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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4 6 4 7 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 Assessor's Parcel No. OW/ SYS INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY Owner's Name 1?7,... Present Address TDZ�1 1.042 l�honeg g7, n6% System Location E DlyL 7"/1 4 PAC, Legal Description of Assessor's Parcel No. 2 —frrS 1 4 . W CIS' SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both). White -APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 1088"'Street, Suite401, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 1 Parcel No:(this Information is available at the assessors office 970-945-9134) 2405-141-00-954 2 Job Address: (if an address has not been assigned, please provide Cr,Hwy or Street Name & City) or legal description Federal 7-94 Pad site Off of Spruce Creek Rd See attached Access Description 3 Lot Size: Lot No: Block No: Subd/Exemption: See Attached Survey Pla package and Assessors Detail CSNx Issue -Date: •^� Q • 4 Owner: (property owner) Bureau Of Land Mailing Address 50629 HWY 6&24 Glenwood Sorinas. CO 81601 Ph: 970-947-2757 Alt Ph: 5 -Manaaement Contractor: Williams Production RMT Co Mailing Address PO Box 370, Parachute, CO 81635 Ph: 970-285-9377 ext 2288 Alt Ph: 6 Engineer. N/A Mailing Address Ph: Alt Ph: 7 Permit Request For: (X ) New Installation ( ) Alteration (1 Reoair 8 Waste Type: (X ) Dwelling ( ) Tranient Use ( ) Commercial or Industrial ( ) Non- Domestic Wastes ( ) Other- Describe 9 Building Or Service Type: Number of Bedrooms: 2 - Garbage Grinder ( ) Yes (X )No 10 Source & Type of Water Supply: ( ) Well ( ) Spring ( ) Stream Or Creek ( ) Cistern If supplied by COMMUNITY WATER, give name of supplier: Down Valley Septic and Waste 11 Distance to Nearest community Sewer System: N/A Was there an effort to connect to the community System? N/A YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 Ground Conditions: Depth to 1st Ground Water Table N/A Percent Ground Slope N/A 13 Type of Individual Sewage System (ISDS) Proposed: ( ) Septic Tank ( )Aeration Plant elf Vault ( ) Vault Privy ( )Composting Toilet ( ) Recycling, Potable Use ( )Recycling, Other use ( ) Pit Privy ( ) Incineration Toilet ( ) Chemical Toilet (X) Other- Describe: Hauled to Down Valley Waste for their disposal 14 Final Disposal By: ( ) Absorption trench, Bed or P11 ( ) Underground Dispersal ( ) Above Ground Dispersal ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater pond (X )other -Describe Hauled to Down Valley Waste for their disposal 15 Will effluent be discharged Into waters of the state? ( )Yes (X )No 16 Percolation Test Result: (to be completed by Registered Professional Engineer, If the Engineer does the Percolation Test) N/A Minutes per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch in hole No.2 Minutes per Inch in hole No.4 Name, address & telephone of RPE who made soil absorption test: N/A Name, address & telephone of RPE responsible for design of the system:N/A 17 Applicant acknowldges that the by the local health departmen the issuance of the permit is subject and reports itted herewl bell- . . are designed to be • d that : falsificati and legal ac'r.eryury as completeness of the application to be made and furnished to such terms and h and required to b- su .mitted el : d on by loc-1 . -p . , n o, misrepre .e tai. pro ided b -r is conditional upon such further mandatiory and additional test and reports as may be required by the applicant or by the local health department for purposed of the evaluation of the application; and conditions as deemed necessary to insure compliance with the rules and regulations made, Information by the applicant are or will be represented to be true and correct to the best of my knowledge and ent of health in evaluationg the same for purposes of issuing the permit applied for herin. I further ay result In th enial of the application or revocation of any permit granted based upon said application i� ! ="T ers S • nature Date STAFF USE ONLY Total Rex: J • cm Building Permit #: Permit Fec—:-7 /�j� (7 1 . V Perk Fec: .-,-- Septic Perrtiit #: 41.047 Issue -Date: •^� Q • Building & Pla ing Dep APPROVAL DATE ,..-' t /�, GENERAL PERMIT CONDITIONS DOMESTIC WASTEWATER VAULT SYSTEMS AUTHORIZATION TO UTILIZE A VAULT SYSTEM UNDER THE GARFIELD COUNTY BOARD OF HEALTH "INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS" The Garfield County Board of Health "Individual Sewage Disposal Systems Regulations" adopted in 1994 pursuant to current guidelines of the state board and adopted in compliance with Section 25-10-104(2), (3), and (4) C.R.S., shall govern all aspects of permits, performance, location, construction, alteration, installation, and use of individual sewage disposal systems of less than 2,000 gallon per day design capacity. This permit specifically authorizes the entity(s) listed on page 1 of this document to install and utilize a vault system, as of the effective dates stated on page I, in accordance with permit requirements and conditions set forth in part 1 hereof. Any vault system installation authorized herein shall be consistent with the terms and conditions of the pennit. SEPTIC PERMIT NUMBER 4047 WELL SITE LOCATIONS (APD#(s)) Federal 7-94 OPERATORS NAME Williams A. GENERAL: Vaulted wastewater systems are not permitted in Garfield County for any facility that will generate 2000 gallons or more of wastewater per day. A vault system as permitted by Garfield County is allowed only for limited use occupancy with a cumulative usage period of less than one year and for occupancy of 24 or less people, only on property which cannot accommodate a sewage treatment system. Vault systems are allowed on oil and gas well pads due to the limited development time frames and limitation of on site disturbance set by the Colorado Oil and Gas Conservation Commission, the United States Forest Service and the Bureau of Land Management. A vault, as permitted by the local board of health, shall have a minimum 1000 gallon effective capacity. B. TERMS AND CONDITIONS 1. Minimum, horizontal distances from the various components of a system to pertinent terrain features, including streams, lakes, water courses, springs, wells, subsoil drains, cisterns, water lines, suction lines, gulches, dwellings, other occupied buildings and property lines, shall be in accordance with the following "Table of Minimum Horizontal Distances". 2. No vault system shall be installed in a floodway. 3. When a system is installed in a 100 -year floodplain then the system shall meet or exceed the requirements of the National Flood Insurance Program. The system as approved by the Garfield County Building Official or his/her designated agent shall be designed to minimize or eliminate infiltration of floodwaters into the system, and discharge of the system into the floodwaters. 4. Only tanks that have been certified by the Colorado Department of Public Health and Environment shall be used for a vaulted system. 5. All tanks shall be installed in accordance with the manufacturer's specifications. 6. Watertight vaults shall not allow infiltration of groundwater or surface water and shall not permit the accidental or intentional discharge release of wastewater or liquids to the ground surface or to waters of the state. 7. Vaults shall not have an outlet unless designed to flow to another tank in series for the purpose of increasing holding capacity. Such outlets shall be water tight. 8. Tanks shall be so constructed and installed as to withstand earth and hydrostatic pressures when filled and when empty. 9. In locations where groundwater may cause instability problems to the vault due to flotation, the tank shall be anchored in a sufficient manner in order to provide stability when the tank is empty. The method of anchoring must be approved by the Garfield County Building Official or his/her designated agent prior to installation. The local authority may require the design of the anchoring system to be prepared by a Registered Professional Engineer. 10. Each vault unit shall be equipped with an access manhole located to permit periodic physical inspection and maintenance of all the tank and removal of the waste contents. 11. Components shall be so designed and constructed that when installed in accordance with manufacturer's recommendations, they shall be capable of being easily maintained, sampled, drained, pumped, inspected and cleaned. 12. The surface of the ground over the vault system must be restricted to activity or use which will allow the system to function as designed and which will not contribute to compaction of the soil or to structural loading detrimental to the capability of the vault to function as designed. 13. All metal surfaces shall be properly coated to prevent corrosion. 14. Plumbing fixtures, grease traps, building sewers, vents, sewer lines and other appurtenances shall be designed, operated and maintained so as to comply with the minimum requirements of the International Plumbing Code. 15. All wastewater lines used in individual sewage disposal systems shall be constructed of compatible pipe, bonding agent, and fittings. 16. Where plastic pipe and fittings are used, the minimum wall thickness of the pipe shall conform to ASTM Standard D 3034, or equivalent. 17. All electrical work, equipment, and material shall comply with the requirements of the National Electrical Code. 18. A signal device shall be installed to indicate when pumping is necessary. 19. The permittee shall provide for maintenance and cleaning of the vault system through a legal contract with a company experienced in the removal, proper handling, transport and proper disposal of the vault contents. 20. Disposal of waste materials removed from a vault system in the process of maintenance or cleaning shall be accomplished at a site approved by Garfield County in a manner which does not create a hazard to the public health, a nuisance or an undue risk of pollution and which complies with state and local rules and regulations. 21. When the use of a vault system is terminated or the vault system is relocated, the contents of a vault shall be properly removed and disposed of and the emptied vault shall be filled with soil or rock, or the Garfield County Building Official may allow the vault to be reused, removed and disposed of properly. C. RECORDS The Permittee shall establish and maintain records. All records shall be maintained a public records and be made available to Garfield County or other third party upon request. Required records shall include, but not be limited to, the following: • A copy of the permitees's current legal contract for removal of vault waste. • A copy of this permit. • The dates, location, and time of pumping tank contents; • The individual(s) and company that performed tank pumping; • The volume of waste removed from the tank; • The location of disposal including a receipt from the receiving facility; • Any system repair or maintenance performed including the reason for said repair or maintenance. D. CERTIFICATION OF AN APPROVED VAULT SYSTEM INSTALLATION 2 The Permittee shall inform the Garfield County Building Official in writing of any intent to construct, install, or alter any vault system, no greater than 48 hours after construction, and shall furnish the Garfield County Building Department such plans and specifications to evaluate compliance with the Garfield County ISDS Regulations. E. REMOVED SUBSTANCES Solids, sludge's, or other pollutants removed in the course of vault maintenance shall be removed and disposed of in a manner such as to prevent any of this material from discharging to the ground surface or from entering waters of the State. For all domestic wastewater treatment works, the Permittee shall dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act) regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likehood of adversely affecting the public health or environment. Permittee shall maintain a copy of a service contract and any pumping and disposal records from the approved contracted systems cleaner and submit such information when requested by the local regulatory authority. F. PERMIT VIOLATIONS Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. The surface discharge of any pollutant identified in this permit in a manner other than is authorized in this permit shall constitute a violation of the permit. Permit violations will be subject to enforcement provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County Board of Health "Individual Sewage Disposal Systems Regulations". Violations of the permit are the sole responsibility of the Permittee. G. ACCESS TO THE SITE For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any permit issued, the Garfield County Building Official or his/her designated agent is authorized to enter upon private property at reasonable times and upon reasonable notice for the purpose of determining whether or not operating sewage treatment systems are functioning in compliance with this permit. 3 October 1,2008 Ciarfield County 109 8111 Street Glenwood Springs, CO 81601 R& Antherllyu Agut • nersexuason Bey aranouclnon R0./km YID Paths% CO 81954370Y/01211$4,77 muc+sasr,� Dear Cooly This tetter is to confirm the appoirement of Seedy MDMd end Ede ler es authorized Agents to execute thumments forest following Comuray • Iteriptee 6 MI& Lit ® Ryan Cobh LW Thb authorityis granted for all documents fudged b GarfieldC Shwa*, Aka Barrhon Vice President Denver Region DRe loroIros i FEDERAL RWF 44-4 T. 7S. S89°00'05"E 2609.23' 1984 Alum. Cop LS /10871 S89°01'24" 2608.26' 7997 Alum. Cap LS /27925 EXISTING PAD ELEV.: 6276.0 N O to 1997 Alum. Cop LS /27925 THERE ARE NO VISIBLE IMPROVEMENTS WITHIN 200' OF THIS LOCATION Slone East 7/4 Sec 4 II'• at < BOTTOM HOLE LOCATION 1252 FSL 636 FEL Lat.: 39:463500°N Long.: 107.885369°W North: 1602550.2 (COSP) East: 2326614.3 (COSP) O SURFACE HOLE LOCATION N 666 FSL, 2000 FEL Lat.: 39%461818°N Long.: 107.890159°W North: 1601973.4 (COSP) East: 2325246.4 (COSP) stoat. GLO South 1/4 Bross CopSec 4 2691.14' BLR1 Boundary 4 N 89°08'15" W 666' 1 2676.23' 00 INN I HE ME SURVEYORS STATEMENT Stone SE Sec 4 N 89°35'10" W (BASIS OF BEARING) n0• Issagatelleld GRAPHIC" CH SCALE INE FEET 1 I -LEGEND- FIELD LOCATED SECTION MONUMENTS AS DESCRIBED 1, MICHAEL J LANGHORNE, A REGISTERED LAND SURVEYOR IN THE STATE OF COLpk4„8. o' REREBY CERTIFY THAT THE SURVEY SHOWN HEREON WpS:,,PREI ARI/ UN%iER MY DIRECT SUPERVISION AND HAS SEEN ST ATTE: ON'FL,E aJ?PUJ L) 4 S SHOWN ON THE PLAT AND CHECK/1NG P.FTA 1'H1S MAPnJS A 7)'RUE REPRESENTATION THEREOF. MICHAEL J,.'4NPHORNE G01QRADO REGISTRATION NO. 36572 FOR AND ON B,RJLF(,?i: J BOOKCLJFF SURVEY` SERVICES, INC. REFERENCES 3) EXTENSION SURVEY OFT. 7 S, R. 95 4V„ (.7''H P.M. (GLO PLAT) 2) US:G.S. QUAD. RULISON. CO ~ BOO CHIF.. Sury Services, Inc. SURVEY DATE: 4/24/08 MAP DATE: 4/30/08. sow?.- 7" = 1000' SHEET: 1 of 9 PROJECT: W11,1 TAMS NOTES FIELD SURVEYED WELL LOCATION CALCULATED BOTTOM HOLE LOCATION CALCULATED SECTION CORNER LOCATION 0 0 1) ELEVATIONS BASED ON N.A. V D. 1988 PUBLISHED COORDINATE 2) LATITUDES AND LONGOVDES ARE EASE ON NAD 83 PUBLISHED COORDINATES 3) STATE PLANE COORDINATES ARE BASED ON COLORADO CENTRAL ZONE, US. SURVEY FEET 41 ELEVATION MASK SET 70 1.5" 5) OPS OPERATOR J.KIRPATR/CK, OBSERVED A PDOP OF 8.0 6) SURFACE AND 1301TOM HOLE LOCATIONS ARE MEASURED 90' FROM SECTION LINES WELL LOCATION PLAT Prepared for: Wlikaing• Williams Production, RMT SWI/4 SE1/4, SECTION 4 T. 7S., R. 94 W. of the 6th. P.M. GARFIELD COUNTY, COLORADO DAYLIGHT LINE NW #3 F W €. ; 2 (F 60 6ti 50.:- 0/S ® CO' (at REF. PNT. GFQ\F y,0 120' 150'i :wgs Exiel. Bldg. N '4 F 0.1' Exist. Federal - 7-94.S 0.4 i 501'44'40"E $oposed RWF 344-4 Proposed RWF 44-4 # { Proposed RWF 444-4 Proposed RWF 443-4 {} I, Proposed RWF 343-4 * * proposed RWF 544,-4 Proposed RWF 543-4 * * Proposed RWF 334=4 Proposed RWF 43-4 {} Proposed RWF. 34-4 Proposed RWF 33— # Proposed RWF 433-4 Proposed RWF 333-4 Proposed RWF 533-4 1' x\ ` 7\.5'x10' N Well)Grid ti / SW F 23.0' - NE PROD. PAD F 6.8' STORM WATER LEGEND: BP BRUSH PILE/ BARRIER SB STRAW BALE BARRIER I &8 I SOIL CONTAINMENT BERM Total Disturbed Area = 4.39 ac. ESTIMATED DIRT QUANTITIES (cy) ITEM CUT FILL TOPSOIL EXCESS PAD 34118 15082 1793 17243 PIT 3390 3390 TOTALS 37508 15082 1793 20633 F8.1& _rtti� 60' 101x10• FLARE PIT 9 50' 0/S REF. PNT. DAY IGHT LINE NW PROD. PAD Q, 0.2' X ' X X ----•--IX NE #5 A, C 28.6' 1:1 CUT SLOPE E Q #6� C 34.9' (DAYLIGHT ''^ LINE SE f#7 C 26.5' Mt , 0 pd CC LPROP. ROAD 'DAYLIGHT LINE SW PROD. PAD C 6.9' J 'NOTE: 1) USE EXCESS PIT MATERIAL TO COMPLETE PAD SURFACE. 2) TOPSOIL VOLUME BASED ON 6" SOIL DEPTH. REVISED:5/20/08 Survey Services, Inc. SCALE: DATE: SHEET PROJECT: DFT: I"=80' 4/30/08 2 of 9 WILLIAMS DPM BB Construction Plan Prepared for: WJams. Williams Production, RMT FEDERAL 7-94-S 0-4 - Sheet 2 GRADING PLAN & PAD LAYOUT E 1 CONTAINMENT BERM A BRUSH PILE/ STRAW BALE BARRIER 13 PROPOSED DRILL r PAD SURFACE t 120' WELLS C 28.6' -e EXISTING GROUND / i F 0.1' CUT F 9.8' PROPOSED DRILL CONTAINMENT BERM \PAD SURFACE BRUSH PILE/ STRAW BALE BARRIER C 120' 150' EXISTING GROUND C 0.0'x/ 150' FILL F 18.8' PROPOSED DRILL PAD SURFACE CONTAINMENT BERM BRUSH PILE/ STRAW BALE BARRIER i F 23.0' AA C 34.9' i i CUT 7 i CUTTINGS TRENCH EXISTING C 26. ' i GROUND � CUT 150' F 8.1' REVISED: 5/5/08 SCALE: Horiz.: 1" = 80' Vert. : 1" = 40' 13B i CC 'NOTE: ALL PROPOSED FILL SIDE SLOPES ARE AT 1.5:1 ALL PROPOSED CUT SIDE SLOPES ARE AT 1:1 UNLESS OTHERWISE NOTED. BOOKCLIFF 'Sure Services, Inc. SCA DATE: SHEET: PRQIECT DFT.• AS NOTED 4/30/08 3 of 9 WILLIAMS DPM Construction Plan Prepared for: ms: Williams Production, RMT FEDERAL 7-94-5 0-4 - Sheet 3 DRILL PAD CROSS SECTIONS yl r 1 SEE GRADING PLAN & PAD LAYOUT SHEET FOR WELL DESIGNATIONS. r X — X REVISER' 5/5/08 X ----_ X tied Ynty)9) fivryroj62 Surv' / Services, Inc. SCALE: DATE: SHEET: PROJECT: DFT. 4/30/08 4 of 9 WILLIAMS DPM Construction Plan Prepared for: Jms. Williams Production, RMT FEDERAL 7-94-8 0-4 - Sheet 4 DRILL RIG LAYOUT ' 4eQ° 1/t., , e • 2 oct4,15/- s fr I d 4 N 1'41441tN7lt-4 5 . ..,' (A , re . 1 t.,..,-, ;; ,• ,.... 1,,. ,) Y - - - • ,,- '.'tLi( ' ''—' ' c ' ' (I. --' 11'.'71 7Th liqj, /y, i . ; ji il—",./ 141Y1 .1 l. i 1.,-' ,.:! 1,-- / I .1 -FEDERAL 'PAD LOCATION PROPOSED ACCESS ROAD -1..7 //I :• 1, 2: Th. )>-:"57---&-ci I I 'rpo ....•.0.(2-.2a 14'1—i- /,'„?-71-‘; ; ---------- AtitSS DESCRIPTION: FROM THE INTERSECTION OF RULISON ROAD (COUNTY ROAD 323) & 1-70 AT THE RULISON EXIT, PROCEED SOUTHEASTERLY ALONG RULISON ROAD (COUNTY ROAD 323) tail. MILES TO THE INTERSECTION WITH RIFLE-RULISON ROAD (COUNTY ROAD 320), PROCEED LEFT IN A EASTERLY DIRECTION ±3.8 MILES ALONG RIFLE-RULISON ROAD (COUNTY ROAD 320) TO A "Y" INTERSECTION WITH SPRUCE CREEK ROAD (COUNTY ROAD 329), PROCEED RIGHT IN A SOUTHWESTERLY DIRECTION ALONG SPRUCE CREEK ROAD (COUNTY ROAD 329) ±1.6 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A SOUTHEASTERLY DIRECTION 0.6 MILES TO THE EXISTING FEDERAL 7-94-S 0-4 WELL LOCATION AS SHOWN HEREON. REVISED: 5/ 5/ 08 **,,frakensilearc-,,,,I4.:VotWeiwpiCwiegoys.:00-. BOOKC[JFF Sun; Services, Inc. SCALE: DATE: 4/30/08 SHEET: 5 of 9 PROJECT WILLIAMS DFTr DPM Construction Plan Prepared for: MOMS, Williams Production, RMT FEDERAL 7-94-S 0-4 - Sheet 5 ACCESS & VICINITY MAP Data Source: Existing well locations shown are based on information obtained from the COGCC website. Legend Known Well Location OProposed Drilling Location 11mile Radius O:\Projects\PIC\Rulison\08\0508_Federal 7-94S 0.4OneMlleRadlus\ adlus.mxd klee 5112/20081:34:10 PM Williams Production RMT Federal 7-94-S 0-4 - Sheet 5B Existing Well Locations within One -Mile Radius May 12, 2008 Williams WILLIAMS PRODUCTION RMT RWF 33-4 NAz. 4°21'51' 1743f. RWF 5434 N A2. 39°1303' 2471 f. RWP43-4 NA2. 37°18'19" 2098Jt. 1451/. RWP4334 NAz. 2°03'43" I145N. RWF 3434 NAz. 47°10'13' 848 /1 RWF 533.4 NAz 3°4239' 758 Jt. RWF 44-4 NAz. 67°0806" 1434 fr. 1853' to Nearest Public Road RWF 34-4 NAz. 5°00'23" 3948. RWF 344-4 NAz. 79°49'13' 326Jt. PROPOSED ACCESS ROAD 585' to Nearest Property Line RWF 4444 N Az. 97°3129" 1676 f. co yN0 co 1007' to Water Well _ 189°4733" RWF5444 NAz. 108°28'01' 1487 ft Section 9 SAVAGE SCALE: DATE: SHEET`. PRWECT` OFT: 1"® 500' 4/30/08 6 of 9 WILLIAMS DPM Construction Plan Prepared for: Wurgiaaint Williams Production, RMT FEDERAL 7-94-S 0-4 - Sheet 6 CURRENT FOOTAGE , STOCKPILE AREA EDGE pF, [ORIGINAL PAD PRpFPOSED / EDGE OF. RECLAIMED PAD ' Dqf YLIGHTI MINE DAYLFGHT- LINE. / TOTAL DISTURBED AREA: 4.38 ac. RECLAIMED AREA: 117 ac. UnRECLAIMED AREA: 1.21 at. (Shaded Area) BOOKaff dC X REVISED: 5/5/08 SCALE: DATE: SHEET PROJECT: DPT r=80' 4/30/08 7 of 9 WILLIAMS DPM Construction Plan Prepared for: Wil�ams. Williams Production, RMT FEDERAL 7-94-S 0-4 - Sheet 7 RECLAIMED PAD & PRODUCTION EQUIPMENT \ \ \ \ `, • 1 • I V ;II I / I: - Sury Services, Ina BOOKCLIFF SCA DATE: SHEET PRWECT DFT: I"=80' 4/30/08 8 of 9 WILLIAMS DPM Construction Plan Prepared for: ems: Williams Production, RMT FEDERAL 7-94-5 0-4 - Sheet 8 FINAL RECLAIMED PAD A B c RECLAIMED PAD SURFACE / WELLS 77 RECLAIMED PAD SURFACE 71' ORIGINAL GROUND 66' AA ORIGINAL GROUND FILL RECLAIMED PAD SURFACE FILL BOOKCLIFF Surv- Services, Inc. ORIGINAL GROUND L- FlLL 66' SCALE: AS NOTED DATE: 4/30/08 SHEET. 9 of 9 PROJECT: WILLIAMS DPT.• DPM BB CC SCALE: Horiz.: 1" = 80' Vert.: 1"= 40' *NOTE: ALL RECLAIMED CUT AND FILL SIDE SLOPES ARE AT 3:1 UNLESS OTHERWISE NOTED. Construction Plan Prepared for: Wlhams. Williams Production, RMT FEDERAL 7-94-S 0-4 - Sheet 9 CROSS SECTIONS FINAL RECLAIMED PAD Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Sasic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail ( Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Levy Revenues Detail Tax Area Account Number Parcel Number 2008 Mill Levy 026 R260397. 217322200951 38.941 Owner Name and Mailing Address U. S. NAVAL OIL SHALE RESERVE Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:22-6-95 DESC: SEC. 1 LOTS 3,4,5,6,7,8,9,10,11,12,13,14, S2. DESC: SSEC. 2 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, S2. DESC: SEC. 3 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, E2SE. DESC: SEC. 4 LOTS 1,2,3„5,6,7,8,9,10,11,12, SW, W2SE. DESC: SEC. 5 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, S2. DESC: SEC. 6 LOTS 3,4,5,6,7,8,9,10,11,12,13,14,15,16, SE DESC: E2SW. SEC. 7 LOTS 1,2,3,4,5,6,7,8, E2SW, W2SE. DESC: SEC. 8 LOTS 1,2,3,4. SEC. 9 LOTS 1,2,3,4. SEC. 10 DESC: LOTS 1,2,3,4,5,6,7,E2NE. SEC.11 LOTS 1,2,3,4,5, DESC: N2, N2SW. SEC. 12 LOTS 1,2, E2, NW, E2SW. SEC. 13 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217322200951 4/28/2009 Parcel Detail Page 2 of 3 (DESC: LOTS 1,2,3,4,E2, E2W2. SEC. 15 LOTS 1,2,3,4,5,W2SW DESC: SEC. 16 LOTS 1,2,3,4,5, S2S2. SEC. 17 LOTS 1,2,3, DESC: SESE. SEC. 19 LOTS 1,2,3,4,5,6,7. SEC. 20 LOTS 1,2 DESC: 3,4,5,6,7,8,9, NENE, S2NE, N2SE. SEC. 21 LOTS 1,2, DESC: 3,4, N2, N2S2. SEC. 22 LOTS 1,2,3,4,5,6,7,8, NW, DESC: N2SW. SEC.23 LOTS 1,2,3,4,5,6,7,8,9,10,NESW, N2SE, DESC: SENE. SEC. 24 LOTS 1,2,3,4,5,N2S2 NE, S2NW, NENW. DESC: SEC. 25 NWNE, N2NW,SWNW, NWSW. SEC. 26 LOTS 1,2,3, DESC: 4,5,6,7,8, N2S2,SWSE. SEC. 27 LOTS 1,2,3,4,5,6,7,8 DESC: N2S2, SESE. SEC. 28 LOTS 1,2,3,4, N2SE,W2W2. DESC: SEC. 29 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, SE. DESC: SEC. 30 LOTS 1,2,3,4,5,6,7, SE, S2NE, SENW, E2SW. DESC: SEC. 31 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, E2SE,NESE DESC: SEC. 32 NW, N2NW, SWNE. SEC. 33 NWNW. Location 2008 Property Tax Valuation Information Land: Improvements: 1 Actual Value 0 0 II Assessed Value 0 0 II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber-217322200951 4/28/2009 Physical Address: PARACHUTE Subdivision: Land Acres: 13564.75 Land Sq Ft: 0 Section Township Range 22 6 95 2008 Property Tax Valuation Information Land: Improvements: 1 Actual Value 0 0 II Assessed Value 0 0 II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber-217322200951 4/28/2009 Parcel Detail Page 3 of 3 Exempt: 11 Total: 81,39011 81,390 23,6001 23,600 Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information No Tax Records Found Mill Levy Revenues Detail ToP of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Horne Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www garcoact.eom/assessor/parcel.asp?ParcelNumber=217322200951 4/28/2009 ACCESS DESCI3 POOR: FROM THE INTERSECTION OF RV RULISON ROAD COUNTY ROAr LEFT IN A EASTERLY DIRECK SPRUCE CREEK ROAD (Cr (COUNTY ROAD 29)31 I DIRECTION x 0.6 MIL'