 05/19/2004 CUSTOMER: 483648 PROJECT: Q A-]1LIRA O ATTN: Stacy Dennis Method Volatile Organics Batch(s) • 100681 Method Code ...: 8260 Test Matrix...: Sail Prep Batch Equipment Code: OCMSVOAD5 lab ID DT Sample ID ❑ate 12DCED 13RELBE DBRFLM 1OLDB 100681--21 1CS 100681-21 (-B 273900- 1 273900- 1 MS 273400- 1 MSD 273900- 2 273400- 3 273900- 4 273900- 5 273900- 6 273900- 7 273900- 8 273900- 9 273900- 10 Test 12DCED BRE7.BE DEIRFLM TOLDB SS -1 58-1 58-1 S8-1 58-2 573-3 SB -4 SB -5 SB -6 SB -7 58-7 58-7 (2-4) SB -1 (2-4) (2-4) SB -1 (2-4) (2-4) 58-1 (2-4) (32-34) SB -1 (32-34) (2-4) 58-2 (2-4) 58-3 (2-4) SB -4 2-4' SB -5 2-4' SB -6 2-4' (2-4) 58-7 (2-4) (5-7) SB -7 (5-7) (34-36) S8-7 34-36' Test Description 1,2-Dichlaroethane-d4 4-Bromofluarobenzene Dibromof1uora ethane Toluene -dB 05/15/2004 79.2 109.2 98.6 101.8 05/15/2004 88.9 103.9 97.3 94.2 05/15/2004 78.3 109.6 96.2 100.4 05/15/2004 84.7 105.7 99.5 99.7 05/15/2004 87.9 114.0 102.7 108.6 05/15/2004 81.1 107.6 100.3 102.0 05/15/2004 80.7 109.8 99.4 102.5 05/15/2004 82.2 110.7 100.0 102.0 05/15/2004 83.3 105.9 100.2 102.0 05/15/2004 85.7 110.4 102.8 102..8 05/15/2004 85.6 108.5 100.2 101.9 05/15/2004 83.8 106.1 99.0 99.8 05/15/2004 85.1 109.0 103.2 1.01.3 05/15/2004 96.0 108.3 103.9 100.6 Limits 61 - 130 57 - 140 68 - 130 50 - 130 Page 92 SURROGATERECOVER I E S REPORT .lab Number.: 273900 Report Date.: 05/19/2004 CUSTOMER: 483648 PROJECT: CPA -COLORADO ATTN: Stacy Dennis Methrd........; Volatile Organics (25mL purge) Batch(s)..,...: 100696 Method Code...: 8260M Test 3uatrix...: Water Prep Batch....: Equipment Code: GOKSVOA06 Lab ID DT Sample ID Date 12DCE0 BRFIBE DeRrFUM TO1,G8 100686--21 Tr4 100686--21 M2 273815- 7 MS r44-2 273815- 7 MSD rsvi-2 213900- 11 FB -1 FIELD SLAW 273900- 13 RB -1 RINSATE BLANK Test Test Description 05/15/2004 98.9 100.5 99.5 99.5 05/15/2004 103.0 98.5 98.9 98.2 05/15/2004 117.0 108.7 110.1 103.8 05/15/2004 108.3 102.3 103.7 99.0 05/15/2004 101.4 96.5 96.3 96.5 05/15/2004 104.7 101.8 103.2 97.0 12DCED 1,2-Dichloraettane-d4 70 - 130 BRFIBE 4-Brcmofluorcbenzene 70 - 130 DERFU4 Dibromofluoromethane 70 - 130 TOL08 Toluene -d8 70 - 130 Page 93 QUALITY ASSURANCE METHODS REFERENCES AND NOTES Report Date: 05/19/2004 REPORT COMMENTS 1) A11 pages of this report are integral parts of the analytical data. Therefore, this report should be reproduced only in its entirety. 2) Reporting limits are adjusted for sample size used, dilutions and moisture content if applicable. 3) According to 40CFR Part 136.3, pH, Chlorine Residual, and Dissolved Oxygen analyses are to be performed immediately atter aqueous sample collection. When these parameters are not indicated as field, (e.g. pH Field) they were not analyzed immediately, but as son as possible on laboratory receipt. 4) For all USAGE projects, the QC limits are based on "mean +i- 2 sigma", which are the warning limits. General Information: - Cresylic Acid is the combination of o,m and p -Cresol. The combination is reportesd as the final result. - m -Cresol and p -Cresol co -elute. The result of the two is reported as either mop -cresol or as p -cresol. - m -Xylene and p -Xylene co -elute. The result of the two is reported as m,p-Xylene. - N-Nitrosodephenylamine decomposes in the gas chromatograph inlet forming dipheylamene and, consequently, may be detected as dibhenylamine. - Methylene chloride and. Acetone are recognized potential laboratory contaminants. Its presence in the sample up to five times the amount reported in [he blank may be attributed to laboratory contamination. - Trimethysilyl(Diazomethane) is used to esterify acid herbicides in Method SW -846 8151A. - For Inorganic analyses, duplicate QC limits are determined as follows: If the sample result is less than or equal to 5 times the reporting limit, the RPD limit is equal to the reporting limit. If the sample result is greater than 5 times the reporting limit, the RPD limit is the method defined RPD. Explanation of Qualifiers: - This qualifier indicates that the analyte was analyzed but not detected. 7 - (Organics only) This qualifier indicates that the analyte is an estimated value between the RL: and the mDL. • - (Inorganics only) This Qualifier indicates that the analyte is an estimated value between the RL and the MDL. N - (Organics only) This flag indicates presumptive evidence of a ccmpound. This flag is only used fer tentatively identified compounds (TICS), where the identification is based on a mass spectral library search. It is applied to all TIC results. For generic charachterization of a TIC, such as "chlorinated hydrocarbon", the "N' flag is not used. Explanation of General QC Outliers: A - Matrix interference present in sample. a - MS/MSA analyses yielded comparable poor recoveries, indicating a possible matrix interference. Method performance is demonstrated by acceptable LCS recoveries. b - Target analyte was found in the method blank. M - QC sample analysis yielded recoveries outside QC acceptance criteria. This sample was reanalyzed. L - lCS analysis yielded high recoveries, indicating a potential high bias. No target analytes were Observed above the RL in the associated samples. G - Marginal outlier within 1% of acceptance criteria. ✓ - RPD value is outside method acceptance criteria. C - Poor R100 values observed due to the non-homx3encus nature of the sample. O - Sample required dilution due to matrix interference. D - Sample reported from a dilution. d - Spike and/or surrogate diluted.. P - The recovery of this analyte is outside default CC limits. The data is accepted and will be used to calculate in-house statistical limits. E - The reported concentration exceeds the instrument calibration. F - The analyte is outside QC limits. The sample data is accepted since this analyte is not reported in associated samples. H - Continuing Calibration Verification (CCV) standard is not associated with the samples reported. q - See the subcontract final report for qualifier explanation. Page 94 QUAL I T Y ASSURANCE METHODS REFERENCES AND NOTES Report I) to s 05/19/2004 W - The MS;MSD recoveries are outside QC acceptance criteria because the amount spiked is much less than the amount found in the sample. K - High recovery will not affect the quality of reported results. Z - See case narrative. Explanation of Organic QC Outliers: e - 19ethod blank analysis yielded phthalate concentrations above the RL. Phthlates are recognized potential laboratory contaminants. Its presence in the sample up to five times the amount reported in the blank may be attributed to laboratory contamination. S - Sample reanalyzed/reextracted due to poor Surrogate recovery. Reanalysis confirmed original analysis indicating a possible matrix interference. T - Sample analysis yielded poor surrogate recovery. R - The RPD between the two GC columns is greater than 40% and no anomalies are present. The higher result is reported as per EPA Method 8O00B. I - The RFD between the two GC columns is greater than 401 and anomalies are present. The lower of the two results has been reported. X - Gaseous compound. In-house QC limits are advisory. Y - Ketone compounds have poor purge efficiency. In-house QC limits are advisory. f - Surrogate not associated with reported analytes. Explanation of Inorganic QC Outliers: Q - Method blank analysis yielded target analytes above the RL. Associated sample results are greater than 10 times the concentrations observed in the method blank. ✓ - The RPD control limit for sample results less than 5 times the RL is +/- the RL value. Sample and duplicate results are within method acceptance criteria. e - Serial dilution failed due to matrix interference. g - Sample result quantitated by Method of Standard Additions IMSA) due to the analytical spike recovery being below 85 percent. The correlation coefficent for the MSA is greater than or equal to 0.995. s - BOD/c00D seed value is not within method acceptance criteria. Due to the nature of the test method, the sample cannot be reanalyzed. 1 - BOD/cBOD LCS value is not within method acceptance criteria. Due to the nature of the test method, sample cannot be reanalyzed. n - Sample result quantitated by Method of Standard Additions SMSA) due to the analytical spike recovery being below 85 percent. The correlation coefficient for the MSA is less than 0.995. Abbreviations: Batch - Designation given to identify a specific extraction, digestion, preparation, or analysis set. CCV - Continuing Calibration Verification CRP. - Low level standard check - GFAA, Mercury CRI - Law level standard check - ICP Dil Eac - Dilution Factor - Secondary dilution analysis DLEac - Detection Limit Factor EB - Extraction Blank (TCLP, SPLP, etc.) 'CAL - Initial Calibration ICB - Initial Calibration Blank ICV - Initial Calibration Verification ISA - Interference Check Sample A - ICP ISB - Interference Check Sole B - ICP LCD - Laboratory Control Duplicate LCS - Laboratory Control Sample MB - Method Blank MD - Method Duplicate MDL - Method Detection Limit MS - Matrix Spike Page 95 QUALITY ASSURANCE METHODS REFERENCES AND NOTES Report Date; 05/19/2004 MSD - Matrix Spike Duplicate ND - Not Detected PS - Preparation Blank PREPF - Preparation Factor RL - Reporting Limit RPD - Relative Percent Difference RPF - Relative Response Factor RT - Retention Time DU - Duplicate Method References: (1) EPA 600/4-79-020 Methods for the Analysis of Water and Wastes, March 1983. (2) EPA 600/R-94-111 Methods for the Determination of MEta1s in Environmental Samples, Supplement I, May 1994. (3) EPA SW846 Test Methods for Evaluating Solid Waste, Third Edition, September 1986; Update I July 1992; Update I1, September 1994, Update IIA August 1993; Update IIB, January 1995: Update III, Decarber 1996, Update IVA January 1998, Update IVB November 2000. (4) Standard Methods for the Examination of Water and wastewater, 16th Edition (19851, 17th Edition (1989), 18th Edition (1992), 19th Edition (1995), 20th Edition (1998). (5) HACH Water Analysis Handbook 3rd Edition (1997). (6) Federal Register, July 1, 1990 (40 CFR Part 136 .Appendix A). (7) Carpend um of Methods for the Determination of Toxic Organic Carpaunds in Ambient Air, 2nd Edition, January 1997. (8) ASTM Annual Book of Methods (Various Years) (9) Diagnosis and Improvement of Saline and Alkali Soils, Agriculture Handbook No. 60, United States Department of Agriculture, 1954. Page 96 LABORATORY Job Number: 273900 CHRONICLE Date: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJECT: CRA-r;OLORALO ATTN: Stacy Dennis Lab ID: 273900-1 METHOD SW -846 30508 SW -846 9012A SW -846 9012A SW -846 35508 SW -846 35508 SW -846 7471A SW -846 7471A 5W-846 60101 SM 2540G Mod. SW -846 8082 SW -846 80158 SW -846 80158 SW -846 82608 Lab ID: 273900-2 METHOD' SW -846 30508 SW -846 9012A SW -846 9012A SW -846 35508 SW -846 7471A SW -846 7471A SW -846 60108 SM 2540G Mad. SW -846 80158 SW -846 80156 SW -1346 82608 lab ID: 273900-3 METHOD SW -846 30508 SW -846 9012A 5W-846 9012A SW -846 35508 5W-846 35508 SW -846 7471A 5W-846 7471A SW --846 6010E 5M 2540G Mad. 5W-846 8082 SW -846 8015B SW -846 80158 5W-846 82608 L.ib ID: 273900-4 t4ET1i0D SA -846 30508 5W-846 9012A SW -846 9012A SW -846 35508 5W-846 7471A Client ID: 58-1 (2-4) 58-1 1.2-4) DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) OPD Extraction (Ultrasonic) PCBs Mercury (C/AA) Mercury Preparation (CVAA) Metals Analysis IICAP Trace) Moisture (Total + Fixed Solids, Ash) PCH Analysis Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 58-1 (32-34) SB -1 (32-34) DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Calorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRO Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (ICAP Trace) Moisture (Total r Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 519-2 (2-4) SB -2 (2-4) DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRO Extraction (Ultrasonic) PCBs Mercury (CV7A) Mercury Preparation (CVAA) Metals Analysis (ICAP Trace) Moisture (Total + Fixed Solids, Ash) PCB Analysis Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: SB -3 58-3 (2-4) DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DEO Mercury (CVA t1 Date Pecvd: 05/15/2004 Saiple RUN* 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BATCH. PREP ET 1(5) 100744 100687 100699 100700 100635 100634 100833 100748 100748 100818 100744 100716 100791 100634 100717 100635 100817 100681 Date Pecvd: 05/15/2004 Sample 8191* BATCH* PREP BT *(5) 1 100744 1 100687 1 100699 1 100700 1 100635 1 100833 100748 1 100748 1 100818 100744 1 100716 1 100717 100635 1 100817 1 100681 Date Recvd: 05/15/2004 RUN* BAT( 4# PREP BT 1 100744 1 100687 1 100699 1 100700 1 100635 1 100634 1 100833 100748 1 100748 1 100818 100744 1 100716 1 100791 100634 1 100717 100635 1 100817 1 100681 Date: 05/13/2004 DATE/TIME ANALYZED DILUTION 05/17/2004 05/17/2004 05/17/2004 05/15/2004 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/16/2004 05/17/2004 05/15/2004 1230 1158 1158 1000 1100 1100 0938 1300 1133 1530 2341 1752 1421 1153 1.0000 1.000 1.0000 1.00000 Dote: 05113/2004 DATE/TIME ANALYZED DIIIIII 4 05/17/2004 05/I7/2004 05/17/2004 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/17/2004 05/15/2004 1230 1200 1200 1000 1100 0946 1300 1149 1530 1835 1447 1219 Sample Date: 05/13/2004 DATE/TIME ANALYZED DILUTICRI 0 (51 Date Recvd: 05/15/2004 Sample RUNI BATCH. PREP 8T .(S) 1 100744 100687 100699 100700 100635 100833 100748 1.000 1.0000 1.00000 05/17/2004 05/17/2004 05/17/2004 05/15/2004 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/17/2004 05/16/2004 05/17/2004 05/15/2004 /230 1201 1201 1000 1.100 1100 0447 1300 1153 1530 0005 1918 1512 1526 1.0000 1.000 1.0000 1.00000 Date: 05/13/2004 DATE/TIME ANALYZED DI1ITION 05/17/2004 1230 05/17/2004 1201 05/17/2004 1201 05/15/2004 1000 05/15/2004 1100 05/18/2004 0952 Page 97 LABORATORY Job Number: 273900 CHRONICLE Date: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROD T: CPA-031.0MM ATN: 'Stacy Dennis Lab ID: 273900-4 METHOD SW --046 7471A SW -846 6010E SM 2540E Mod. SW -846 8015E SW -846 80158 SW -846 82608 Lab ID: 273900-5 METHOD SW -846 30508 SW -846 9012A SW -846 9012A SW -846 35508 SW -846 7471A 5W-846 7471A SW -846 60108 614 2540G Mod. SW -846 60158 5W-846 80150 SW -046 82608 Lab ID: 273900-6 METHOD HOD SW -846 3050B SW -846 9012A SW -846 9012A SW -846 3550B $W-846 7471A 5W-846 7471A SW -846 60108 SM 2540G MOd. SW -846 80150 SW -846 80150 5W-846 62600 Lab ID: 273900-7 METHOD SW -846 3050B SW -846 9012A 'W-846 9012A SW -846 35500 SW -846 35508 SW -046 7471A SW -846 7471A SW -846 60108 5M 2540G Mod. 51.4-846 8082 5W-846 8015E SW -846 8015E SW -846 82608 Lab ID: 273900-8 METHOD SW -846 30505 Client ID: SB -3 58-3 (2-4) DESCRIPTION Mercury Preparation (cVAA) Metals Analysis (ICRP Trace) Moisture (Total + Fined Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: SB -4 SB -4 2-4' DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRC Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (ICRP Trace) Moisture (Total + Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total. Volatile Petroleum Hydrocarbons Volatile Organics Client ID: SB -5 58-5 2-4' DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Calorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRO Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (ICAP Trace) Moisture (Total + Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 58-6 58-6 2-4' DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man, distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRO Extraction (Ultrasonic) PCBs Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (1CAP Trace) Moisture !Total + Fixed Solids, Ash) PCB Analysis Total Exxtractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 58-7 (2-4) 5B-7 (2-4) DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cate Rend: 05/15/2004 Sample RUN* BATCH, PREP BT .(S) 1 100748 1 100818 100744 1 100716 1 100717 100635 1 100817 1 100681 Date Recvd: 05/15/2004 RUN4 BATCH, PREP 61 1 100744 1 100687 1 100699 1 100700 1 100635 1 100833 100748 1 100748 1 100816 100744 1 100716 1 100717 100635 1 100817 1 100681 Date Recvd: 05/15/2004 Pau 1 1 1 1 BA1 1I PREP BT 100744 100687 100699 100700 100635 100833 100748 100748 100618 100744 100716 100717 100635 100817 100661. Late: 05/13/2004 1141E/TIME ANALYZED DILUT1Q4 05/17/2004 1300 05/18/2004 1157 05/17/2004 1530 05/16/2004 2002 1.000 05/17/2004 1537 1.0000 05/15/2004 1552 1.00000 Sample Date: 05/13/2004 4(S) DATE/TIME ANALYZED DILUTION 05/17/2004 1230 05/17/2004 05/17/2004 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/17/2004 05/15/2004 1203 1203 1000 1100 0954 1300 1201 1530 2045 1602 1646 1.000 1.0000 1.00000 Sample Date: 05/13/2004 0(S) DATE/TIME ANALYZED Dmural 05/17/2004 1230 05/17/2004 1204 05/17/2004 1204 Date Recvd: 05/15/2004 Sample RUN* BATCH, PREP BT *(0) 1 100744 1 100687 1 100699 1 100700 1 100635 1 100634 1 100833 100748 1 100748 1 100818 100744 1 100716 I 100791 100634 1 100717 100635 1 100817 1 100681 Date Recvd: 05/15/2004 Sample RL74f BATCH. PREP BT 0(S) 1 100744 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/17/2004 05/15/2004 1000 1100 0956 1300 1213 1530 2002 1627 1712 Date: 05/13/2004 DATE/TIME ANALYZED 05/17/2004 1230 05/17/2004 1205 05/17/2004 1205 05/15/2004 1000 05/15/2004 1100 05/15/2004 1100 05/18/2004 0957 05/17/2004 1300 05/18/2004 1217 05/17/2004 1530 05/17/2004 0029 05/16/2004 2045 05/17/2004 1652 05/15/2004 1739 1.000 1.0000 1.00000 DILUTION 1.0000 1.000 1.0000 1.00000 Date: 05/13/2004 DTE/TLE ANALYZED DILUTION 05/17/2004 1230 Page 98 Job N 273900 LABORATORY CHRONICLE Date: 05/19/2004 CUSTOMER: Conestoga-Favers and Associates PROJECT: CRA COL ADO AT7N: Stacy Dennis Lab ID: 273900-8 METHOD 5W-846 3012A SW -846 3012A SW -846 35506 SW -846 7471A S1-846 7471A la4-846 00108 SM 25400 Mod. SW -846 80158 SW -846 80158 SW -846 82608 Lab ID: 273900-9 "ETHOD „+1-8.46 35508 SM 2540G Mod. S14-846 8015B SW -846 80158 SW -846 6260B Lab ID: 273900-10 METHOD Sea -846 30506 Sw-846 9012A SW -846 9012A SW -846 35508 SW -846 7471A SW -846 7471A SW -846 60108 SM 25400 Mod. 5W-846 80156 SW --846 80158 SW -846 82608 Lab ID: 273900-11 METHOD SW -846 3010A SW -846 7470A SW -846 7470A SW -846 6010B SW -846 82608 Lab ID: 273900-12 1, ETHOD SW846 8015 SW -846 35100 SW -846 8082 SW -846 80158 SA -846 80158 Lab ID: 273900 - METHOD SW846 8015 SW -846 3510C Client ID: SB -7 12-4) 58-7 (2-4) DESC7iIPTION Cyanide (Colorimetric, auto! man. distil Cyanide (Colorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction 1Ultrasonic) ORO Mercury )CVAA) Mercury Preparation (CVAA) Metals Analysis (ICAP Trace) Mbisture (Total + Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 58-7 (5-7) 58-7 15-7) DESCRIPTION Extraction (Ultrasonic) ORD Moisture (Total + Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: 58-7 (34-36) 58-7 34-36' DESCRIPTION Acid Digestion of Sediment/Soil/Sludges Cyanide (Colorimetric, auto/ man. distil Cyanide (Calorimetric, auto/ man. distil Cyanide Preparation/Distillation Extraction (Ultrasonic) DRO Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (ICRP Trace) Moisture (Total + Fixed Solids, Ash) Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics Client ID: FB -1 FIELD BLANK DESCRIPTION Acid Digestion Aqueous/Extracts FLAA/IC'P :Mercury (CVAA) Mercury Preparation (CVAA) Metals Analysis (/CAP Trace) Volatile Organics (25mL purge) Client ID: FB -1 FIELD BLANK CESCRIPTICN Extraction (Sep Funnel) 8015 Diesel Extraction (Sep. Funnel) PCBs PCS Analysis Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydros loans 3 Client ID: PS -1 RINSATE BLANK DESCRIPTION Extraction (Sep Funnel) 8015 Diesel Extraction (Sep. Funnel) PCBs Date Recvd: 05/15/2004 RUN( 1 1 1 1 1 1 1 1 1 BATCH( PPF.P BT 100687 100699 100700 100635 100833 100748 100748 100818 100744 100716 100717 100635 100817 100681 Sample Date: 05/13/2004 1 (S) DATE/TIME ANALYZED DII.UII049 05/17/2004 1206 05/17/2004 1206 05/15/2004 1000 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/17/2004 05/15/2004 1100 0959 1300 1221 1530 2129 1718 1805 1.000 1.0000 1.00000 /late Recvd: 05/15/2004 Sample Date: 05/13/2004 RW# BATCH, PREP BT 1(S) HAZE/TIKE ANALYZED DrLIr1l 1 100635 05/15/2004 1100 1 100716 1 100717 1 100817 I 100681 100635 Cate Recvd: 05/15/2004 Sample RUM BATCH! PREP BT 4 (5) I 100744 1 100687 1 100699 1 100700 1 100635 1 100833 100748 1 100748 1 100818 100744 1 I00716 1 100717 100635 1 100817 1 100681 Date Recvd: 05/15/2004 Sample R11NM BATCH, PREP BT 4 (5) 1 100666 1 100736 100729 1 100729 1 100721 100666 1 100686 Cate Recvd: 05/15/2004 Sample RUN* BATC1HM PREP 6T M(S) 1 100685 1 100712 1 100792 100712 1 100742 100685 1 190812 Cate Recvd: 05/15/2004 Sample RUN# BATCH') PREP 87 4(5) 1 100585 1 100793 05/17/2004 1530 05/16/2004 2212 05/18/2004 1012 05/15/2004 1832 1.000 1.0000 1.00000 Date: 05/13/2004 DATE/TIME ANALYZED DILUTION 05/17/2004 05/17/2004 05/17/2004 05/15/2004 05/15/2004 05/18/2004 05/17/2004 05/18/2004 05/17/2004 05/16/2004 05/18/2004 05/15/2004 1230 1207 1207 1000 1200 1002 1300 1228 1530 2256 1037 1859 1.000 1.0000 1.00000 Date: 05/1312004 DATE/TIME ANALYZED DILUTION 05/17/2004 1030 05/17/2004 1443 05/17/2004 0935 05/17/2004 1309 05/15/2004 1254 1.00000 Date: 05/13/2004 DATE/TIME ANALYZED DILLFI'ICN 05/15/2004 1400 05/17/2004 1000 05/18/2004 0119 1.0000 05/17/2004 1501 1.00000 05/17:2004 1212 1.0000 Cate: 05/13/2004 DATE/TIME ANALYZED DILUTION 05/15/2004 1400 05/14/2004 1100 Page 99 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job Number: 273900 LABORATORY C H R O N I C L E Date: 05/19/2004 CUSTOMER: Conestoga -Rovers and Associates PROJ13 T: CPA -COLORADO ATTN: Stacy Dennis Lab ID: 273900-13 METHOD SW -846 8082 SW -846 80158 SW -846 80158 SW -846 82608 Client ID: RB -1 RINSATE BLANK DESCRIPTION FCB Analysts Total Extractable Petroleum Hydrocarbons Total Volatile Petroleum Hydrocarbons Volatile Organics (25mL purge) Date Recvd: 05/15/2004 Sample Date: 05/13/2004 RUNT BATCHI PREP B2 •(S) DATE/TIRE ANALYZED 1 100792 100793 05/17/2004 0141 1 100742 100685 05/17/2001 1501 1 100812 05/17/2004 1238 1 100686 05/15/2004 1325 DIUrr1CN 1.0000 1.00000 1.0000 1.00000 Page 100 OM MN NM NM MB = N M 1=1 = I N NM 111111— z 0 cr cr 1- r - z zn . sTL .ru. u u„ o to CHAIN OF CUSTODY RECORD TRENT CUSTOMER INFORMATION PROJECT INFORMATION NUMBER OF CONTAINERS a COMPANY: Epi PROJECT NAME/T UMBER i 03C,11rr = SEND REPORT TO: ` 'J E tA) BILLING INFORMATION 747 ADDRESS: ` jinnBILL TO: _64 1 &et .i:� '[I _ �� ADDRESS:, i J' -+s 1 I r w t P 0 Cfo. can Id _C_. nrrI LAB JOB NO. PHONE: r PHONE: � FAX: % q`} R5140 FAX: PQ N0. yy SAMPLE NO. SAMPLE DESCRIPTION SAL SMEARE M CONTAINER PRESERV. REMARKS/PRECAUTIONS 96-tv,N S6-! 30-34 t 1) 04 Ube 8 tJ 3 iv/ a -q SE -2. ,4-21' =1.3 Or 1 oo 5 , l 8 V ✓ 5t5-3' se- ' 1a/5 S e '-4 96-4 2-qr G , o4 1 5 ! 5 58-S 58-5.)-'' ri Lie 133 N 5 - S/5_( S•,6, 02-4‘ i ♦ f I.f S” -7 02- f ' 1 q 3 6 5e 7' 1 'SS -? .- 7 / -Mt /44 5' r N SAMPLER: LWtzf eleizio., SHY' " NT METHOD: c 1C. AJRBILL NO.: 70 [ 3 `7 /o 7 r ,t. REQUIRED TURNAROUND' LJ SAME DAY ❑' 24 HOUR 48 HOURS ❑ 72 HOURS 0 5 DAYS ❑ 10 DAYS 0 ROUTINE ❑ OTHER 1. RELINQUIS ED BY: DATE 2. RELINQUISHED BY: DATE 3. RELINQUISHED BY: DATE SIGN �li ' % 1_I, . �Tllj SIGNATURE: PRINTED NAME/COMPANY: TIME SIGNATURE: ����' ilk, T '`�'.,, a`. `+ /'t% C PRINTED NAME/COMPANY: TIME 1. ' ; CEIVEc• DATE 2. RECEIVED BY: DATE 3. RECEIVED BY: DATE SII •,`TURE.1 D 1 IGNATURE: SIGNATURE: PRINTED NAME/COMPANY: S 4 if/ PRINTED NAME/COMPANY: TIME PRINTED NAME/COMPANY: TIME STL Houston 6310 Rothway Drive Houston, TX 77040 VM1322211-600 I08U SE r-- ■■r r MN air w— I l air ON ■n E r• i ME 1 1 ._ .L_ _. 1 ■ u r ' , ilu.UU,# f U TRENT CTl CHAIN OF CUSTODY RECORD CUSTOMER INFORMATION PROJECT INFORMATION NUMBER OF CONTAINERS a cl oy 1 A. X44 II II LAB JOB NO. COMPANY: , PROJECT NAME/NUMBER: ii - 651,17O SENO REPORT TOL D 1 BILLING INFORMATION ADDRESS:ivwci d'{ 1Ja BILL TO: S� 6 �k- E ]LLS JIB 1-70S ADDRESS: I ) r��� PHONE: :IV _rqq a- d J I I _ PHONE:3 FAX: , ` .sb'a1 _ `[ ,9 - cry-. FAX: PO NO:C3 �.ir Nlit 14 Igkr + REMARKS/PRECAUTIONS SAMPLE NO. SAMPLE DESCRIPTION SAMPLE DATE SAMPLE TIME SAMPLE MATRIX CONTAINER PR SERV. P8-1 Fleld 6 taktdE., 4i,3ail f ` i P Aa 6 [ i S� 5 ,,pp1:, �b- fc-15- LA-) 1 - c . i (Z q icGi c: -J-- �`j'r 3Jn).j 010 . §idarl.- s6-.1;1 qAt r 41.tk _ 1.1/ V,, 11(17 5 � SAMPLE • 5, ' , NT METHODW 'k` AIRBILL NO.: Ca 570 s53 3 -, 7l 9( REQUIRED TURNAROUND' 0 SAME DAY 0 24 HOU' S C.1=618 HOURS C] 72 HOURS ❑ 5 DAYS 0 10 DAYS 0 ROUTINE D OTHER 1 RELIN• SH:Y: DATE t, r r BY: DATE 3. RELINQUISHED BY: DATE GNAT : � _ 1 SIGNATURE: - SIGNATURE: - . . • , z '; Y TIMI, PRATED NAME/COMPANY: TIME PRINTED NAME/COMPANY: TIME 1. R- IVED : DATE RECEIVED BY: DATE 3, RECEIVED BY: DATE SIG' �"URE: Ems& 2C 46, ;SIGNATURE: SIGNATURE: NAI' ` "-rte =ANY: ' PRINTED NAME/COMPANY: TIME PRINTED NAME/COMPANY: TIME STL Houston 6310 Rahway Drive Houston, TX 77040 51L8222WGOOIOE03 STORMWATER MANAGEMENT PLAN CO2 PROCESSING PLANT AND PIPELINE COUNTY ROAD 215 PARACHUTE, GARFIELD COUNTY, COLORADO Prepared for: SOLVAY AMERICA, INC. HOUSTON, TEXAS JUNE 3, 2004 REF. NO. 36170-00(4) This report is printed on recycled paper. CONESTOGA-ROVERS & ASSOCIATES 11200 Richmond Ave.; Suite 200 Houston, TX 77082 TABLE OF CONTENTS STORMWATER MANAGEMENT PLAN CERTIFICATION Page iv 1.0 INTRODUCTION....... 1 2.0 SITE DESCRIPTION 2 2.1 SITE LOCATION 2 2.2 SITE DESCRIPTION 2 2.3 CONSTRUCTION ACTIVITIES AND SEQUENCE 3 2.4 POTENTIAL STORMWATER POLLUTION SOURCES.. 3 2.5 STORMWATER DRAINAGE 4 3.0 BEST MANAGEMENT PRACTICES FOR STORMWATER POLLUTION PREVENTION 5 3.1 INTRODUCTION 5 3.2 SEDIMENT AND EROSION CONTROLS 5 3.3 MATERIALS AND SPILL PREVENTION. 6 3.4 GOOD HOUSEKEEPING 6 4.0 FINAL STABILIZATION AND LONGTERM STORMWATER MANAGEMENT 7 5.0 INSPECTION AND MAINTENANCE 8 5.1 INSPECTIONS OF STORMWATER MANAGEMENT SYSTEM .. 8 5.2 PREVENTIVE MAINTENANCE 9 6.0 PERMIT INACTIVATION 10 36170-00 (4) ii CONESTOGA-ROVERS & ASSOCIATES LIST OF FIGURES (Following Text) FIGURE 1 SITE LOCATION MAP FIGURE 2 SITE MAP LIST OF TABLES (Following Text) TABLE 1 EMERGENCY CONTACT INFORMATION LIST OF APPENDICES (Following Text) APPENDIX A CONSTRUCTION SITE STORMVVATER INSPECTION CHECKLISTS APPENDIX B CDPS GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY APPENDIX C PERMIT CERTIFICATION 36170-00 (4) III CONESTOGA-ROVERS & ASSOCIATES STORMWATER MANAGEMENT PLAN ACKNOWLEDGEMENT CO2 Processing Plant and Pipeline Garfield County, Colorado 1, certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name: Title: Company: Telephone Number: Signature: Date: 35170-00 (4) iV CONESTOGA-ROVERS & ASSOCIATES 1.0 INTRODUCTION Conestoga -Rovers & Associates (CRA) has prepared this Stormwater Management Plan (SWMP) for Solvay America (Solvay) for construction activities associated with the construction of a carbon dioxide (CO2) processing plant and associated pipeline near Parachute, Garfield County, Colorado. The Colorado Department of Public Health and Environment (CDPHE) requires that a permit be obtained to discharge stormwater if construction activity disturbs more than one acre of land. Permittees are required to prepare and implement an SWMP. The goal of an SWMP is to improve water quality by reducing pollutants in stormwater discharges associated with construction activities. This SWMP has been prepared for Solvay in order to satisfy the stormwater management requirements for construction sites in Colorado under the CDPS General Permit (COR -030000). A copy of the SWMP will be maintained at the CO2 processing plant construction site and at the American Soda office in Parachute, Colorado. Contact information for the SWMP is provided below: SWMP Administrator: Ed Cooley Work Phone: 970-285-0407 Cell Phone: 970-618-3348 Fax Number: 970-285-6393 Alternate Contact: Celina Akin Work Phone: 970-285-6500 Cell Phone: NA Fax Number: 970-285-6393 36170-00(4) 1 Conestoga -Rovers & Associates 2.0 SITE DESCRIPTI©N 2.1 SITE LOCATION The Site consists of approximately 9 acres of undeveloped land which will be used for the construction of a new CO2 processing facility and an associated six-inch diameter CO2 pipeline. The CO2 processing plant will be constructed off of County Road 215 approximately 6 miles northwest of Parachute, Colorado in Garfield County (see Figure 1). The CO2 processing plant is located at latitude 39029' 13" N and longitude 108¢ 6' 31" W. The CO2 pipeline, which is will be approximately two miles long, will be constructed to transport CO2 from the CO2 processing plant to the American Soda plant located to the southeast. 2.2 SITE DESCRIPTION The CO2 processing plant will be constructed on an approximately 0.92 acre parcel of land located adjacent to the Williams Parachute Creek Gas Plant. When completed, the plant will consist of several pieces of equipment including compressors, coolers, and a CO2 storage tank. The parcel is currently undeveloped with 90% of the surface covered with grass or brush. A drainage swale bisects the property and conveys stormwater to the southeast towards Parachute Creek (see Figure 2). According to the USDA Soil Conservation Service, surface soils in the vicinity of the site consist predominantly of clay loams which have moderate infiltration rates and are well drained. It is anticipated that 0.6 acres of the 2 -acre parcel will undergo clearing and grading during the construction process. The estimated runoff coefficients before and after construction are 0.22 and 0.32, respectively. As shown on Figure 1, the CO2 pipeline will run in a southwesterly direction from the CO2 processing plant across Parachute Creek, then uphill until it intersects an existing pipeline right-of-way (ROW). An approximately 0.7 mile section of the CO2 pipeline will be installed within this existing ROW, which generally runs parallel to a dirt road located southwest of Parachute Creek. The final section of pipeline will be constructed in a northeasterly direction from the ROW onto the American Soda (AS) facility. The pipeline will cross a dirt road and Parachute Creek before terminating at the AS facility. The proposed pipeline route is 95%© covered with grass, brush or other vegetation. Using an estimated average width of 25 feet, the pipeline construction area is approximately 6.3 acres. It is assumed that all 6.3 acres will be disturbed by clearing, 36170-00(4) 2 Conestoga -Rovers & Associates 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 grading and excavation activities. This is a conservative assumption since approximately 50% of the pipeline will be installed within an existing ROW. Efforts will be made to limit soil disturbance during pipeline construction. Since the pipeline route traverses both gently and steep sloping areas, estimated runoff coefficients range from 0.13 to 0.35. The steepest slopes are present along the existing pipeline ROW. Since the surface will essentially be restored to pre -construction condition, similar runoff coefficients are anticipated after construction. 2.3 CONSTRUCTION ACTIVITIES AND SEQUENCE The CO2 processing plant site will be cleared and grubbed, then graded to produce a level surface. Clean fill material will be brought on site if necessary. After grading, minor excavating will be conducted so concrete foundations can be poured to support the skid -mounted processing equipment and CO2 storage tank that will be installed on site. Once the equipment is installed, a metal building will be constructed to enclose all of the processing equipment. The CO2 storage tank will remain outdoors. An approximately 30 foot wide by 200 foot long gravel site access road will be constructed along with a small gravel parking lot. The CO2 pipeline may be constructed concurrently with the processing plant. Brush and other vegetation will be removed from the ROW as needed, then the topsoil will be stripped and windrowed. A backhoe will then be used to excavate an 1$ -inch wide by 3 - foot deep trench. The pipeline will be laid in the trench and covered with subsurface soil, and then with topsoil. The disturbed area will be seeded as soon as possible after the pipeline has been installed so the soil can be stabilized. The pipeline will cross Parachute Creek in two locations. In order to minimize disturbance to the creek, an eight -inch diameter steel casing will be installed under Parachute Creek using the boring process. The CO2 pipeline will be installed through the steel casing. 2.4 POTENTIAL STORMWATER POLLUTION SOURCES The primary source of stormwater pollution during construction activities will be soil/sediment from disturbed areas which could be transported into Parachute Creek, a perennial stream that ultimately receives all stormwater drainage in the vicinity of the site. Other potential sources of stormwater include fuel (diesel, gasoline) and lubricants 36170-00(4) 3 Conestoga -Rovers & Associates used for construction equipment, and miscellaneous chemicals and materials (e.g. paint, solvents, cement) used during construction activities. No non-stormwater discharges (e.g. process water, construction dewatering), which are not covered by the COPS General Permit, are anticipated during this project. 2.5 STORMWATER DRAINAGE Based on the topography in the vicinity of the proposed construction areas, all stormwater either infiltrates into the subsurface or ultimately enters Parachute Creek. Parachute Creek is a perennial stream that flows to the southeast to its confluence with the Colorado River located approximately six miles from the Site. Runoff from the CO2 processing plant property enters an on-site drainage swale, which flows in a southeasterly direction towards Parachute Creek. With the exception of two intermittent streams and Parachute Creek itself, there are no other known significant stormwater outfalls or conveyances along the proposed pipeline route. 36170-00(4) 4 Conestoga -Rovers & Associates 3.0 BEST MANAGEMENT PRACTICES FOR STORMWATER POLLUTION PREVENTION 3.1 INTRODUCTION Best management practices (BMPs) will be implemented to prevent and reduce pollutants in stormwater resulting from activities associated with construction of the CO2 processing plant and CO2 pipeline. BMPs include management procedures, schedules of activities, prohibition on practices, sediment and erosion controls, and other measures that help prevent and control stormwater pollution. The location and schedule for implementing BMPs are provided in this SWMP. However, the final locations will be determined in the field by the person(s) responsible for implementation of the SWMP. If the BMPs are deemed ineffective in controlling stormwater pollution, then the SWMP shall be amended. The BMPs will be implemented prior to initiating construction activities. All reasonable efforts will be made to minimize the amount of soil disturbance. Soil stabilization measures will be taken as soon as possible after construction activities are completed. 3.2 SEDIMENT AND EROSION CONTROLS Silt fences and straw bales will be the primary structural controls used during this project to reduce stormwater pollution. These controls will be installed prior to soil disturbance. The straw bales will be used in minor swales and ditches and in other areas where stormwater flow could potentially be concentrated. Once such area is the drainage swale present on the CO2 processing plant site. The bales should be bound with either steel wire, nylon or polypropylene string. The bales will be installed in a shallow trench and staked in place to prevent movement. Silt fences will be used to intercept sheet flow runoff. The silt fences will be placed on the down-slope side of disturbed areas, around temporary soil stockpiles, and along the perimeter of construction areas as necessary. The bottom of the silt fence shall be buried a minimum of 8 inches. Stakes shall be placed on the down-slope side of the fence using a maximum spacing of ten feet. Other sediment and erosion control BMPs shall be implemented if the above controls do not adequately mitigate erosion and sediment discharge. These may include check dams, geotextile blankets, and sediment traps. 36170-00(4) 5 Conestoga -Rovers & Associates Seeding of disturbed areas will be conducted once construction activity is completed so final stabilization can be accomplished as soon as possible. 3.3 MATERIALS HANDLING AND SPILL PREVENTION Materials used in the construction process will be stored and handled using procedures to minimize contact with stormwater and to prevent leaks and spills from entering stormwater runoff. If feasible, materials shall be covered to prevent exposure to precipitation. Petroleum products, paints, solvents, and other chemicals shall be stored in areas with secondary containment and away from storm water conveyances. Spill response equipment, such as absorbent booms and pads, shall be readily available in chemical storage and refueling areas so spills can be controlled immediately. Personnel will be trained in the proper use of spill response equipment. Spills shall be reported immediately to the SWMP Administrator and documented. Depending on the nature of the spill, CDPHE and other government agencies may also need to be notified. Waste materials shall be containerized and disposed of offsite. Equipment and vehicle maintenance and refueling shall be conducted in areas with the lowest potential for incidental contact with stormwater or surface water. 3.4 GOOD HOUSEKEEPING The following good housekeeping measures will be implemented to prevent stormwater pollution during this project: • Remove trash and debris from the job site as soon as possible. • Label and cover all chemical and waste containers. • Repair leaking hydraulic oil or fuel lines on equipment immediately. • Remove dirt from construction equipment prior to removing it from the site. 36170-00(4) 6 Conestoga -Rovers & Associates 4.0 FINAL STABILIZATON AND LONGTERM STORMWATER MANAGEMENT Final stabilization will be reached when all soil disturbing activities at the Site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels„ or equivalent permanent, physical erosion reduction methods have been employed. According to the General Permit (see Appendix 13), establishment of a vegetative cover capable of providing erosion control equivalent to pre-existing conditions at the Site can be considered final stabilization. The permittee will be responsible for providing to the CDPHE the documentation to make this comparison. The CDPHE may, after consultation with the permittee and upon good cause, amend the final stabilization criteria for specific operations. Vegetation will be the primary method used to achieve final stabilization and to control pollutants in stormwater discharges that will occur after construction operations have been completed. Disturbed areas will be reseeded as soon as possible after construction activities are completed in an area. If establishment of adequate vegetation is problematic and erosion is not being controlled, then other stabilization measures may be employed. As required by the General Permit, a thorough inspection of the stormwater management system shall be conducted at least once every month until final stabilization has been achieved for the entire Site. 36170-00(4) 7 Conestoga -Rovers & Associates 5.0 INSPECTION AND MAINTANENCE 5.1 INSPECTIONS OF STORMWATER MANAGEMENT SYSTEM As required under the General Permit, a thorough inspection of the stormwater management system and Site shall be conducted at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. The construction site perimeter, disturbed areas and areas used for material storage that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWMP shall be observed to ensure that they are in good condition and operating correctly. Based on the results of the inspection, the description of potential pollutant sources, and the pollution prevention and control measures that are identified in the SWMP shall be revised and modified as appropriate and as soon as practicable. Modifications to control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. A record of each inspection shall be kept using the Construction Site Stormwater Inspection Checklist. Any incidence of non-compliance, such as uncontrolled releases of mud or muddy water or measurable quantities of sediment found off the Site, shall be recorded with a brief explanation as to the measures taken to prevent future violations, as well as any measure taken to clean up the sediment that has left the Site. After adequate measures have been taken to correct any problems, or where a report does not identify any incidents of non-compliance, the report shall contain a signed certification indicating the Site is in compliance. This record shall be made available to the CDPHE, Water Quality Division upon request. For areas where all construction activities are completed but final stabilization has not been achieved, a thorough inspection of the stormwater management system shall be conducted at least once every month. These inspections must be conducted in accordance with paragraphs 1, 2, and 3 of Part I.C.S. a. of the General Permit. Inspections will not be required at sites where snow cover exists over the entire site for an extended period, and melting conditions do not exist. This exemption is applicable only during the period where melting conditions do not exist. Regular inspections, as described above, are required at all other times. 36170-00(4) 8 Conestoga -Rovers Sr Associates A copy of the inspection reports will be kept with the SWAP. No regular reporting requirements are included in the General Permit; however, the CDPHE reserves the right to request that a copy of the inspection reports be submitted. 5.2 PREVENTATIVE MAINTENANCE Preventive maintenance activities will be conducted during the regular inspection and at other times as necessary. Conditions observed during the inspection which could cause breakdowns or failures that result in discharge of pollutants to stormwater conveyances and surface waters will be addressed in a timely matter by adjustment, repair or replacement of controls and equipment. Preventive maintenance shall be documented on the storrtnwater inspection checklist. Excessive sediment build-up around silt fences and other structural controls shall be removed. Silt fences and hay bales shall be re -anchored and repaired as needed. Construction equipment shall be repaired as necessary to stop leakage of fuel, hydraulic Fluid, or other potential stormwater pollutants. 36170-00(4) 9 Conestoga -Rovers & Associates 6.0 PERMIT INACTIVATION When final stabilization for the entire Site has been met in accordance with the SWMP and the general Permit requirements, then an Inactivation Notice will be submitted to CDPHE. The Inactivation Notice form is available from CDPHE. 36170-00(4) 10 Conestoga -Rovers & Associates FIGURES 36170-00(4) Conestoga -Rovers & Associates MN — — — — — — — — — — — — — —' — — — NEW CO2 PROCESSING PLANT NEW CO2 PIPELINE NOTE: PIPELINE -- 1-2 MILES SOURCE: USGS 7.5 MINUTE QUAL? PARACHUTE, COLO_ AMERICAN SODA PLANT 1000 200011 figure 1 SITE LOCATION MAP CO2 PROCESSING PLANT & PIPELINE SOLVAY AMERICA Parachute, Colorado 38170.00(0041GN-SP001 MAY 2012004 1111 IM =I NMI INN 11111 NB 11111 NS I= Inn 11111 11111 11111 CO2 ■r VENT WILLIAMS GAS PLANT X X x T�PROCESS EQUIPMENT BUILDING CO2 STORAGE TANK SITE NOT TO SCALE -. CO2 PIPELINE GRAVEL ACCESS ROAD figure 2 SITE & CONSTRUCTION PLAN CO2 PROCESSING PLANT SITE SOLVAY AMERICA Parachute, Colorado da 36170-00(004)GN-SP002 MAY 25/2004 TABLES 36170-00(4) Conestoga -Ravers Sr Associates 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 1 EMERGENCY CONTACT INFORMATION CO2 PROCESSING PLANT AND PIPELINE PROJECT PARACHUTE, GARFIELD COUNTY, COLORADO SWMP Administrator: (970) 285-0407 Alternate SWMP Contact: (970) 285-6500 Fire: 911 Police: 911 National Response Center (800) 424-8802 Colorado Dept. of Public (877) 518-5608 Health & Environment (Spill Reporting) CDPHE, Water Quality Control Div. (303) 692-3500 CDPHE, Grand Junction Field Office (970) 248-7150 U.S. Dept. of Transportation, (202) 366-4580 Office of Pipeline Safety Spill Cleanup Contractor To Be Provided 36170-00(4) Conestoga -Rovers & Associates APPENDIX A CONSTRUCTION SITE STORMWATER INSPECTI©N CHECKLISTS 36170-00(4) Conestoga-Rts►ers & Associates 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOLVAY AMERICA CO2 PROCESSING PLANT AND PIPELINE Construction Site Stormwater Inspection Checklist Inspector Name - Date & Time Two -Week Inspection III Post Precipitation Event Inspection 0 Precipitation Type & Amount Monthly Post Construction ❑ Inspection - - I. Disturbed Areas Not Finally Stabilized - Yes No A. Structural Control Measures • Are all structural controls (e.g. hay bales, silt fences) in place, maintained, and effective • Where construction activities have permanently or temporarily ceased, are stabilization measures (e.g. vegetation, gravel, etc.) in place? • Has the schedule for implementing stabilization measures been communicated to and verified with the designated, authorized contractor? • Is implementation of all structural controls (as required) proceeding pursuant to the in the SWMP for the construction site? Yes No B. Other Potential Pollutant Sources • Are culverts and perimeter drainage ditches clear of debris, etc. to allow for adequate drainage of each construction area? • Ls there evidence of exposed waste or other significant materials (paints, solvents, detergent, oils, etc.)? • Is there evidence of a sheen or other contamination in any standing water located within the construction site including water within secondary containment? • Is there evidence of any unauthorized equipment or vehicle repair or maintenance activity within the construction site? Page 1 of 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II. Materials Storage Areas Exposed to Stormwater Yes No • Are all significant materials, including fuel and construction materials, adequately stored in designated storage areas within the construction site? • Is sufficient cover available or in place to prevent or minimize the contact of such materials with precipitation? • Has the structural integrity of the cover been maintained, and is it able to provide adequate protection against storrnwater contamination? (Check for tears or holes in plastic if tarpaulin is used, evidence of significant material exposure, and verify that the cover is sufficiently anchored against wind, etc.) III. Vehicle Entry and Exit Points Yes No • Is gravel in place at all vehicle access and exit drive locations? • Is there evidence of off site tracking of materials from the construction site from vehicles exiting or entering the site? IV. Miscellaneous (Best Management Practices (BMPs) Yes No • Have all contractors and supervisory personnel read and. understood the requirements of this plan (and been updated as necessary)? • BMP - construction sites should be inspected for evidence of poor general housekeeping and the authorized inspector must cite such evidence in the accompanying inspection summary report. • All spills, leaks and spill response measures (containment, cleanup, etc.) should be documented. V. Final Stabilization Yes No • Has Final Stabilization been achieved for an area where soil disturbing activities have been completed? (If so, provide details in Section VI.) Page 2 of 3 VL Notes/Action items inspector's Signature: Date: Note: Keep a copy of Inspection Checklist with SWMP. Send copy to American Soda office. Page3of3 APPENDIX B CDPS GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY 36170-00(4) Conestoga -Rovers & Associates Page 2 of 17 Permit No. COR -030000 CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AUTHORIZATION TO DISCHARGE UNDER THE COLORADO DISCHARGE PERMIT SYSTEM In compliance with the provisions of the Colorado Water Quality Control Act, (25-8-101 et seq., CRS, 1973 as amended) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq.; the "Act"), this permit authorizes the discharge of stormwater associated with construction activities certified under this permit, from those locations specified throughout the State of Colorado to specified waters of the State. Such discharges shall be in accordance with the conditions of this permit. This permit specifically authorizes the facility listed on page I of this permit to discharge stormwater associated with construction activity, as of this date, in accordance with permit requirements and conditions set forth in Parts I and II hereof. All discharges authorized herein shall be consistent with the terms and conditions of this permit. This permit and the authorization to discharge shall expire at midnight, June 30, 2007. Issued and Signed this day of COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 3. David Holm, Director Water Quality Control Division TABLE OF CONTENTS PART I A. COVERAGE UNDER THIS PERMIT 3 1. Authority to Discharge 3 a) Applicable Sections 3 2. Industries Covered Under this Permit 3 a) Definitions- 3 b) Types of Activities Covered by this Permit: 3 3. Permit Coverage Without Application 3 a) Applicable Sections 3 b) Local Agency Authority 3 c) Permit Coverage Termination 4 d) Compliance with Qualifying Local Program 4 e) Full Permit Applicability 4 4. Application, Due Dates, 4 a) Application Due Dates 4 b) Summary of Application 4 S. Permit Certification Procedures 4 a) Request for Additional Information 5 b) Automatic Coverage 5 c) Individual Permit Required 5 d) Temporary Coverage 5 e) General vs. Individual Permit Coverage 5 f) Local Agency Authority S 6. Inactivation Notice 5 7. Transfer of Permit 5 8. Permit Expiration Date 6 9. Individual Permit Criteria 6 B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN 6 1. Site Description 7 2. Site Map 7 3. BMPs for Stormwater Pollution Prevention 7 a) Erosion and Sediment Controls 7 b) Materials Handling and Spill Prevention, 8 4. Final Stabilization and Longterm Stormwater Management 8 5. Other Controls 8 6. Inspection and Maintenance 8 C. TERMS AND CONDITIONS B 1. General Limitations 8 2. Prohibition of Non-stormwater Discharges. 9 3. Releases in Excess of Reportable Quantities 9 4. Stormwater Management Plans 9 a) Signatory Requirements 9 b) SWMP Review/Changes 9 5. Inspections 9 a) Active Sites 9 b) Completed Sites 10 c) Winter Conditions 10 6. Reporting 10 7. SWMP Submittal Upon Request 10 D. ADDITIONAL DEFINITIONS 10 -2a- TABLE OF CONTENTS (cont.) E. GENERAL REQUIREMENTS 11 1. Signatory Requirements 11 2. Retention of Records , 12 PART II A. MANAGEMENT REQUIREMENTS 12 1. Change in Discharge 12 2. Special Notifications - Definitions 12 3. Noncompliance Notification 13 4. Submission of Incorrect or Incomplete Information 13 5. Bypass 13 6. Upsets 13. 7. Removed Substances 14 8. Minimization of Adverse Impact 14 9. Reduction, Loss, or Failure of Treatment Facility 14 10. Proper Operation and Maintenance 14 B. RESPONSIBILITIES 14 1. Inspections and Right to Entry 14 2. Duty to Provide Information 15 3. Transfer of Ownership or Control 15 4. Modification, Suspension, or Revocation of Permit By Division 15 5. Permit Violations 16 6. Legal Responsibilities 16 7. Severability 16 8. Renewal. Application 17 9. Confidentiality 17 10. Fees 17 11. Requiring an Individual CIPS Permit 17 -2b- PART I A, COVERAGE UNDER THIS PERMIT 1. authority to Discharge PART I Page 3 Permit No. COR -030000 Under this permit, construction activities, including clearing, grading, and excavation, are granted authorization to discharge stormwater associated with construction activities into waters of the state of Colorado. a. Applicable Sections: This permit is made up of several parts, not all of which apply to all permittees. The permittee will be responsible for determining and then complying with the applicable sections, depending upon whether or not a Qualifying Local Program covers the site. For sites not covered by a Qualifying Local Program, all Parts of the permit except Part L.A.3 apply. Industries Covered Under this Permit a) Definitions: I) Stormwater: Stormwater is precipitation -induced surface runoff. 2) Construction activity: Construction activity includes clearing, grading and excavation activities. Construction does not include routine maintenance performed by public agencies, or their agents to maintain original line and grade, hydraulic capacity, or original purpose of the facility. 3) Small construction activity: Stormwater discharge associated with small construction activity means the discharge of storrnwater from construction activities that result in land disturbance of equal to or greater than one acre and less than five acres. Small construction activity also includes the disturbance of less than one acre of total land area that is part of a larger common plan of development or sale, if the larger common plan will ultimately disturb equal to or greater than one and less than five acres. -1) Qualif.ing Local Program: This permit includes conditions that incorporate qualifying local erosion and sediment control program {Qualifying Local Program) requirements by reference. A Qualifying Local Program is a municipal stormwater program for stormwater discharges associated with small construction activity that has been formally approved by the Division. 5) Other Definitions: Definitions of additional terms can he found in Part I.Q. of this permit. b) Types of Activities Covered by this Permit: This permit may authorize all new and existing discharges of stormwater associated with construction activity. This includes storrnwater discharges from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site. This permit also includes storrnwater discharges from dedicated asphalt batch plants and dedicated concrete batch plants. This pennit does not authorize the discharge of mine water or process water from such areas. Permit Covcraite Without Application — for small construction activities under a Qualifying Local Program only If a construction site is within the jurisdiction ofa Qualifying Local Program. the operator of the construction activity is authorized to discharge stormwater associated with small construction activity under this general permit without the submittal of an application to the Division. a) Applicable Sections: For sites covered by a Qualifying Local Program, only Parts I,A.1, 1.A.2, 1.A.3, I.C.I, 1.C.2, I.C.3, LDS and Part Hof this permit, with the exception of Parts II.A.I, II.B.3, II.B.8, and II.B10, apply. b) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction. PART 1 Page 4 Permit No. COR -030000 A. COVERAGE UNDER THIS PERMIT (cont.) c) Permit Coverage Termination: When a site has been finally stabilized, coverage under this permit is automatically terminated. d) Compliance with Qualifying Local Program: A construction site operator that has authorization to discharge under this permit under Part I.A.3 shall comply with the requirements of the Qualifying Local Program with jurisdiction over the site. e) Full Permit Applicability: The Division may require any owner or operator within the jurisdiction of a Qualifying Local Program covered under this permit to apply for and obtain coverage under the full requirements of this permit. The owner or operator must be notified in writing that an application for full coverage is required. When a permit certification under this permit is issued to an owner or operator that would otherwise be covered under Part 1.A.3 of this permit, the full requirements of this permit replace the requirements as per Part I.A.3 of this permit, upon the effective date of the permit certification. A site brought under the full requirements of this permit must still comply with local stormwater management requirements, policies or guidelines as required by Part I.C. 1.h of this Permit. 4. Application, Due Dates a) Application Due Dates: At least ten days prior to the commencement of construction activities, the operator of the construction activity shall submit an application form as provided by the Division, with a certification that the Stormwater Management Plan (SWMP) is complete. One original completed discharge permit application shall be submitted, by mail or hand delivery, to: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 b) Summary of Application: The application requires. at a minimum. the following: I) The operator's name, address, telephone number, tax payer identification number (or employer identification number), and the status as Federal, State, private, public or other entity; 2) Name, county and location of the construction site, including the latitude and longitude to the nearest 15 seconds of the approximate center of the construction activity; 3) A brief description of the nature of the construction activity; 4) The anticipated starting date of the project and the anticipated schedule of completion 5) Estimates of the total area of the site, the area of the site that is expected to be disturbed, and the total area of the larger common plan of development or sale to undergo disturbance; 6) The name of the receiving water(s), or the municipal separate storm sewer system and the ultimate (i.e., named) receiving water(s); 7) Certification that the SW1MMP for the construction site is complete (see Part 1.13. below); and 8) The signature of the applicant signed in accordance with Part I.E.I of this permit. 5. Permit Certification Procedures If the general permit is applicable to the applicant's operation, then a certification will be developed and the applicant will be authorized to discharge stormwater under this general permit. PART I Page 5 Permit No. COR -030000 A. COVERAGE UNDER THIS PERMIT (cont) a) Request for Additional Information: The Division shall have up to ten days after receipt of the above information to request additional data andlor deny the authorization for any particular discharge. Upon receipt of additional information, the Division shall have an additional ten days to issue or deny authorization for the particular discharge. (Notification of denial shall be by letter, in cases where coverage under an alternate general permit or an individual permit is required, ins€ead of coverage under this permit.) b) Automatic Coverage: if the applicant does not receive a request for additional information or a notification of denial from the Division dated within ten days of receipt of she application by the Division, authorization to discharge in accordance with the conditions of this permit shalt be deemed granted. Individual Permit Required: lf, atter evaluation of the application (or additional information, such as the SWMP), it is found that this general permit is not applicable to the operation, then the application will be processed as one for an individual permit. The applicant will be notified of the Division's decision to deny certification under this general permit. For an individual permit, additional information may be requested, and 180 days will be required to process the application and issue the permit. d) Temporary Coverage: Notwithstanding Parts 1.A.5.a-c, above, the Division reserves the right to temporarily cover stormwater discharge from construction activity under general permits, even though individual permit coverage may be more appropriate. Certification of these activities under a general permit does not in any way infringe on the Division's right to revoke that coverage and issue an individual permit or amend an existing individual permit. e) General vs. Individual Permit Coverage: Any owner or operator authorized by this permit may request to be excluded from the coverage of this permit by applying for an individual CDPS permit. The owner or operator shall submit an individual application, with reasons supporting the request, to the Division at least l 80 days prior to any discharge. t) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storrn drain systems or other water courses within their jurisdiction. S. Inactivation Notice When a site has been finally stabilized in accordance with the SWMP, the operator of the facility must submit an Inactivation Notice that is signed in accordance with Part I.E.1, of this permit. The Inactivation Notice form is available from the Division and includes: a) Permit certification number; b) The permittee's name, address, telephone number; c) Name, location, and county for the construction site for which the application is being submitted. d) Certification that the site has been finally stabilized, and a description of the final stabilization method(s). An inactivation form may not be required for small construction activities if application was made for coverage with a completion date less than 12 months from the start of construction activity. In such cases, permit certification may be authorized for a predetermined period from 3 to 12 months. The permit certification will include the automatic expiration date for permit coverage. If permit coverage beyond that date is needed (i.e., the site has not been finally stabilized), the permittee must submit an extension request form to the Division at Gast 10 days prior to the expiration date. Transfer of Permit When responsibility for stormwater discharges at a construction site changes from one individual to another, the permittee shall submit a completed Notice of Transfer and Acceptance of Terms of a Construction General Storm\+ iter Discharge Permit Certification that is signed in accordance with Part l.Ir.l. of this permit. The Notice of Transfer form is available from the Division and includes: 1 1 1 1 r 1 t 1 1 1 1 1 1 f 1 1 1 1 1 PART I Page 6 Permit: No. COR -030000 A. COVERAGE UNDER THIS PERMIT (cont.) a) Permit certification number. b) Name, location, and county for the construction site for which the application is being submitted. c) The current permittee's name, address, telephone number and the status as Federal, State, private, public or other entity. d) The new permittee's name. address and telephone number and the status as Federal, State, private. public or other entity. e) Certification that the new permittee has I wed the permit and SWMP and accepts responsibility, coverage and liability for the permit. fj Effective date of transfer. if the new responsible party will not complete the transfer form, the permit may be inactivated if the permittee has no legal responsibility, through ownership or contract. for the construction activities at the site. In this case, the new operator would be required to obtain permit coverage separately. Permit Expiration Date Authorization to discharge under this general permit shall expire on June 30, 2007. The Division must evaluate and reissue this general permit at least once every five years and must recertify the applicant's authority to discharge under the general permit at such time. Any permittee desiring continued coverage under the general permit must reapply by March 31, 2007. The Division will determine if the applicant may continue to operate under the terms of the general permit. An individual permit will be required for any facility not reauthorized to discharge under the reissued general permit. 9. Individual Permit Criteria Aside from the activity type, the Division may use other criteria in evaluating whether an individual permit is required instead of this general permit. This information may come from the application, SWMP, or additional information as requested by the Division, and includes, but is not limited to. the hallowing: a) the quality of the receiving waters (i.e., the presence of downstream drinking water intakes ora high quality fishery, or for preservation of high quality water); b) the size of the construction site; c) evidence of noncompliance under a previous permit for the operation; d) the use of chemicals within the stormwater system. In addition, an individual permit may be required when the Division has shown or has reason to suspect that the stormwater discharge may contribute to a violation ofa water quality standard. B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN The SWMP shall be prepared in accordance with good engineering, hydrologic and pollution control practices. (The SWMP need not be prepared by a registered engineer.) The main objective of the plan shall be to identify Best Management Practices (BMPs) which when implemented will meet the terms and conditions of this permit (see Part LC., below). The plan shall identify potential sources of pollution (including sediment) which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity from the facility. in addition, the plan shall describe and ensure the implementation of BMPs which will be used to reduce the pollutants in stormwater discharges associated with construction activity. Construction operations must implement the provisions of the SWMP required under this part as a condition of this permit. The SWMP shall include the following items, at a minimum: PART I Page 7 Permit No. COR -030000 B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN (cont.) Site Description Each plan shall provide a description of the following: a) A description of the construction activity. b) The proposed sequence for major activities. c) Estimates of the total area of the site, and the area of the site that is expected to undergo clearing, excavation or grading. d) An estimate of the runoff coefficient of the site before and after construction activities are completed and any existing data describing the soil, soil erosion potential or the quality of any discharge from the site. e) A description of the existing vegetation at the site and an estimate of the percent vegetative ground cover. f) The location and description of any other potential pollution sources, such as vehicle fueling, storage of fertilizers or chemicals, etc. g) The location and description of any anticipated non-stormwater components of the discharge, such as springs and landscape irrigation return flow. h) The name of the receiving water(s) and the size, type and location of any outfall or, if the discharge is to a municipal separate storm sewer, the name of that system, the location of the storm sewer discharge, and the ultimate receiving water(s). Site Map Each plan shall provide a generalized site map or maps which indicate: - construction site boundaries all areas of soil disturbance areas of cut and fill areas used for storage of building materials, soils or wastes location of any dedicated asphalt or concrete batch plants location of major erosion control facilities or structures springs, streams, wetlands and other surface waters boundaries of 100 -year flood plains, if determined. 3. BMPs for Stormwater Pollution Prevention The plan shall include a narrative description of appropriate controls and measures that will be implemented before and during construction activities at the facility. The plan shall clearly describe the relationship between the phases of construction and the implementation and maintenance of controls and measures. For example, which controls will be implemented during each of the following stages of construction: clearing and grubbing necessary for perimeter controls, initiation of perimeter controls, remaining clearing and grubbing, road grading, storm drain installation, final grading, stabilization, and removal of control measures. The description of controls shall address the following minimum components: a) Erosion and Sediment Controls. 1) Structural Practices. A description ofstructural site management practices which will minimize erosion and sediment transport. Practices may include. but are not limited to: straw bales, silt fences, earth dikes, drainage swales, sediment traps, subsurface drains. pipe slope drains, inlet protection, outlet protection, gabions, and temporary or permanent sediment basins. ?) Non -Structural Practices. A description of interim and permanent stabilization practices. including site- specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where possible and that disturbed areas are stabilized. Non-structural practices may include. but are not limited to: temporary seeding. permanent seeding, mulching. geotextiles, sod stabilization, vegetative buffer strips, protection of trees, and preservation of mature tcgetation. PART 1 Page 8 Permit No. COR -030000 B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN (cont.) b) Materials Handling and Spill Prevention. The SWMP shall identify any procedures or significant materials (see definitions at Part i.D.) handled at the site that could contribute pollutants to ninoff. These could include sources such as: exposed storage of building materials, fertilizers or chemicals; waste piles; and equipment maintenance or fueling procedures. Areas or procedures where potential spills can occur shall have spill prevention and response procedures identified. Measures to control stormwater pollution from dedicated concrete batch plants or dedicated asphalt batch plants covered by this certification, must be identified in the SWMP. 4. Final Stabilization and Loneterm Stormwater Management The plan shall include a description of the measures used to achieve final stabilization and measures to control pollutants in stormwater discharges that will occur after construction operations have been completed. Final stabilization is reached when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre- existing conditions at the site can be considered final stabilization. The permittee will be responsible for providing to the Division the documentation to make this comparison. The Division may, after consultation with the permittee and upon good cause, amend the final stabilization criteria for specific operations. 5. Other Controls The plan shall include a description of other measures to control pollutants in stormwater discharges, including plans for waste disposal and limiting off-site soil tracking. Inspection and Maintenance. The plan shall include a description of procedures to inspect and maintain in good and effective operating condition the vegetation, erosion and sediment control measures and other protective measures identified in the SWMP. C. TERMS AND CONDITIONS 1. General Limitations The following limitations shall apply to all discharges covered by this permit: a) Stormwater discharges from construction activities shall not cause or threaten to cause pollution, contamination or degradation of State waters. b) Concrete wash water shall not be discharged to state waters or to storm sewer systems. c) Bulk storage structures for petroleum products and other chemicals shall have adequate protection so as to contain all spills and prevent any spilled material from entering State waters. d) No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by the 'Division. In granting the use of such chemicals, special conditions and monitoring may be addressed by separate letter. e) The Division reserves the right to require sampling and testing, on a case-by-case basis, in the event that there is reason to suspect that compliance with the SWMP is a problem. or to measure the effectiveness of the BMPs in removing pollutants in the effluent. Such monitoring may include Whole Effluent Toxicity testing. PART I Page 9 Permit No COR -030000 C. TERMS AND CONDITIONS (cont.) f} All wastes composed of building materials must be removed from the site for disposal in licensed disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or discharged at the site. g) Off-site vehicle tracking of sediments shall be minimized. h) All dischargers must comply with the lawful requirements of municipalities, counties, drainage districts and other local agencies regarding any discharges of stormwater to storm drain systems or other water courses under their jurisdiction, including applicable requirements in municipal stormwater management programs developed to comply with CDPS permits. Dischargers must comply with local stormwater management requirements, policies or guidelines including erosion and sediment control. Prohibition of Non-Stormwater Discharges a) Except as provided in paragraph b, below, all discharges covered by this permit shall be composed entirely of stormwater. Discharges of material other than stormwater must be addressed in a separate CDPS pemtit issued for that discharge. b) Discharges from the following sources that are combined with stormwater discharges associated with construction activity may be authorized by this permit, provided that the non-stormwater component of the discharge is identified in the SWMP (see Part 1.8.1.g of this permit): - fire Lighting activities - springs 3. Releases in Excess of Reportable Quantities - landscape irrigation return flow This permit docs not relieve the permittee of the reporting requirements of 40 CFR 110, 40 CFR 117 or 40 CFR 302. Any discharge of hazardous material must be handled in accordance with the Division's Notification Requirements (see Part II.A.3 of the permit). 4. Stormwater Management Plans Prior to commencement of construction, the stormwater management plan (SWMP) shall be implemented for the construction site covered by this permit. a) Signatory Requirements: The plan shall be signed in accordance with Part LEA., with one retained on site. b) SWMP Review/Changes: The permittee shall amend the plan whenever there is a significant change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the State, or if the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity. 5. inspections a) Active Sites - For sites where construction has not been completed, the permittee shall make a thorough inspection of their stormwater management system at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. 1) The construction site perimeter, disturbed areas and areas used for material storage that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWMP shall be observed to ensure that they are operating correctly. PART I Page 10 Permit No COR -030000 C. TERMS AND CONDITIONS (cont.) 2) Based on the results of the inspection, the description of potential pollutant sources, and the pollution prevention and control measures that are identified in the SWMP shall be revised and modified as appropriate as soon as practicable after such inspection. Modifications to control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. 3) The operator shall keep a record of inspections. Any incidence of non-compliance, such as uncontrolled releases of mud or muddy water or measurable quantities of sediment found off the site, shall be recorded with a brief explanation as to the measures taken to prevent future violations, as well as any measure taken to clean up the sediment that has left the site. After adequate measures have been taken to correct any problems, or where a report does not identify any incidents of non-compliance, the report shall contain a signed certification indicating the site is in compliance. This record shall be made available to the Division upon request, b) Completed Sites - For sites where all construction activities are completed but final stabilization has not been achieved due to a vegetative cover that has been planted but has not become established, the permittee shall make a thorough inspection of their stormwater management system at least once every month. When site conditions make this schedule impractical, permittees may petition the Division to grant an alternate inspection schedule. These inspections must be conducted in accordance with paragraphs l ), 2), and 3) of Part 1.C.5.a. above. c) Winter Conditions Inspections, as described above in a) and b), will not be required at sites where snow cover exists over the entire site for an extended period, and melting conditions do not exist. This exemption is applicable only during the period where melting conditions do not exist. Regular inspections, as described above, are required at all other times. 6. Reporting No regular reporting requirements are included in this permit; however, the Division reserves the right to request that a copy of the inspection reports be submitted, 7. SWMP Submittal Upon Renuest Upon request, the perminee shall submit a copy of the SWMP to the Division, EPA or any local agency in charge of approving sediment and erosion plans, grading plans or stormwater management plans. All SWMPs required under this permit are considered reports that shall be available to the public under Section 308(b) of the CWA. The owner or operator ofa facility with stormwater discharges covered by this permit shall make plans available to members of the public upon request, unless the SWMP has been submitted to the Division. However, the permittee may claim any portion ofa SWMP as confidential in accordance with 40 CFR Part 2. D. ADDITIONAL DEFINITIONS For the purposes of this permit: I. BAT and BCT: (Bess Available Technology and. Best Conventional Technology) Technology based federal water quality requirements covered under 40 CFR subchapter N. Best management practices (BNIPs): schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the State. BMPs also include treatment requirements, operating procedures. and practices to control site runoff, spillage or leaks, waste disposal„ or drainage from material storage. 3. Dedicated asphalt plants and concrete plants: portable asphalt plants and concrete plants that are located on or adjacent to a construction site and that provide materials only to that specific construction site. PART 1 Page 11 Permit No. COR -030000 D. ADDITIONAL DEFINITIONS (cont.) 4. Final stabilization: when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels. or equivalent permanent. physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre-existing conditions at the site will be considered final stabilization. 5. Municipal storm sewer system: a conveyance or system of -conveyances (including: roads with drainage systems, municipal streets, catch basins. curbs, gutters, ditches, man-made channels, or storm drains). owned or operated by a State, city, town, county, district, or other public body (created by state law), having jurisdiction over disposal of sewage, industrial waste, stormwater, or other wastes; designed or used for collecting or conveying stormwater. 6. Operator: the individual who has day-to-day supervision and control of activities occurring at the construction site. This can be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances, it is anticipated that at different phases ofa construction project, different types of parties may satisfy the definition of 'operator` and that the permit may be transferred as the roles change. 7. Outfall: a point source at the point where stormwater leaves the construction site and discharges to a receiving water or a stormwater collection system. 8. Part of a larger common plan of development or sale: a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. 9. Point source; any discernible, confined and discrete conveyance from which pollutants are or may be discharged. Point source discharges of stormwater result from structures which increase the imperviousness of the ground which acts to collect runoff; with runoff being conveyed along the resulting drainage or grading pattern. 10, Process water: any water which during manufacturing or processing, comes into contact with or results from the production of any raw material, intermediate product, finished product, by product or waste product. This definition includes mine drainage. 11. Receiving Water: any water of the State of Colorado into which stormwater related to construction activities discharges. 12. Runoff cot Mclean the fraction of total rainfall that will appear as runoff. 13. Significant Materials include but are not limited to: raw materials; fuels; materials such as metallic products; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stonnwater discharge. 14. Stormwater: precipitation -induced surface runoff. 15. Waters of the state of Colorado: any and all surface waters that are contained in or flow in or through the state of Colorado. This definition includes all water courses, even if they are usually dry. E. GENERAL REQUIREMENTS 1. Sii;natory Requirements a) All reports required for submittal shall be signed and certified for accuracy by the permittee in accordance with the following criteria: 1) In the case ofcorporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of'the facility from which the discharge described in the form originates; 2) In the case ofa partnership, by a general partner; PART 1 Page 12 Permit No. COR -030000 E. GENERAL REQUIREMENTS (cont.) 3) In the case ofa sole proprietorship, by the proprietor; 4) In the case ofa municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee. b) Changes to authorization. If an authorization under paragraph a) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph a) of this section must be submitted to the Division, prior to or together with any reports, information, or applications to be signed by an authorized representative. c) Certification. Any person signing a document under paragraph a) of this section shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 2. Retention of Records a) The permittee shall retain copies of the SWMP and all reports required by this permit and records of all data used to complete the application to be covered by this permit, for a period of at least three years from the date that the site is finally stabilized. b) The permittee shall retain a copy of the SWMP required by this permit at the construction site from the date of project initiation to the date of final stabilization, unless another location, specified by the pemuttee, is approved by the Division. PART I1 A. MANAGEMENT REQUIREMENTS 1. Chante in Discharie The permittee shall inform the Division (Permits Unit) in writing of any intent to significantly change activities from those indicated in the permit application (this does not include changes to the SWMP). Upon request, the permittee shall furnish the Division with such plans and specifications which the Division deems reasonably necessary to evaluate the effect on the discharge and receiving stream. The SWMP shall be updated within 30 days of the changes. The permittee shall submit this notice to the Division within two weeks after making a determination to perform the type of activity referred to in the preceding paragraph. Any discharge to the waters of the State from a point source other than specifically authorized by this permit is prohibited. Special Notifications - Definitions a) Spill: An unintentional release of solid or liquid material which may cause pollution of state waters. b) Upset: An exceptional incident in which there is unintentional and temporary noncompliance with permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. PART II Page 13 Permit No. COR -030000 A. MANAGEMENT REQUiIREMENTS (cont.) 3. Noncompliance Notification a) If, for any reason, the permittee does not comply with or will be unable to comply with any permit limitations, standards or permit requirements specified in this permit, the permittee shall, at a minimum, provide the Water Quality Control Division and EPA with the following information: 1) A description of the discharge and cause of noncompliance; 2) The period of noncompliance, including exact dates and times and/or the anticipated time when the discharge will return to compliance; and 3) Steps being taken to reduce, eliminate, and prevent recurrence of the noncomplying discharge. The permittee shall report the following instances of noncompliance orallywithin twenty-four (24) hours from the time the permittee becomes aware of the noncompliance, and shall mail to the Division a written report within five [5) days after becoming aware of the noncompliance (unless otherwise specified by the Division): I) Any instance of noncompliance which may endanger health or the environment; 2) Any spill or discharge of oil or other substance which may cause pollution of the waters of the state. c) The permittee shall report all other instances of non-compliance to the Division within 30 days. The reports shall contain the information listed in sub -paragraph (a) of this section. 4. Submission of Incorrect or Incomplete Information Where the permittee failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or report to the Division, the permittee shall promptly submit the relevant application information which was not submitted or any additional information needed to correct any erroneous information previously submitted. 5. Bypass The bypass of treatment facilities is generally prohibited. 6. Upsets a) Effect of an Upset An upset constitutes an affirmative defense to an action brought for noncompliance with permit limitations and requirements if the requirements of paragraph b of this section are met. (No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review.) b) Conditions Necessary for a Demonstration of Upset A permittee who wishes to establish the affirmative defense of upset shall demonstrate through properly signed contemporaneous operating logs, or other relevant evidence that: I) An upset occurred and that the permittee can identify the specific cause(s) of the upset: 2) The permitted facility was at the time being properly operated; 3) The permittee submitted notice of the upset as required in Part Il.A.3. of this permit (24-hour notice); and PART 11 Page 14 Permit No. COR -030000 A. MANAGEMENT REQUIREMENTS (cont.) ) The pen -Mace complied with any remedial measures required under Section 122.7(d) of the federal regulations. c) Burden of Proof In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof. 7. Removed Substances Solids, sludges, or other pollutants removed in the course of treatment or control of wastewaters shall be properly disposed of in a manner such as to prevent any pollutant from such materials from entering waters of the State. 8. Minimization of Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to waters of the State resulting from noncompliance with any effluent limitations specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. Reduction. Loss, or Failure of Treatment Facility The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the permit requirements. Upon reduction, loss, or failure of the treatment facility, the permittee shall, to the extent necessary to maintain compliance with its permit, control production, or all discharges, or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would be necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. ID, Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance includes effective performance, adequate funding, adequate operator staffing and training, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of hack -up or auxiliary facilities or similar systems only when necessary to achieve compliance with the conditions of the permit. B. RESPONSIBILITIES Inspections and Right to Entry The pennittee shall allow the Director of the State Water Quality Control Division, the EPA Regional Administrator, and/or their authorized representative, upon the presentation of credentials: a) To enter upon the permittec's premises where a regulated facility or activity is located or in which any records are required to be kept under the terms and conditions of this permit; b) At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit and to inspect any monitoring equipment or monitoring method required in the permit; and c) To enter upon the perrnittec's premises to investigate, within reason, any actual, suspected, or potential source of water pollution. or any violation of the Colorado Water Quality Control Act. The investigation may include, but is not limited to. the following: sampling of any discharge and'or process waters. the taking of photographs. interviewing permittee staff on alleged violations, and access to any and all facilities or areas within the permittee's premises that may have any effect on the discharge, permit, or alleged violation. 13. RESPONSIBILITIES (cont.) PART II Page 15 Permit No. COR -030000 Duty to Provide Information The permittee shall furnish to the Division. within a reasonable tune, any information which the Division may request to determine whether cause exists for modifying, revoking and reissuing, or inactivating coverage under this permit, or to determine compliance with this permit. The permittee shall also furnish to the Division, upon request, copies of records required to be kept by this permit. Transfer of Ownership or Control Certification under this permit may be transferred to a new permittee if: a) The current permittee notifies the Division in writing when the transfer is desired; and b) The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage and liability between them; and c) The current permittee has met all fee requirements of the State Discharge Permit System Regulations, Section 61.15. 4. Modification, Suspension. or Revocation of Permit By Division All permit modification. inactivation or revocation and reissuance actions shall be subject to the requirements of the State Discharge Permit System Regulations, Sections 61.5 (2) , 61.5 (3) , 61 .7 and 61. 15 , 5 C . C . R. 1002-61, except for minor modifications. a) This permit„ and certification under this permit, may be modified, suspended. or revoked in whole or in part during its term for reasons determined by the Division including, but not limited to, the following: 1) Violation of any terms or conditions of the permit; 2) Obtaining a permit by misrepresentation or failing to disclose any fact which is material to the granting or denial of a permit or to the establishment of terms or conditions of the permit; 3) Materially false or inaccurate statements or information in the application for the permit; 4) Promulgation of toxic effluent standards or prohibitions (including any schedule of compliance specified in such effluent standard or prohibition) which are established under Section 307 of the Clean Water Act, where such a toxic pollutant is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit. b) This permit, or certification under this permit, may be modified in whole or in part due to a change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge, such as: 1) Promulgation of Water Quality Standards applicable to waters affected by the permitted discharge; or 2) Effluent limitations or other requirements applicable pursuant to the State Act or federal requirements;. or 3) Control regulations promulgated; or 4) Data submitted pursuant to Part I.R or Part 1.C.1 indicates a potential for violation of adopted Water Quality Standards or stream classifications. PART II Page 16 Permit No. COR -030000 B. RESPONS113ILITIES (cont.) c) This permit, or certification under this permit, may be modified in whole or in part to include new effluent limitations and other appropriate conditions where data submitted pursuant to Part I indicates that such effluent limitations and conditions are necessary to ensure compliance with applicable water quality standards and protection of classified uses. d) At the request of the permittee, the Division may modify or inactivate certification under this permit if the following conditions are met: 1) In the case of inactivation, the perrnittee notifies the Division of its intent to inactivate the certification, and certifies that the site has been finally stabilized; 2) In the case of inactivation, the permittee has ceased any and all discharges to state waters and demonstrates to the Division there is no probability of further uncontrolled discharge(s) which may affect waters of the State. 3) The Division finds that the permittee has shown reasonable grounds consistent with the Federal and State statutes and regulations for such modification, amendment or inactivation; 4) Fee requirements of Section 61.15 of State Discharge Permit System Regulations have been met; and 5) Requirements of public notice have been met. For small construction sites covered by a Qualifying Local Program, coverage under this permit is automatically terminated when a site has been finally stabilized. Permit Violations Failure to comply with any terms andJor conditions of this permit shall be a violation of this permit. Dischargers of stormwater associated with industrial activity, as defined in the EPA Stormwater Regulation (40 CFR 122.26(b)(14), which do not obtain coverage under this or other Colorado general permits, or under an individual CDPS permit regulating industrial stormwater, will be in violation of the federal Clean Water Act and the Colorado Water Quality Control Act, 25-8-101. Failure to comply with CDPS permit requirements will also constitute a violation. Civil penalties for such violations may be up to $10,000 per day, and criminal pollution of state waters is punishable by fines of up to $25,000 per day. 6. Leval Responsibilities The issuance of this permit does not convey any property or water rights in either real or personal property, or stream flows, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under Section 311 (Oil and Hazardous Substance Liability) of the Clean Water Act. 7. Severability The provisions of this permit are severable. I f any provisions of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances and the application of the remainder of this permit shall not be affected. PART IT Page 17 Permit No. COR -030000 B. RESPONSIBILITIES (cont.) 8. Renewal Application If the permittee desires to continue to discharge. a permit renewal application shall be submitted at least ninety (90) days before this permit expires. lithe permittee anticipates that there will be no discharge after the expiration date of this permit, the Division should be promptly notified so that it can inactivate the certification in accordance with Part 11.8.4. d. 9. Confidentiality Except for data determined to be confidential under Section 308 of the Federal Clean Water Act and Regulations for the State Discharge Permit System 61.5(4), all reports prepared in accordance with the terms of this permit shall be available for public inspection at the offices of the Division. The permittee must state what is confidential at the time of submittal. Any information relating to any secret process, method of manufacture or production, or sales or marketing data which has been declared confidential by the permittee, and which may be acquired, ascertained, or discovered, whether in any sampling investigation, emergency investigation, or otherwise, shall not be publicly disclosed by any member, officer, or employee of the Commission or the Division, but shall be kept confidential. Any person seeking to invoke the protection of this section shall bear the burden of proving its applicability. This section shall never be interpreted as preventing full disclosure of effluent data. l0. Fees The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Failure to submit the required fee when due and payable is a violation of the permit and will result in enforcement action pursuant to Section 25-8.601 et. seq., C.R.S. 1973 as amended. 11. Reouirine an 1ndividuaI CDPS Permit The Director may require any owner or operator covered under this permit to apply for and obtain an individual CDPS permit if: a) The discharger is not in compliance with the conditions of this general permit; b) Conditions or standards have changed so that the discharge no longer qualifies for a general permit; or c) Data become available which indicate water quality standards may be violated. The owner or operator must be notified in writing that an application for an individual CDPS permit is required. When an individual CDPS permit is issued to an owner or operator otherwise covered under this General Permit. the applicability of the general permit to that owner or operator is automatically inactivated upon the effective date of the individual CDPS permit. COLORADO DEPORTMENT OF PUBLIC HEALTH AND ENVIRONMENT Water Quality Control Division WOCD-P-82 4300 Cherry Creek Drive South Denver, Colorado 50246-1530 RATIONALE STORMWOTER DISCHARGES .4SSOCL4TED WITH CONSTR UC'TI ON A CTI VITY GENERAL PERMIT IN COLORADO SECOND RENEWAL COLORADO DISCHARGE PERMIT NUMBER COR -030000 CONTENTS PAGE 1. Introduction 1 11. Background 2 111. Stormwaler Discharges Associated with Construction Activity 3 IV. Coverage Under this Permit 4 V Application and Certification 4 VI. Qualing Local Programs 4 VII Terms and Conditions of Permit 5 VIII. Changes Made After Public Notice 7 1. INTRODUCTION This permit is for the regulation of stormwater rtmoff from construction activities. The term construction activity" includes clearing. grading and excavation operations. "Stormwater" is precipitation -induced surface runoff This Rationale will explain the background of the Storm+mater program, activities which are covered under this permit, how to apply for coverage under this permit, and the requirements of this permit. The forms discussed in the Rationale and Permit are available on the Division's website at: http:I/www cdphe.state.co.us/wq/pernsitsuniiUwgcdpmt.ht►nl A. Changes in this General Permit Several notable changes from the previous General Permit for Construction Activities have been incorporated into this permit. Most of the changes are related to the Phase i1 revision to the stormwaler regulation in the Colorado Discharge Permit System Regulations (5CCR 1002-61), effective March 2, 2001. Significant changes are listed below: ! Permit coverage is now required for construction sites that disturb 1 to 5 acres (i.e.. small construction activities). Allowances have been made for small construction activities to comply with rhe requirements of a Division -approved Qualifying Local Program (refer to .section V! below for a discussion ofQualh•ing Local Programs) in place of many specific requirements in the Permit. including requirements to submit an application, inactivation notice, and fees to the Division. Refer to Part LA.3 of the Permit and section V11.A of the Rationale for more details. ?. The requirements to submit with the application the Township, Range, section and quarter section ofa site and a list of any other environmental permits for the site have been removed. 3. Inactivation requirements have been changed to allow small construction activities that submit applications indicating a completion date 12 months or less from the start of construction activity to he authoried,/Or a predetermined periodfrom 3 to 12 months. The permit certification will include the automatic vxpiirotirm date for permit coverage. This expiration date will be in place of the requirement ler submit an Inactivation ,Notice. II -permit coverage beyond the expiration dote is needed lie., the site leas +rot heen finally stahili_ed), the permittee mast submit on extension request form to the Division at least 10 days prior to the expiration COLORADO} DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 2. Permit No. COR -030000 1. INTRODUCTION (cont.) 4. The Rationale discussion on the Exemptions for Small Municipalities (Section 111.8) has been changed to include the March 10. 2003 deadline for permit coverage for municipally -owned industries. This did not involve any changes to the permit. 1L BACKGROUND As required under the Clean Water ,4c't amendments of 1987, the Environmental Protection Agency (EPA) has established a framework, for regulating municipal and industrial stormwater discharges. This framework is under the National Pollutant Discharge Elimination System (NPDES) program (Note: The Colorado program is referred to as the Colorado Discharge Permit System, or CDPS, instead of NPDES). The Water Quality Control Division ("the Division") has stormwater regulations (5CCR 1002-61) in place. These regulations require specific types of industrial facilities that discharge stormwater associated with industrial activity (industrial stormwater), to obtain a CDPS permit for such discharge. The regulations specifically include construction activities that disturb one acre of land or more as inchrsirial facilities. Construction activities that are part of a larger common plan of developrne nl which disturb one acre or more over a period of time are also included. A. General Permits The Warer Quality Control Division ("the Division") has determined that the use of general permits is the appropriate procedure for handling the thousands of industrial stormwater applications within the State. B. Permit Requirements This permit does not require submission of effluent monitoring data in the permit application or in the permit itsellf It is believed that aftlly implemented Stormwater Management Plan (SWMP) should be stcient to control water quality impacts. The permit requires dischargers to control and eliminate the sources of pollutants in stormwater through the development and implementation of a SWMP. The plan must include Best Management Practices (BMPs), which will include pollution prevention and source reduction measures, This will constitute BA Tand BCT and should achieve compliance with water quality standards. The narrative permit requirements include prohibitions against discharges of non-stormwater (e.g., process water). Refer to Part LC.2 of the permit. In addition. as a condition of this permit, the permitter is required to pay the annual fee as described in the Water Quality Control Act. Failure to submit the required fee when due and payable is a violation of the permit and will result in enforcement action as discussed below. Permittees will be billed for the initial permit fee within a few weeks of permit issuance. Some construction activities may be required to comply with a Qualifying Local Program in place of meeting several oldie specific requirements in this permit. Sites covered by a Qualifying Local Program may not be required to submit an application for coverage or a notice of inactivation and may not be required to pay the annual fee. Refer to Section Y11.A of the Rationale for f urther infiarmation. C. iriolationsiPenalties Dischargers of stormwaier associated with industrial activity, as defined in the Regulations for the Siate Discharge Permit System (5CCR 1002-61). which do not obtain coverage tinder this or other Colorado ,general permits, or under an individual CDPS permit regulating industrial stormwater, will he in violation of the Federal Clean Water .-rci and the Colorado Water Quality Control .ice. 25-8-101_ For facilifies covered under a COPS permit. failure 10 comply with w v CDPS permit requirement cunsliuues a violation. Civil penalties for violations of the .Ice or CDPS permit requirements may he up to $10.000 per day. Criminal pollution of state x+aters is punishable fry fines of up to 525.000 per day. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 3. Permit No. COR -030000 111. STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY The Stormwater regulations require that stormwater discharges associated with certain industrial activities be covered under the permit program. Construction activity that disturbs one acre or more during the life of the project is specifically included in the listed industrial activities. A. Construction Activity Construction activity includes clearing. grading and excavation activities. Construction does not include routine maintenance performed by public agencies. or their agents to maintain original line and grade. hydraulic capacity, or original purpose of the facility. Definitions of additional terms can be found in Part ID of the Permit. Stormwater discharges from construction activity require permit coverage. except for operations that result in the disturbance of less than one acre of total land area which are not part Oa larger common plan of development or sale. A larger common plan of development or sale is a contiguous area where multiple separate and distinct construction activities may be taking place at different limes on different schedules under one plan. B. T►pes of Activities Covered This permit is intended to cover most new or existing discharges composed entirely of siormwater from construction activities that are required by State regulation to obtain a permit. This includes stormwater discharges associated with areas that are dedicated to producing earthen materials. such as soils, sand, and gravel. far use al a single construction site. These areas may be located at the construction site or at some other location. This permit does not authorize the discharge of mine water or process water from such areas. This permit also includes stormwater discharges associated with dedicated asphalt plants and concrete plants located at the construction sites. C. Topes of Activities NOT Covered This permit does not cover stormwater discharged from construction sites that is mired with stormwater from other types of industrial activities, or process water of any kind. Other types of industrial activities that require stormwater discharge permits pursuant to different sections of the regulations (Regulation 5 CCR 1002-61. Section 61.2(e)(iii)(A-I. KJ]. are not covered by this permit. This permit also does not cover the discharge of process water. If the construction activity encounters groundwater, a Construction Dewatering Discharge Permit (Permit Number COG -070000) must also he obtained in order to discharge this groundwater from the excavation site. An application for this permit can he obtained from the Division at the address listed in Part LA.4.a of the Permit. D. E.xemptionsforSmall Municipalities The Intermodal Surface Transportation Efficiency Act of 1991 (Section 1068(0 added an exemption to the stormwater regulations for municipalities with less than 100,000 population. The term "municipality" includes cities, towns, counties, special districts or any entity created by or pursuant to State law. Stormwater discharges associated with construction activityforfacililies or sites that are owned or operated by a small municipality are not required to apply for or obtain a stormwater permit until March 10, 2003. (Note: This exemption does not apply to other, privately owned construction sites within the same small municipality.) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 4. Permit No. COR -030000 1V COVERAGE UNDER THIS GENERAL PERMIT Under this general permit. operators of stormwater discharges associated with construction activity may be granted authorization to discharge siorrnwater into waters of the Slate of Colorado. This includes stormwater discharges associated with industrial activity from areas that are dedicated 10 producing earthen materials. such as soils, sand and gravel. far use at a single construction site. and dedicated asphalt plants and dedicated concrete plants. This permit does not pre-empt or supersede the authority of local agencies lo prohibit. restrict or control discharges of stormwater ro storm drain systems or other wafer courses within their jurisdiction. Authorization to discharge under the permit requires submittal of a completed application form and a certification that the SWMP is complete, unless the site is covered by a Qualifying Local Program. Upon receipt of all required information, the Division may allow or disallow coverage under the general perenit. C! APPLICATION AND CERTIFICATION Ar least ten days prior w the commencement of construction activities (i.e.; the initial disturbance of soils associated with clearing, grading, excavation activities, installation of structural BMPS, or other activities), the operator of the construction site shall submit an original completed application which includes the signed certification that the SWAMP is complete. In order to avoid confusion during processing, original signatures are required for the application to be considered complete. For small construction sires only, if the sire is covered by a Qualring Local Program (see below), submittal of an application is not required. For the purpose of this permit. the "operator" is the person who has day-to-day control over the project. This can be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances. A r different times of a construction project, different types of parties may satisfy the definition of `operator' and the certification may he transferred as roles change. (Note - Under the Federal regulations. this application process is referred ro as a Notice of Intent, or NCO. For internal consistency with its current program. the Division will continue to use the term "application.") An outline of the permit application requirements is found in the permit at Part 1.4.4. b. If this general permit is applicable, then a certification will be developed and the applicant will he certified under this general permit. VI. QUALIFYING LOC4L PROGRAMS For stormwater discharges associated with small canslruction activity (i.e., one to five acre sites). the permit includes conditions that incorporate approved qualifying local erosion and sediment control program (Qualifying Local Program) requirements by reference. .4 Qualihing Local Program is a municipal storm►vater program for stormwater discharges associated with small construction activity that has been formally approved by the Division. The requirements for Qualing Local Programs are outlined in Part 61.8(12) of the Colorado Discharger Permit System Regulations (also see the Division 's "Qualifybrg Local Programs for Small Construction Sites - Application Guidance'). Such programs must impose requirements to protect water quality that are al least as strict as those required in this permit. A. .4pproval Termination: .4 Quuli/i•ing Local Program may be terminated by either the Division or the municipality. Upon terminutian of Division approval of a Quali ying Local Program, any small construction activity required to obtain permit coverage under Section 61.3(2)(h) of the State Discharge Permit System Regulations shall submit an application form as provided by the Division. with a certification that the Stormwarter Management Plan (SWMP) is complete as required by Part 1.4.4 of the Permit, within 30 days. 8 Approval Expiration: Division approval of a Quallhing Local Program will expire with this general permit on June 30. 2007. Any municipality desiring to continue Division approval oftheir program must reapply by March 31, 2007, The Division will determine /the program may continue as a approved Qualifying Local Program. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 5. Permit No. COR -030000 Y11. TERMS AND CONDITIONS OF PERMIT A. Coverage under a Oualihin2 Local Program - For Small Construction Sites Only For small construction sites (disturbing less than 5 acres) covered under a Quai►fying Local Program (see Section VI above), only certain permit requirements apply, as outlined below. The local program must have been formally designated by the Division to qualify. Most municipalities have some type of local program and may require permits and fees. However, simply having a program in place does nor necessarily mean that it is a qualifi°ing program and that a Slate permit is not required. The local municipality will be responsible for notifying operators and/or owners that they are covered by a Qualifying Local Program..! list of municipalities with Qualifying Local Programs is also available al htrp://www.cdphe.slate.co.us/xq/PermitsUnitAvgcdpmr.himl. The Division reserves the right to require any owner or operator within the jurisdiction of a Qualifying Local Program covered under this permit to apply far and obtain coverage under the fill requirements of this permit. 1. Permit Coverage: If a construction site is within tate jurisdiction of a Qualifying Local Program, the operator of the construction activity is authorized to discharge stormwater associated with small construction activity under this general permit without the submittal of an application to the Division. The permittee also is not required to submit an inactivation notice or payment of an annualfee to the Division. 2. Permit Terms and Conditions: The permittee covered by a QuaI fyiing Local Program must comply with the requirements of that Qualing Local Program . In addition, the following permit sections are applicable: 1.4.2. and 1.A.3. Authorization to discharge and discussion of coverage under the permit. ii. LC 1:: General limitations that must be met in addition to local requirements. id. 1.C.2. 1.C.3: Prohibition of non-stormwater discharges unless addressed in a separate CDPS permit, and requirements related to releases of reportable quantities. iv. I.D: .4ddiitional definitions. v. Part 11 (except for Parts ILA.1, 11.8.3, 11.B.8, and 11.B10): Specifically includes, but is not limited to, provisions applicable in the case of noncompliance with permit requirement, and requirements to provide information and access. B. Stormwater Management Plans (SW1vfPs) Prior to commencement of construction, a start -water management plan (SWMP) shall be developed and implemented for each facility covered by this permit A certification that the SWMP is complete must be submitted with the permit application. The SWMP shall ident6 potential sources of pollution (including sediment) which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity from the facility. In addition, the plan shall describe the best management practice (BMPs) ishick will be used to reduce the pollutants in stormwater discharges from the construction site. Facilities must implement the provisions of their SWMP as a condition of this permit. The SWMP shall include the following items: 1. Site Description ?. Site Map 3. BMPs for Stormwater Pollution Prevention 4. Longterm Stormwater Management 5. Other Controls 6. Inspection and Afaintenance 7. Signatory Requirements and Availability 8. SJVti(P Review•'Changes (See Part 1.8. orf the permit for a more detailed description of SWMP requirements.) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rati.onaIe - Page 6. Permit No. COR -Q30000 VII. TERMS AND CONDITIONS OF PERMIT (cont.) C. AIonirornt� Sampling and testing of stormKwterfor specific parameters is not required on u routine basis under this permit. However, the Division reserves the right to require sampling and testing on a case-by-case basis. in the event that there is reason to suspect that compliance with the SWMP is aproblem. or to measure the effectiveness of the BMPs in removing pollutants in the effluent. D. Facility Inspections Active construction sites must inspect their stormwater management controls at least every 14 days and after any precipitation or snowmelt event that causes surface erosion. .41 sites where construction has been completed but a vegetative cover has not been established, these inspections must occur at least once per month. At sites where winter conditions exist. inspections are not required during the period that the winter conditions exist. For all of these inspections, records must be kept on file_ Refer to the permit at Part I.C.3 for detailed requirements of these inspections. E. Revision ofSWMP Based on the results of the inspections (see D. above), the description of potential pollutant sources and the pollution prevention and control measures, identified in the SWMP, and the control measures themselves, shall be revised and modified as appropriate as soon as practicable after such inspection. Modification of control measures shall be implemented in a timely manner, but in no case more than 7 calendar days after the inspection. Reporting The inspection record shall be made available to the Division upon request. Regular submittal of an annual report is not required in this permit. Annual Fee The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Permittees will be billed for the initial permit fee within a few weeks of permit issuance and then annually, based on a July 1 through June 30 billing cycle. For small construction activities. if application was made for coverage with a completion date 12 months or less from the start of construction activity, a fee will be assessed based on the estimated number of calendar quarters the site is active, Projects going beyond that time will be billed the standard annual fee. H. Inactivation Notice When a site has been finally stabilized in accordance with the SWMP, rhe operator of the facility .shall submit an Inactivation Notice that is signed in accordance with Part I.E.I of the permit. The content of the Inactivation Notice is described in Part I.A.6 of the permit. .4 copy of the Inactivation Notice form will be mailed to the permittee along with the permit certification..4dditional copies are available from the Division. .4n exception to the requirement to submit an inactivation has been included in the renewed permit for Small Construction Sires that will be finally stabilized within 12 months of the beginning of -construction activities. in such cases. the permit certification will indicate the automatic expiration date. 1 fpermit coverage is needed beyond that date, an extension request form must be submitted to the Division at least /0 days prior to the expiration dare, COLORADO DEPARTMENT OF PCJBLIC HEALTH AND ENVIRONMENT, Water Quality Control Division Rationale - Page 7. Permit No. COR -030000 VII. TERMS AND CONDITIONS OF PERMIT (cont.) 1. Trans/er al -Permit When responsibility for storm t ater discharges al a construction site changes from one individual to another. the permit shall be transferred in accordance with Part l.A.7 of the permit. The Notice of Transfer form will he mailed to the permittee along with the permit certification. Additional copies are available from the Division. If the new responsible party will not complete the transfer form. the permit coati he inactivated lithe permittee has no legal responsibility, through ownership or contract for the construction activities at the site. In this case, the new operator would be required to obtain permit coverage separately. J. Duration of Permit The general permit will expire on June 30. 2007. The permittee's authority to discharge under this permit is approved until the expiration date of the general permit, Any permittee desiring continued coverage tender the general permit must apply for recertification under the general permit al least 90 days prior to its expiration date. Nathan Moore March 11, 2002 VII CHANGES MADE AFTER PUBLIC NOTICE Several comments were received from the Environmental Protection Agency (EPA). Changes based an these comments and additional internal review are discussed below: A. The EP.4 commented that language needs to be added to the permit addressing the certification requirements for inspection reports. Part 1.E.1 of the Permit requires that all reports submitted to the Division include specific certification language. Because site inspections required by Part 1. C.5 of the permit are not submitted to Me Division, they are not covered under Parr 1.C.5 of'the Permit or Regulation 5 CCR 1002-61, Section 61.4(1)(,Q, which require specific certification language. However, Regulation 5 CCR 1002-61, Section 61.8(4)(o)(ii)(B) does require that the permittee maintain a record summarizing the inspections that includes a certification that the site in compliance with the plan and the permit. Therefore, language has been added to Part I.C.5 of the Permit, requiring that a signed statement he included with all records of inspection on the status of compliance at the site. B. The EPA recommended that the Permit and Rationale be changed to indicate that the application is due ten days prior to the commencement of construction activities. instead of prior to the anticipated date of discharge. The Division agrees that this wording is preferable and more accurately indicates the Division 's existing interpretation of the regulations. These changes have been made. C. The EPA expressed concern with requiring a permittee to transfer permit coverage in cases where the new responsible parry may not be cooperative. Language has been added to the Permit and Rationale clari ing that termination of permit coverage is allowed when the permittee no longer has any legal responsibility through ownership or contract for the construction activity D. The EP.4 commented on the lack ofa definition for the terms "receiving water" and "ultimate receiving water". .4 definition has been added to the Permit. and the term "ultimate receiving water" clarified to indicate that it means the first named receiving water, ifthe discharge initially goes to an unnamed ditch or storm sewer. Nathan Moore May 15, 2002 APPENDIX C PERMIT CERTIFICATION (PROVIDED BY STATE) 36170-00(4) Conestoga -Rovers & Associates