Loading...
HomeMy WebLinkAbout1.0 Application( c (_ GARFIELD COUNTY Building & Planning Department 108 a•h Street, Suite 401 Glenwood Springs , Co torado 81601 Telephone: 970.945.8212 Facsimile: 970 .384 .3470 www .qarfield-countv.com Special Use Permit GENERAL INFORMATION (To be com ple l ed b y t he opphcont ) , Street Address I General Location of Property: Section 36. Township 6 South. Range 98 West. 6th Principa l M eridian (Latitude 39°32'28 .S''N, Longitude I 0 8°19'32. T'W NAD 83 I WGS 84) ' Legal Description: Portion of Tract 44 situated in SW1/.i.SW 1/.i. ofSlO. T6S. R98W. 6th Principal Meridian. County of Garfield. State of Colorado -detailed description provi ded with plat drawing , Existing Use & Size of Property in acres: Temporary Office Facility 2.2 of ~54 .000 a cre s ,. Description of Special Use Requested: Rev is ed Conuuwtication System to support noturnl gas production operalions at Chenon North American Exploration and Production Company's Piceauce Basin Natural Gas Development Program north of De Beque. Colorado )...-Zone District: Resource Lands ' Name of Property Owner (Applicant):_C_h_e_vt_·o_n_u_.s_.A_. In_c_. ------------1 ;. Address : C/O Chevron Texaco Property Tax. P.O. Box 285 Telephone : -------- ; City: Houston State: TX Zip Code: 7700 I FAX: ----- , Name of Owner's Representative. if any (Attorney. Planner. etc): Sally Cuffin. URS -Washington Division , Address : 7800 E. Union Avenue , Suite 100 Telephone: (303) 843-2219 , City: Denver State: _c_o __ Zip Code: 80237 FAX :(303) 84 3-36 22 STAFF USE ONLY ,_ Doc. No.:------Date Submitted: ____ TC Date:------- , Planner: ___________ Hearing Date :------------• ( c c I. APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: I. Please submit, in narrative form, the nature and character of the Special Use requested . Submit plans and supporting information (i.e . letters from responsible agencies). Include specifications for the proposed use including , but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. If you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4 . Submit a vicinity map showing slope I topography of your property. for which a U .S .G .S. l :24,000 scale quadrangle map will suffice. 5. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all the subject property and public and private landowners adjacent to your property (which should be delineated). In addition, submit a list of all property owners, public and private landowners and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the Assessor's Office . We will also need the names (if applicable) of all mineral right owners of the subject property. (That information can be found in your title policy under Exceptions to Title). 6. Submit a copy of the deed and a legal description of the subject property. 7. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. 8. Submit an statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (I) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 9. Depending on the type of Special Use Permit requested, you may need to respond to additional review standards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5 .03.08), Accessory Dwelling Units [section 5.03.21 ], Utility line/Utility Substations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web ( c ( site at http ://www.garfield-county.com/building and planning/index.htm, or information can be obtained from this office I 0 . A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the application. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline how the Special Use Permit Application review process works in Garfield County.) 1. Submit th is completed application form , base fee , and all supplemental information to the Garfield County Planning Department. It will be received and given to a Staff Planner who will review the application for technical completeness. 2. Once the application is deemed technically complete, the Staff Planner will send you a letter indicating the application is complete. In addition, Staff will also send you a "Public Notice Form(s)" indicating the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (If Staff determines you application to be deficient , a letter will be sent to you indicating that additional information is needed to deem your application complete.) 3. It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested Special Use and the public hearing. If proper notice has not occurred, the public hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing , and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. b. Notice by mail, containing information as described in the paragraph above, shall be mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. 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 ( c ( 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. (Signature of applicant/owner) Last Revised: 02/2006 c ( ( Street Address I General Location of Property: Section 10, Township 6 South, Range 98 West, 6111 Principal Meridian. A general coordinate of the communication tower is 39°32'28.8"N latitude, 108°19'32.7"W longitude NAO 83 / WGS- 84. Legal Description : That portion of Tract 44 situated in the SW 114 SW 114 of Section 10, Township 6 South, Range 98 West of the 6th Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows : Beginning at a found 1924 General Land Office brass cap in place for AP No. 2, Tract 72 and AP No. 3, Tract 45; thence N00°02'00"E along the East line of Tract 44 a distance of 334.36 feet; thence leaving the east line of said Tract 44 S85°27' 58"W a distance of 312.65 feet; thence S24°06'33"E a distance of 492.39 feet; thence N62°08'09"E a distance of 125.02 feet to a point on the east line of said Tract 44; thence N00°09'00"E along the East line of said Tract 44 a distance of 81 .46 feet to the point of beginning, containing 2.19 acres more or less. Existing Use & Size of Property in acres : The footprint of the Temporary Office I Communication System area is about 2.19 acres. It is located in Tract 44 of a 4311.69 acre parcel (No. 2137-321-000-08), which is currently zoned as grazing I agricultural land (Ref: Garfield County Account Number -R290520; Parcel Number - 213 7-321-000-08) Z.One District : Resource Lands Name of Property Owner (Applicant): Chevron U.S .A . Inc. Atten: Ken Jackson 11111 South Wilcrest Drive Houston, TX 77099 Phone(281)561-4991 FAX (281) 561-3702 Name of Owner's Representative, if any (Attorney, Planner. etc .) Sally Cuffin, URS -Washington Division, Denver, Colorado ( ( ( Garfield County Special Use Permit Application Communication System Chevron Piceance Basin Natural Gas Development Program Revised Communication System -Hiner Gate Chevron North America Exploration and Production Company 744 Horizon Court Grand Junction, CO 81506 Revision A Prepared by URS • Washington Division 7800 East Union Avenue Suite 100 Denver, Colorado 80237 c c ( Table of Contents 1 Nature and Character of Special Use Permit ..................................................................... 1 I . I Location .......................................................................................................................... l 1.2 Communication System Revision Purpose .................................................................... 2 1.3 Hours of Operation ......................................................................................................... 2 1.4 Vehicles I Traffic I Regulatory Requirements ................................................................ 2 1.5 Facility I Operational Description .................................................................................. 2 1.5.1 Communications System I Regulatory Requirements ................................................ 3 1.6 Civil Specifications I Regulatory Requirements ............................................................ 3 I. 7 Electrical Utilities I Regulatory Requirements ............................................................... 3 1.8 Floodplain ....................................................................................................................... 3 1.9 Noxious Weeds ............................................................................................................... 4 1.10 Safety I Security I Emergency Response ........................................................................ 4 2 Water Supply I Wastewater Management Systems ........................................................... 4 3 Site Plan I Property Map ...................................................................................................... 5 4 Topographic Vicinity Map ................................................................................................... 5 S Assessor's Map I Adjacent Landowners ............................................................................. 5 6 Property Deed ........................................................................................................................ 5 7 Authorization Letter·················································-·························································· 6 8 Water & Wastewater Management/ Street Improvements I Project Visual Effects • .-•• 6 8.1 Road Improvements I Issues ........................................................................................... 6 8.2 Visual Effects ................................................................................................................. 6 8.3 Reclamation and Re-vegetation Plan .............................................................................. 6 9 Use Specific Standards .......................................................................................................... 7 9.1 Supplemental Industrial Operations Requirements ........................................................ 7 9.2 Supplemental Industrial Performance Standards ............................................................ 7 9.3 Supplemental Regulation for Broadcasting Studio and/or Communication Facility and Communication Towers .............................................................................................................. 7 9.4 Documentation ............................................................................................................... 8 Maps Approved Permits Drawings Communications System Plat Assessor Maps Attachments Adjacent Property Owners -Assessor Maps Adjacent Property Owners • List Deed Authorization Letter DOC NO.: PBSR-698IOBVF·RG L-PMT-URS -OOOOO-OOOOI, Rev. A Chevron North American Exploration and Production Company i Revised Communication System -S(k.'Cial Use Permit PicCilllce Basin Natural Gas Development Program ( ( ( Introduction In order to provide a functional communication system for their Piceance Basin Natural Gas Development Program (Program), Chevron North America Exploration and Production Company (Chevron) proposes the revision of an earlier approved communication s ystem at the Temporary Office facility . The proposed revisions include increasing the communication tower height to 50 feet (originally 30 ft) and the installation of a supplemental communication building. The communication system is a needed to support the development of Chevron's Skinner Ridge Field. The Program is located on a Chevron owned parcel of about 54,000 contiguous acres north of De Beque, Co lorado (see Maps -Figure I). Well pads and preliminary facilities associated with the Early Production System (EPS) phase of the Program are currently operational or under construction . The EPS includes the development of four well pads, two service pads, the Cent ral Production Facility, and the as sociated support facilities (see Maps -Figure 2). Revisions to the Communication System are necessary to support the EPS and the full field development of the natural gas rese rves. 1 Nature and Character of Special Use Permit Please submit. in narrative fonn. the nature and character of the Special Use requested . Submit plans and supporting infonnation (i .e. leners from responsible agencies). Include specifications for the proposed use including. but not limited to, the hours of operation. the number and type of vehicles accessing the site on a daily. weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific . In order to s upport continuing activities assoc iated with the de velopment of their Skinne r Ridge Field, Chevron proposes the revision of a previously permitted communication system at the Temporary Office facility (see Approved Permits). The requested revision is to increase the height of the communication tower from 30 to 50 feet and add a second communication building. The Temporary Office is located in the SE 1A SE 'A of Se c tion 9 and in the SW1A SW1A of Section IO, Town ship 6 South, Range 98 West of the 6th Principal Meridian (see Maps -Figure 2). I . I Location The proposed communication system revisions will occur at the Temporary Office facility located at the end of County Road (CR) 211 (see Maps -Figure 2). The site can be accessed from Interstate 70, exit 62, by traveling north on local Road 45N. Road 45N north of De Beque, Colorado, is also known as Roan Creek Road/Drive and CR 204. The intersection of CR 211 and CR 204 is located about 12 .5 mile s north northwest of De Beque. Traveling north of the intersection about 4 .5 mile s, one reaches the end of CR 211, where a gated fence is encountered. An e xi sting ranch road continues north onto Che vron fee land. The location is locally known as Hiner Gate and the Temporary Office facility is located just inside the gate on about 2.19 acres of land along the west side o f the access road (see Maps · F igure 2). The revised communication system will affect an additional 240 square feet of a previou sly identified disturbe d area (Temporary Office and Hiner Gate Communication). A general coordinate of the communication tower is 39°32'2 8.8"N latitude, I 08° l 9 '32.7"W longitude NAD 83 /WGS-84. DOC NO .: PBSR-698 10BVF·RG L-PMT-URS -OOOOO-OOOOI, Rev . A Chevron Nonh American Exploration and Produc tion Company I Revised Communica tion Syste m -Special Us e Penn it Piccancc Basin Natural Gas Development Prog ram ( ( ( 1 .2 Communication System Revision Purpose Analysis of the operation of the previously permitted and installed communication towers I equipment has indicated the need for modification to the tower I system at Hiner Gate. Analysis has indicated that increasing the tower height to 50 feet (originally specified as 30 feet) and providing supplemental equipment (housed in a I 0-ft x 12-ft communication building) at this location will enhance the performance of the overall communication system. A project specific communication system is needed because of the lack of existing communication infrastructure in this remote area. Information about the communicat ion system tower, foundation, and equipment is provided in the Communications System attachment. The overall purpose of the communication system is to provide radio, cellular, and data communications in the deep, remote canyons . It also will allow field personnel to communicate with the Chevron Grand Junction office and general offsite communications. The system is essential to ensure safe and efficient operations. 1.3 Hours of Operation The communication system will operate 24 hours a day, seven days a week. 1.4 Vehicles I Traffic I Regulatory Requirements A pre liminary traffic assessment of the Hine r Gate location produced an estimated of between 150 and 500 vehicl e trips per day to s upport o ngoing operations. The communication s ystem modification will not affect this estimate other than a s mall number of vehicles needed to deliver the additional equipment. Up to five vehicles will be needed to support this effort. All veh icl es working within Garfield County Right of Ways will be licensed and registered in the State of Colorado. Vehicles hauling equipment and materials will abide by Garfield County Road and Bridge Departments oversize I overweight regulations. All oversize I overweight vehicles will obtain the necessary permits and carry a letter showing proof that they can operate under a known bond holder on file with Garfield and Mesa County Road and Bridge Departments . 1.5 Facility I Operational Description The communication system at th e Temporary Office has the following components: • Communication tower (50-ft) and foundation ( 13-ft x 13-ft x 3 .5-ft); • Pre viously permitted communication sys tem building (8-ft x 9-ft) and equipment; and • Supplemental communication sy stem building and equipment ( 10-ft x 12-ft). The communication system currently includes s ix permitted and proposed communication towers I equipment buildings located throughout the field . Once the system is installed a limited amount of long-term monitoring and maintenance will be required for the equipment. Additional towers may need to be installed as operations expand. The location of the tower and new communication building are shown on Drawing PBSR-69810AVF-CIV-SIT-URS-00000-00001- 00 (see Drawings). Long-term operations also require shop facilities for fabrication activities, field equipment maintenance and repair, and general maintenance . DOC NO.: PBSR-698IOBVF-RGL-PM T·URS-00000-0000 l, Rev . A Chevron North American Exploration and Produc tion Company 2 Revised Communication Sys tem -Special Use Permit Piccance Basin Natural G;is Deve lopmen t Program ( c ( 1.5.1 Communications System I Regulatory Requirements The communication system revision will include a 50-ft tall tower, radio transmission and receiver equipment, and a I 0-ft x 12-ft communication equipment building. A generalized drawing of the communication tower is provided in the Communication System attachment. Power for the system will be provided by a combination of solar recharged batteries and site power. A 13-ft x 13-ft x 3.5-ft concrete pad will serve as the tower base. The current tower design indicates that the structure will be free standing, but guying wires may be added if warranted by site specific conditions. The Hiner Gate system interfaces with four existing and one proposed towers located in the Clear Creek valley or on the surrounding plateau. At least one of the plateau units maintains communications with the Grand Junction office using line of sight transmission I reception. In addition to County zoning regulations, the Federal Aviation Administration (FAA) and Federal Communication Commission (FCC) have specific regulations for communication systems and towers. These regulations I requirements were reviewed for the proposed installation and the review results are summarized in Section 9.4. The system will be constructed I installed in accordance with the requirements of the International Fire Code, National Electrical Code, and 2003 International Building Code at a minimum. 1.6 Civil Specifications I Regulatory Requirements The site was prepared in accordance with the specifications I conditions of approval of the Temporary Office and the Hiner Gate the approved special use permits (see Approved Permits). The only changes to the original permit will be the need for a I 3-ft x 13-ft x 3.5-ft concrete pad instead of the previously identified I 0-ft x 10-ft pad. The pad will be install on the site designated for the original submittal and will not increase the area bonded for re-vegetation. 1. 7 Electrical Utilities I Regulatory Requirements Electrical power will be provided to the site through a combination of existing service and supplemental power generation. The existing power is a 500 kVA, single phase, 12,000 volt line provided by Grand Valley Power. Supplemental power may be available from the Central Production Facility when that construction is complete (pending additional permitting). Power loads from the revised communication system are expected to be minimal. Grand Valley Power is currently working to provide 150 KVA of service to the temporary facilities in Clear Creek valley, but initial operations will require the use of on-site power generation. Studies are currently underway to determine an optimized location for the on-site generation, which may include co-location with other production facilities (excess power may be available from the Central Production Facility -special use permit currently under review). On- site generation will be used until a new Grand Valley Power line is routed to the site. Initial plans are to upgrade power to the Clear Creek basin to 19 MV A with ultimate plans to upgrade the system to 150 MV A service. Grand Valley Power is currently scheduling the 19 MV A upgrade for some time 2008 or early 2009. 1.8 Floodplain As previously identified in the Temporary Office special use permit submittal, the location does not fall within the local floodplain . DOC NO.: PBSR.(i98JOBVF·RGL-PMT·URS -OOOOO-OOOOJ. Rev. A Chevron North American Exploration and Production Comp;my 3 Re vised Communitation System -Special Use Pcnnil Pir;eancc Basin Natural Gas Development Program ( c 1.9 Noxious Weeds A noxious weed management plan was submitted as part of the Temporary Office special use permit. That plan was implemented during the construction of the facility and on-going management techniques are in place. Installation of the revised communication system will conform to the guidelines used for the initial site development. 1.10 Safety I Security I Emergency Response Chevron has initiated coordination activities to ensure that local fire departments, medical facilities, and emergency response providers are aware of the Program activities and hazards. Detailed Program facility maps along with the associated GPS coordinates have been provided to the Garfield County Sherifrs Office and local fire departments as part of the Program ERP. Multiple meetings have been held with the De Beque, Rifle fire departments to discuss hazards specific to a natural gas production field. Meetings with the Grand Valley (Parachute) fire department are planned. Members of the De Beque emergency response team have completed Chevrons' s safety orientation for the Program. Efforts have been made to provide safety training to local landowners. Meetings also have been held with the Bureau of Land Management representatives of the Rocky Mountain Coordinating Group, an interagency fire management group that includes six federal agencies and the Colorado State Forest Service. Follow up meetings will be held with these organizations as the various facilities are constructed and become operational. Chevron safety personnel have had extensive discussions with local emergency medical service providers including St. Mary's Hospital and Medical Center (Grand Junction), CareFlight Air Ambulance (associated with St. Mary's), and Grand River Heath and Safety Center. Meetings with Community Hospital (Grand Junction) and Grand River Hospital (Rifle) are being planned. Personnel also have met with a local physicians group, including Dr. Krueger and Dr. Papenfus, that specifically meets to address the increasing demands on emergency response. The Chevron Emergency Response Plan and Hazard Elimination I Safety plans were provided as part of the Temporary Office special use permit. These plans will be enforced for the communication system revisions. The communication system installation will conform to the requirements of the 2003 International Fire Code (IFC), 2003 International Building Code (IBC), and 2005 National Electrical Code (NEC). Portable fire extinguishers will be provided in both communication system buildings at a density consistent with the 2003 IFC and all personnel will be trained in their proper operation. 2 Water Supply I Wastewater Management Systems If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water. please attach a copy of the appropriate well permit and any other legal water supply information , including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. Water I wastewater services are provided at the Temporary Office facility. The revisions to lhe communication system will require no additional services. DOC NO ..: PBSR-69810BVF ·RGL-PMT·URS ·00000-0000l . Rev . A Chevron North American Exploration and Production Company 4 Revised Communication System -S~'C ial Us e Pcnnit Piceancc Basin Natural Gas Development Program ( c ( 3 Site Plan I Property Map Submit a site plan /map drawn to scale that ponrays the boundaries of the subject property. all existing and proposed structures on the property, and the County or State roadways within one (I) mile of your property . If you arc proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit . A site plan of the property and proposed facilities and access is provided in Drawing PBSR- 6981 OA VF-CIV ·SIT-URS-00000-00001-00, Rev. A (see Drawings). Figures I and 2 show County, State, and Federal roads that service the property (see Maps) -the property is adjacent to CR 211 . Figure 2 shows proposed facilities I structures associated with the gas field development. The Temporary Office facility is located about 4.5 miles north northeast of the intersection of County Road (CR) 204 and CR 211 (Clear Creek Road) at the end of CR 211. No driveway permit was required for this location . 4 Topographic Vicinity Map Submit a vicinity map showing slope I topography of your property, for which a U.S.G.S . I :24.000 scale quadrangle map will suffice. Area topography in the project vicinity can be seen on Figures 2 (see Maps). The appropriate geotechnical investigations were performed as part of the original communication system submittal to evaluate soil stability for construction. Steep cliffs in many portions of the project area represent falling rock and landslide hazards, but this is not a major issue for this location. 5 Assessor's Map I Adjacent Landowners Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all the subject property and public and private landowners adjacent to your property (which should be delineated). In addition . submit a list of all property owners, public and private landowners and their addresses adjacent to or within 200 ft . of the site . This infonnation can be obtained from the Asses sor's Office. We will also need the names (if applicable) of all mineral right owners of the subject property. (That information can be found in your title policy under Exceptions to Title). A copy of the appropriate portion of the Garfield County Assessor's Map with the marked site location is provided in the Assessor Map attachment. The contiguous Chevron parcel is identified on a series of assessor maps provided as the Adjacent Property Owners -Assessor Maps attachment. A list of adjacent property owners is provided as the Adjacent Property Owners -List attachment. 6 Property Deed Submit a copy of the deed and a legal description of the subject property. The deed for the tracts associated with the Temporary Office is provided as the Deed attachment. Additional title information has been provided regarding the 54,000 Chevron parcel. DOC NO .: PBSR ·69810BVF·RGL-PMT-URS-OOOOO -OOOOI. Rev . A Chevron Nonh American Exploration and Production Company 5 Revi sc.-d Communica ti on System -Special Use Pennit P1ceance Basin Natural Gas De velopment Program c c 7 Authorization Letter If you arc acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. A letter authorizing URS -Washington Division to represent Chevron in the permitting activities is provided in the Authorization Letter attachment. 8 Water & Wastewater Management I Street Improvements I Project Visual Effects Submit a statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (I) Utilities adequate 10 provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impnct on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas. access points, lighting and signs in such a manner as to protect established neighborhood character: Water, wastewater, and sanitary services (trash collection) are currently provided at the Temporary Office location. The revised communication system will not require additional services. 8.1 Road Improvements I Issues As previously mentioned, a driveway permit will not be necessary for this location. Information about road maintenance for the Temporary Office location was provided with the special use permit submittal. 8.2 Visual Effects The additional height of the communication tower will make it visible for a longer distance, but due to the remote location, this effect will be minimal. The tower is an open lattice structure constructed of non -refJective galvanized steel. Radomes mounted on the structure will make the structure more visible, but again the remote location will minimize visual effects . 8.3 Reclamation and Re -vegetation Plan The communication system will be operational throughout the life of the project. Current plans are for the Temporary Office location will be reclaimed once the proposed Office Complex location is operational (alternative operations are being considered for the site, which will require additional permitting). When the gas field is depleted the communication system tower I buildings I equipment and foundation will be removed . The area then will be graded to the original contours, stockpiled topsoil will be replaced, and the area will be planted with native vegetation. Reclamation and re · vegetation activities will be in accordance with requirements outlined in Garfield County Zoning Resolution 5.02.2 I (I I). General details of the re-vegetation activities are provided in the DOC NO .: PBSR-6981 0BVF-RGL-PMT-URS-00000 -0000I, Rc.-v. A Chevron Nonh Americ311 Exploration and Production Company 6 Revised Communication System -Special Use Pcnnit Piceance Basin Na1ural Gas Development Program ( ( ( IVNWM Plan and Storm Water Management Plan (SWMP) and will be included in the final re - vegetation plan. 9 Use Specific Standards Depending on the type of Special Use Permit requested. you may need to respond to additional review standards in the Garfield County Z.Oning Resolution Section 5.00 (Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5.03 .0SJ, Accessory Dwelling Units [section 5.03.21 ], Utility line/Utility Substations, etc. Specific sections of the Z.Oning Resolution which can be located on the Garfield County web site at http://www.garlicldcounty .com/building_and_planning/index .htm. or information can be obtai ned from this office. Revisions to the communication system will have minimal impacts. Relevant sections of the Garfield County Zoning Resolutions will be address as described in the following. 9.1 Supplemental Industrial Operations Requirements (Zoning Resolution -§5.03.07) Impacts associated with the Program were described in general terms in the Plan of Development provided to the County during the first quarter of 2007. Chevron has provided supplemental information on a continuing basis. Specific industrial operations requirements that are applicable to the Complex are as follows: A recently completed study has identified portions of CR 204 to be a wildlife corridor for mule deer. Vehicle traffic to and from the Temporary Office I Communication System site will affect these populations, but mitigation measures are currently being studied and evaluated. Mitigation recommendations will be provided to project management, who will evaluate the alternatives and implement appropriate measures. [§5.03.07 (l)(C)] A bond for the site reclamation after the cessation of activities was provided with the original permitting of this location. The minor changes to the tower foundation and additional communication system building will no increase that disturbance. [§5.03.07 (2)(B)] 9.2 Supplemental Industrial Performance Standards (Zoning Resolution -§5.03.08) All operations will comply with applicable County, State, and Federal regulations for water, air and noise pollution and shall not be conducted in a manner constituting a public nuisance or hazard. The revised system will not generate noise, vibration, heal, dust, glare, etc. [§5.03.08 (I through 4)] Initial loading I unloading operations will include the equipment and material deliveries required for construction. No loading I unloading operations will occur on County roads. [§5.03.08 (5)(0)5.] 9.3 Supplemental Regulation for Broadcasting Studio and/or Communication Facility (Zoning Resolution -§5.03.13) and Communication Towers (Zoning Resolution -§5.06.02) The Federal Aviation Administration's (FAA) Landing Facility Slope Calculation program, known as TOW AIR, website was used as a preliminary screening tool to determine if the tower required FAA registration. The TOW AIR results indicated that the system was not within five miles of any regional airport and would not require registration. In order to verify that finding DOC NO .: PBSR·69810BVF·RGL-PMT·URS -OOOOO -OOOOI, Re v. A Chevron North American Exploration and Production Company 7 Revi sed Communic;uion System -Special Use Pennit Piccance Basin Natural Gas Development Program c c (_ (per guidance provided on the TOWAIR website) the criteria established in 47 CFR 17.7 and 14 CFR 77 .13 was reviewed. Review of those regulations indicated the need to provide a helicopter landing pad exclusion radius of at least 1,250 feet from the tower. This requirement will be incorporated into the selection of future helipads that are being proposed for site emergencies. [§5.03.13. I] Vendor supplied information indicates that the communication system transmitter and associated equipment has been designed to meet the requirements of the Federal Communication Commission (FCC) as defined by part 15 of the FCC rules and regulations (see Communication System). The frequency band in which the system operates is "unlicensed" allowing this unit to operate as long as it does not produce harmful interference, but it must accept interference. 1§5.03.13 .1] The communication system tower is pan of the infrastructure needed for the field development. This stand alone facility is needed to establish sufficient line of sight locations. [§5.03.13.2 & §5.06.02] The County zoning regulations currently do not list antenna height restrictions for Resource Land. The flat colors of the communication tower and associated equipment in combination with the minimal cross sectional area will have a low visual impact. The tower is located at a remote site. [§5.03 .13.3 & .3(b)] 9.4 Documentation Assuming the approval of the Special Use Permit, Garfield County will be informed when the site development begins. Verification of the installation will be documented in writing, by final site plan, and photographic record. All written documentation and site plans verifying compliance will be stamped by a certified Colorado Engineer. DOC NO .: PBSR·69810BVF-RGL-PMT-URS ·OOOOO ·OOOOl , Rev . A Chevron North American Exploration and Production Company 8 Revised Communication System -Special Use Permit Piccance Basin Natural Gas Devclopmenl Program "' ... ~ -; ..,-.,_ r I :::i. ... \ ~ r .. . ... ·1 URS --......... O.!l '°""'""' I AREA; WE5t~ Slm£ AELD: ~lA iaxz co Uo...a.f.ioST: co Chevron Program Arca l%J MfdConUnentJAlaaka Seu PROPERTY UNIQUE Cl>ovnon Noreh Ame~a Figure 2 Exploradon and Production PRoPERTY coui.ooN: PROJECT. ~BASlhtwt.nnw,.GAS~PttOOAAM DR/lWOjG· "8Sll!..a.u...Rol.~M«DJO.Om15 --URS MSn.IM· cosrconu· --.er ""'11£ct ~ .,. ... -i "'"'" .. tJltFTilt. GAO Ct«R I n'P'E ND ND -- I-~ FU. .........., ... ..... • ·-tlC.IU . !HUJS&Zt..l~&lil I (_ 1111 ~ 11~ 1l'rltDll~ M~ l!l~.1-~~WMM lfi'.M\' 11111 Reception#: 717667 , 02121/2007 03 :22 :06 PM B.1896 ?·0387 Jean All:lerlco 1 of 1 Rec Fee :S0 .00 Doc Fa•,0 .00 GARFIELD COUNTY CO SPECIAL USE PERMIT ' . . . for Chevron USA, Inc. .i . 1. SWSW/4 of Section 10 T6S, R98W 2. SWSW/4 of Section· 27 T6S, R98W 3. SESW/4 of Section 2 T6S, R98W 4. SWNW/4 of Section 16 T5S, R97W Parcel Number: 216721200008 Parcel Number: 213732100008 In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 2007 -.Q.l._ of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Permit. the following activity: Four Communication Facilities The Special Use Permit is issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. ATTEST: -·~ ' - 1111-ln. f'l~l"i~HH ,Hlf .Nit .l-ln~~r.lt.'rtlif.ll~, 111·4 11111 Re~eption~: 732858 09/11J2B07 04:94:47 p~ JeFan ~l~er~IELD COUNTY CO 1 of 1 Rec Fee:S0.BB Doc ee :w.w SPECIAL USE PERMIT for "Industrial Support Facilities" for a Temporary Office Facility Located at in the Clear Creek Canyon north of De Beque on Property Owned By Chevron USA, Inc, Garfield County Parcel Number: 213732100008 In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No . 2007 -...!L of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Permit, the following activity: "Industrial Support Facility" for a Temporary Office Facility The Special Use Permit is issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid on1y during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. ATTEST: c c , DATE-05/16/07 'l'DGC-08:26:01 LEVEL -5ll0.'7NT ROSH SELl'-SOPPORTING '1'0lfER ANALYSIS l!'OR Chevron USA output: i• ND'1' t:o b• raproducad without: Rohn'• written con.eant:.-FILE NO. 0603828 PAGI: NO. 2 BY: EEB ********** •COLUMN 1• .. '?OKZR .. .. .. *SECTION • • • .. Ht1M8D. •••••••••• fiNST-1 ••N ........... *COt.tlMN 2 • ~ ON * * SEC'l'ION* * ' !JNIF. * + APPORT. * * llCIPSJ * •••••••••• 1.123 2.658 **K Wltmt.CIAD ON '1'0lfER SECTIONS AND stJMIGUlY OF WEIGBTS .................................................. ........... *COLUMN 3* *WIND ON * •CONCENTR. •E!T.PIU>J* • MEAS + • lltIPS) • ........... 2.573 2.938 ........... *COLUMN 4• • 'lOTAL • *WIND l'OR* •a. TNR.* * SEC'rION• • (JaPS) * •••••••••• 3.696 5.595 ........... *COLUMN S• * WEIGB'r * *OF llIIWZ.* *POR EACH• * SECTION* * (Kl:PSI * *'********* 2.51 3.02 *****'*'****** * COLUMN Ii * "WT. or u.. • *SEC'l'IOH ff/* *ICZ/llDWZ.-* *IF l'JU!!SEKT* * IKIPS) * .............. 3.19 •••••••••• *COLUMN 7• • T0'1'lU. • * ACCOH-* * ULATZD * •sa:c.irrs.• * (KIPS) * • ••••••••• 3.19 7.38 •••••••••• *COLUMN B* *WT./szc.• •or TONBR• * STEEL • * ONLY * * (KIPS) * . .......... . .45 .BO '?OTAL INCREASED TOWBR WEXGllT, IN Al>DI'l'ION 'lO TlllC STANDARD TOWER SECTIONS • ****" SECTION S'l'ATOS OIDICA'l'ORS ••••• . .......... . *COLUMN 9* • ACCtJM. * * WEIGHT * •or 'l'OWER* * STUL * • CKIPSI * •••••••••• .151 .291 .45 1.26 .45 KIPS / XNJ>IO'lORS ARE: (PERIOD) ----• H!MllER NOT BD!'ZD AA ..... HORIZONTAL BR1ICI: INJ>ICATOJI. 11 • ••• DIAGONAL BRACE DmICA'lOR • (ASn!USlt) --• HDGIZR BEEFED (EXCI.»tA'l'ION) • NO MEMBER LARGE !NOlJGB ? (QCZSTION) --• INCOIUIZCT DA'l'A I ••••• LEG; DmICA'l'OR N -------------• NOT APPLICABLE ( c ( DA'l'Z-O!l/lfi/07 'l'DG:-08:26:01 LEVZL -SR0 .7NT ROllN nt.r-!ltJPPORTING TOWER ANALYSIS l'CR Chavran USA PAGB NO. 3 ••••••••••• *COLCHN 10* ............ • TOWER • • • • SECTION • • • • NUMllER • ••••••••••• 6Nll-1 .. ,N 6NST-1 ••N output i11 NOT ta b• roopraduc•d without:. Rohn'• writt•n cana•nt.-PILE NO. 0603828 ar: ae ••••••••••• ••••••••••• *COLtlHN 11 * *COLUMN 12• ............. ••••••••••• • DIST• • • APPJIOX. • • JUICE • * CENTER-* • JISI.Olf * CENT£ll • • TOP • • or LEGS * .. {ft.) • • (ft.) • • •••••••••• ••••••••••• 10.0 4.58 30.0 4.58 SHEARS, OVERTURNING M:IHDITS AND LEG DATA •••••••••••••••••••••••••••••••••••••••• • •••••••••• *********** • •••••••••• *COLtJHN 13* *COLllMN 14* *COLCHN 15• • •••••••••• . ........... • •••••••••• • TOTAL • • TOTAL • • HIUtlMUN • • ACCUM. • • OVZR-• * TENSION * * SHEM ON* • '1'0RNnfG * • FO'll ONE * • TOWER • • 'ICl!EHTS * * LEG • • {IUPS) • *(ft-KIPS)* * (.KI.PS) • ••••••••••• • •••••••••• • •••••••••• 3.70 29.19 6.38 ,.29 156 .89 37.47 ••••••••••• •COLllMN 16* ••••••••••• • M1JClKJM • • COKP. * * IOR Ot1Z. • * LEG * * (KIPS) * ••••••••••• . ........... . •COLUMN 17• . .......... . • IGXIMDH * • ALI.ONA!ILI!* • LEG • •CAPACITY * * (ltXPS) • . ........... . 8.59[ .l!IJ !16.91 42 . 78( • 751 56.'1 ••••••••••• *COLIJMN 18* . .......... . * '1'0WER • • LEG * *DIMl:NSJ:ON* • * *(INCHES) • • •••••••••• PIPE2.5S'l'D l'l1'&2 • !IS'm <<<<< N0'1'Z >>>>> Tlllt lU.UJlllUlU: CAPACITIES ON DIS ANALYSIS Diet.UDE A 33 .3 l'EllCEH'1' INCRZASE. <<<« NOTE >»>> ( I SHOWS LOAD/CAPACTY ~IO. / REAC'l'IONS FOR rotJNDA1'ION DESIGN ••••••••••••••••••••••••••••••• <:aaRUSIOH/LEG 42, 78 KIPS TENSION/LEG ~-f .O'Z.~ KIPS SBEAJ\/I.EG (,, 'l? r.-H ll1'8 1'NOIOR BOLTS IQ:QUD\ED / 2. -s-1 If¢ )( If~ " l (,. / T01'AL SUA.R "·SS .lL.2JI KIPS OYER'l'URNDIG M:llmfr IG ~. 'I~ rr-Kn>s ~ ?otttv~~ r 10 N ~ F 6 "'A-T c c ( , DA':E-05/16/07 TJME-08:26:01 LEVEL -SRO. 7N'1' 'llOBN 82Ll'-SUPPORTING TOWER A!QLTSIS FOR Ch•TrOn USA l'AG!! NO. 4 Output: ia HOT t:o be repr1>duced vithout Rohn'• writt:en consent:.-FILE NO. 0603828 BT: DH ••••••••••• • •••••••••• • •••••••••• •COUDM 19* *COUJtef 20* *COLCHN 21* ••••••••••• • •••••••••• • •••••••••• • 'l'Olml • • BORU . * • HORIZ. • * * * CQG'. OF* * COHP. • • Sltc:'l'ION * • SHEAR IN* • OF LEG * • * ONE FACE* • LOAD • * NtlMBIR • • llUPS) • • (IUl'S) • ••••••••••• • •••••••••• • •••••••••• &m-1 **N 4.120 .000 fiNST-1 ••tt 9.132 .000 BRACING LOADS, SIZES AND llOL'?S •••••••••••••••••••••••••••••• • •••••••••• ••••••••••• ••••••••••• *C:OUltel 22* *COLmfl 23* *COLCMN 24* • •••••••••• ••••••••••• ••••••••••• *IUMAXNINli* *MAX. AXIAL* *AXIAL LD. * * Slll!U TO* •LOaD !'OR * • COLUMN • * BE 'l'AKDI* • TOWEP. • *CAPACITY * *BY BRACES* * llllACINli • •or BRACJ:S• • llUl'SI • • (KUS) • * (KIPS) • • •••••••••• ............ ••••••••••• 4 .120 2.74' ( .40) 10.598 / 9 .132 6 .086 ( .90) 10.598 / •••••••••••• •cor.~ 2s • •••••••••••• •ANGLE/PIPE* *I SOLID Jiil. * •UP.I l!IRACB* * DIMENSION* * (INCRZS) • •••••••••••• Ll."ISXl/16 L1.15X3/16 ««< HO'n: >>>>> '1'llB ALLOWABLE CAPACITIES ON 'l'BII ANALYSIS INCLUDE A 33. 3 PEJICEN'1' INCREASE. <<<<< NO'l'I: >>>>> ( J SBOlfS HAX.LCAD/CJUIACIT't RATIO. ••••••••••• • •••••••••• •coxaef 26* *C0Lm9f 21* ••••••••••• . ........... • * *NO.Ii SIZE* • BRACZ • • or BRACJ:* * CONNECT • * • BOLTS • * CJUIACI'rr* *REQUIRED * • llCXl'S) • *PER CONN.* ••••••••••• • •••••••••• <M> 6.80 1-5/8 IN. DIA. .250 IN. CLZP <M> 6.80 1-S/8 IN. DIA • • 250 IN. CLIP / II' T8B sncaot.--( •) --APl'llRS AJ'TER T1ll: BOL'l' SIZZ, I'l' INDICA'l'ZS TllA'l' 'l'llREADS MOST Ill: EXCUID:ED FAOM SllEAR PLllNZS. IF TD SDGOL•-(BI --APPEARS llJ"l'J:R TU LOA!ll ABOVE, I'l' INDICATl!S 'nlA'f Tiii: LOADS AU f'CIR Tiii: HAIN HOllIZON'l'AL. II' TD SncBOL--*·-Al'PZAl\S AJ"1'ER TD CLIP SIU, IT INDICATES 'l'BA'l' '1'llB BOIUZON'l'AL llJtAC& CON'rllOLLlltJ TD CLIP AND BOLT SUE. II' Tiii: SJKBOL-(+)-·APHARS U'rU Tiii: DI.JIGCltQL CAPACITYIC:OL. 24), I'f INDICATES TU llOllIZONTAL mw:B CAPACITT CCIM'l'llOLS TD DllGCINAL 8JIACZ CJUIACI'l'T. TD Lr?'1'D Al'PDJUNG BEFORE TU CONNEC'l'ION CAPACXTY IN CQLUHll 26 INDICA'l'ZS '1'BI: CXINTN)LLINC :nc'l'OR. <JI> • BllACE BOL'l' CCINTROLS COllNEC'l'IOK CAPACI'l'J'; <C> • BJUU:B CLIP CCN'l'ROLS; <JO-• 8RACZ CON'l'JIOLS. ,, / c ( (_ DA'n•OS/1'/0'7 '1'DIE-09::Z6:01 LBVSL • 5R0.7NT ROllN Sl:LF•SUPl10R'1'Dn; TOWER ANALYSIS l'Oll Ch•yz;on USA Output i• N0'1' to b• z:eproduc•d without Rohn'• vritt.n con•ant. -FILE NO. 0603828 'lWIS'1' AND D!l'LEC'l'ION DATA ••••••••••••••••••••••••• ••••••••••• • •••••••••• • •••••••••• • •••••••••• • •••••••••• *COLOHK :ZB• *C:Or.mfi :zt• *COLUMN JO• *COLCMN 31• *COLtlHN l:Z* ••••••••••• ............ • •••••••••• • •••••••••• • •••••••••• • 'f'ClfER • * 'l'WIS'l' • • '!OfAL • * Dl:FLEC-• * '1'0T1t.L * • • * l'OR !M:ll* * lt.CCUK-* *TICIK l'Oll * * ACCUM• * SECTION * • TOWER * * tn.A!rED • •EA • 'l'OWER* * ULATZD * .. • * S&CTION * .. TWIS'l' * * S~ON * • DEFL. * • NtJMalCR • *(DEGREES)* * IDl!GIUC!S) * *(DEGREES)* *(Ol:GllD:S)* ••••••••••• • •••••••••• ~·········· ••••••••••• • •••••••••• fiNB-1 **K .065 .25'7 .016 .222 / 6NS'l'·1 **N .1!12 .192 .:Z06 .2015 / PAia NO. 5 air: uu ( ( SEC. 10, T. 6 S., R. 98 W. OF THE 6TH P.M. LOCATION PLAT 19 4 GlO BRASS CAP I I I , . -j . TRACT 48 TRACT 49 QJ 0 t-u <( ~I I I +--T --i t GlO r-<J r Q TRA CT 50 CAP 2 tJ 1 I I <( I g:~ ill r Cl-IEY!CeON ~, l~~-:-1 -' -- -~ ·~I COMr1UNIC::ATION TOWE~ g ~ ~ INEl=2 GA TE ' ~ --r TRAC T 4 6 0 I QOO' -----CRAPHIC SCM.E IN F'EE T 1 1MOC -100D rut -LEGEND- z 1 GNO. EL.Ev=&821.l' TRACT 4 5 108' Lat; 3Q-32'28 ~8 .. @ STAN DAR D LOC A TION OF GLO SECTION CORN ERS Long: 108'919'32.7" 2625.4 • ~ 0 TRA"CT 72 1924 GLO BRASS CAP ~GLO CO RNER S FOU ND &_ TO W£R LOC A Tl ON STAKE D THIS LOCATION PLAT WAS PREPARED FOR CHEVRON USA, INC. TO LOCATE THE COMMUNICATION HINER GATE, 397 FEET FROM THE SOUTH LINE AND 108 FEET FROM THE WEST LINE IN (TRACT 44) SWf/4 SWt /4 OF SECTION 10 , T. 6 S., R. 98 W. OF THE 6TH P.M., GARFIELD COUNTY, COLORADO. REFERENCE DOCUMENTS 1) T.6S., R.9BW .• 6Tli P,M. GLO PLAT 2) U.S.G.S. OU.AO : MOUNT BLAINE.CO J) ELEVATIONS BASED ON NAVO 1968 4) LATITUDES AND LONGI TUDES ARE BASED ON NAO 83, COLORADO CENTRAL ZONE . S) CPS OPERATOR !VAN M~BDN • Willi AN OBSERVED POOP Of' 2 ... 6) All CPS OBSERVATIONS ARE IN COMPLIANCE 'MlH COGCC RULE N0 .215. 5 ) All COMM UNICATI ON 10¥.tR LOC ATIONS ARE-MEASUR ED AT 9 0" TO SECTION LI NES SURVEYOR'S CERTIFICATE I, Steven R. Pace: a Professional Le n d Su rve yor in th e Sta t e of Col orado d o hereby cer tify that th is Survey w~s. mod e under my d irect supervisi on, and that this Plat rep.,:~~~H tl ~;q ~Survey. '!-..,,-..:. · ""~ \) G ls, ;.".1,-,, ~"-~'r-.o•••••• .f~~ .. ~" -"R • c.fl';..: ~~.·~'\~" . P~~· .. '~:-~ ~ ·~" ''C!. ~ -~ :· ~ (<'·~ %. Q ~~= 22580 =~~ _.,., . . ........ -~ ·.. s .... · zs-eta :.~ ::: ' ; oQ k -· • -~;:;: ~a{-'~ •• ••• ~::: ~~~.=;..~...;;._-'----=~.;;.._...;;;;;~,~~~..-··s~-' COLORADO P.L.S. 22580 %h c?.1'til••l·~·\\\\ ,,,~ •/11,,, • t\ ,,,, ..... CON&Tf:CUCTION SIJf;?VEYS, INC. ·1111 11 1 11111\\\~EW: HINERGA TE ~(2)12 &IJN~I S>E eL. VO. SURVEYED : 08 /24/06 S IL.T I co 81E>S2 t--D-R-AF_TE_D_:_O_B __ /_25 __ /_0_6 _--+_D_'t\C_:_CH_E_VR_ON_\C_H_EV---CO_N_TR_Ol_0 __ 6 ~1(2)-816·5>15>3 SH T: 1 OF 1 SC ALE: , .. -1000' \ c \ c ( . . I -, ~· _,_ ___ _ ·' ,.._ .. I ,r I ~ ' f I htrllJ ·'--- . . . . tJ~d l.J •"' .· .L l ---.. '*- .· .. , . .. L r>1tt '" . • , . ... --• I , . •' '. ~... ,, t' .· . · . . 1>~111 .. •: """ 1:J r• l ,. •' •' •• .· '11cr·• ;, •' II .• ,. ,. I Tl«t "" .t "/ .// r ,. '!, / / / / .r \ /r------....1 .· . ,... ,...._ ___ \ '· ,,. l ·- . . ,t 4 .. ' __ /,/ . ·' ... .· .~ _,.• n1n11 .-.. .• •. ,. A .,,. _ ....... I A • I r ... ,. .f-+:---.1--4--1="11 '1 J n ... ,,, ,/ y n-.-..11 / ·,· ... ... l>r.('4 / I ~· . .. •' ' ,· r,..::JT / \ .. I / I ·' .. .. · ·' IJ ---.A I ,J' ... . . ,. I' . . . # 11 ,1 ;' •' '· ,· ,// "'"' .. ·' .1· •· J ,•I I ,· r I I I~ I ,• I l i I' r-·' .( j .· / -.-·- .. ·' .. .... .1 " ' I - ,•- If A . •" / ,' '· '· .~ .. ,. .· --.- ,. ,. Garfield County, Colorado Assessor's Office .,,,, s ...... ,, Stt•• .. 1 cw..w..1 Sr•••· co11 .. , .,..,.r .. u .,..._,.,,..u.,....,_,.... Lege nd 1"n£nmpt SLM Tu Dtwou 9.-ft .. ry ~ Stat• F~nJ tlis&.war ~ huu.ut•J • ~c... •• , ... 4 i •' p,,,.,, .. l..d, Tu1l ()r)l.c B-iul&nu ILM GCOl!I c-to:toi.r•• •AH.MArlnU•CL ~~.,a.w-M-cn ....... C..f..l.4 C-,n""'•-• •, .. ._ .. :;;e;'1';"~ ........ .,. ... , ....... .., c...f..wc-1 rr ~, .. _ .:;:;? ..... u.., ... -Jt-•..-•-'-•.,.., .. _ ..... C lt .&. .. ,_,, PAICtLWo\f ""11CI t C:.,f...WC-, A-tOL+ rto11tf W.. S.-.. AoMC.AU-. _.., .. --1 .. CAt~.a.. ..... _,_ .. , ........ _,.._ . .., ....... _.,,..,,.'" __ ........ .-,.. .. , ......... ~ ....... ft._ ... ,.._,CAP•••-..'""'-"'"' '"'""',..' ....,_ • .wl.....,._...,,...nu.,.--1-*•'""' "'"""""-\r--'•-"-•--, ""'"""'---·--,_ ............... --'--•···· - -;: =~....: ~;..e;. :::;-_:_·. -... ·..:: ·:: ~-:.---:-,__ .. Tow nship Locator M ap Tow nship 6 S outh R11nge 98 W est 0 Pr.;":;, re UT)~rv o ~!017 ii.K:::iiii .. ,.;;;c::::::::-. .... _ ,.. , 11wt. •ci-h •.toe f.,.,, r.11.-.......... --.. --- eld County ·-··---&.M-..___a.-. "41•••-' I '19.-~pr.1 "' '""~ ... 11111~ ..... , ... .J'OOf ( '-., •' .. ,~ ... , c .. \ .. • ® .· ,. .. . .. I' ,,a . .I . . ·' / .. -· ,. .. I .. •'I I ·--.. ,I ,,,. ---,l .... ' 'BLM .... ~tf9- llll..J0141o1155 . •' lf>t . .OU ..... ,J' . . ,, 0 •' I' t . • / " •' . . .. Ri~_Blanco COL1uty ,. . J I .-.. 1-.1-r •' .. ·J '" ~ ~ r-"'• 4 Doyle Llv .. toc;k LLC (37.95%}; Am•rada HHI I •' Corp 137.05%); 011 Shal• Corp (25%) Pa~•I No. 1911·272.00.005 I Conoco Inc. (30%) ChrnDn USA Inc. {71%) Parcel No. 2131 .051-00.012 . I I \ I -... .I ·' . . ,. ,. ,/ Sri \ 'ill .I ~. ,. ,. " " I' I ... I' ,. I I I ,/ I ... ,/ I ... .. ,. ~ •' , , ,• ·- €) ' ~· .- J I J. 'I -------,~· -. --- . I / ~ BLM Pare.el No . 1911..J411.0D-952 > v l J. I \. \ ,• . \ " ./ \ \ Garfield County, Colora::lo Office or111e Assessor IOI n. S--. SuU ic17 a...md S,..1'19&. CO 11I01 11014SHM www t •lulld-m.intr mi Legend -Ohor Tu EAempl 81.M US Forest Service Subdlvtslan /\/ Slate Fed..,I ~ay /\/ Interstate 7D /\/ Coonly Ro1d /"••" Prlvale Road, Trait ""'•nd«--Govt Lo~ Former lot Lines Tu District Boundary BLM GCOB SuMI)' Cootdinatos --...... 1.c;...,., ..... _O"l...._G ...... C-·tf~~-.i.. ~· ... -) 1u10arr a .......... _ •• ,.,.,..., Ill •"""'" .... ' If c._,__, ·-,4; ....... o ........... , ... _ •• _ ..... ____ ........ ·-· ~~liW'ICUICa. 1~c..., .............. ~--•-•...cAO t4I-_ ...... a1•a.....-1 .... @ •• 1 '•~--~·-··•fto• ......... _ llll~•f'ollllll ~ ... -1 .. ...,.1r.-• .,i.l'.t.D •-••.,~•1M •r •~l&tll "'··-•-l"••l•tRIWI• ,._,,. .. 16-1-. .... -....... __ ,., _ ........... , --· ""••••••-" -~-.. n-.. ~U •••••-•1.-.""" ·~-· ••-(••• -4 1 .... --··---•• __ .,, --l• ............. --... -......... ,~ ..... _ ·-- -· --··---............... _ .. t __ .. c-., .... -""'"..,.. t-•• ·~ ll"• w I•_.., .. --,.,-_<I • ... -.. _., .... -·· .. -··-. ----· ... -:· :..-:: :::·; ~·.i: -::: ·= .:.::..":.!" ~.:: ::: . .... ,_ .. __ ,_ ··--.. --···· .. ·-·· ... _ .... --1--•-···------······---,._.."""_., ... ,_._., ____ l••T--... -··--~··· -·· ....... ----.-.-.. -· .......... .. -··---·· ·--...... -. - Township Lo cator Map 1911 Township 4 So11th Range 98 IV est 0 ~on : Un.I Z..no 13 NA.027 0 IOI t at .... .-.... .... 1 lnclt oquol1 t.500 IHI 111,000 I .~ -eld County ·-1 ... ....._s-_ :::..-:-.,-= l.Hr -.i t ~l'mllllNIUlll _.,_.f ·J ·l '-JCXI • Garfield County, ( Colorf.do Office 01111e Assessor 10911hStr .... S•o1101 Gl-SP'l"IJ~C01160 'm.969111 -pfl96mny.an Rio Bla nco Cou 111y Le gend / (' \ -. -To ~ ,/ BlM / ./ USFcnol Sel'llc:9 "' rs .. · \ 1 Subdlvblon State Colonldo Mobil 011 (50%) ~ S1a1e. ,,..,.,., tttttw•r ... 1f ·' Pan:el Ho. ~ ....... Plc:llett larld Co (40%) ~ lnterawe 7o 1' Equity 011 (10%) l " Parcel Ho. 1109:~43.0D.003 u '\. ~ Counly Rood e -olC-.r /".' Plfvale Road. T,.;t .. J © lOVt.ndCq: Meander· Govt. Loi· Former Ult Un .. ' I P}lfcel No. 1909 ·223.00.002 e ' Tu Oiolri<:I Boundary r-.. BLM GCDB Survey CoofdlNllH ;>., ' :::' e :::i 0 I Jt•t .U"1l PaulM. Marriott, K•thryn Do1111an 0 Par I No. 1909·273.00.007,, ... • :: r:: .. Conoco Inc. (31%) II ::: ,. Cllewon USA Inc. (70%) 0 ..._.No. 213MS1-GH12 c;z 9 ---.. , 'c_., ............ O" ..... O....~t~O--..t*l. ; ...... _, 'l 1uMt, .. O.,...•flt'"-•-"'"'.,.o.,_,..•Cw•r1t 0-••1 ·-c / ac-•o--.i ,, • .,.i.o-~ .... ---a•t...._ 8 ._.. __ ·. 1.0 ...... c--. ....... ~·--·-~··-• ........ 1.a1•0_.. ......... c•• BlM PIJ'C•I No. , .... _ .............. ", ..... _.-' __ ... _ ,., -.--1 ...... "-••••CAb•• .... ., ... ,., ... ,.,_1,,._. 11Dl-3Z2.00-951 -•·••-1M••"'•"'•••-lf O~IAl••l,..1 ... i..,. .... .., .... _ ... _ ........... o~,..,. ............. _ ... _,_ ... ,._ .............. -...... - " -.. -..... , .... ····-··-.. ·-··-..... ·-···-·--... --.-··-....... -. .-..... :.:::.::-;:::·'::"':::;:·::·:-:: .. :--:: .. : ... ~ .. ~=.::. ............... _ .. ---------•l'I'•• ...... -.. -~ ...... _ • .__ •• _ ... ,,"' ... -· 11114 .... -----··----·-........ , .. .-.-.. -~···~ ·--.. -····--·· .... -... --·-.. -~ .... -····---·-·--··· .. , .... , .. ..,_ .. ___ ,_,_...,, __ ... ____ ..... _ -·······----..--··-.... --........ .................. _ .. ,_ ...... -·- 1f1'f.fSl...,11 , . 18 " Township Locator Map ,I . .. " ~ I' " ,,. " . ,.t'' ,, I @ . . ®'l a ./ i / / .I ,/ I ./ I .,, t' . . , / . / .I / ·' 1909 , ' / " I' :et e / / / 1 ' ,/ .I . " " ./ , / / ~ ,I . .I / I' ,,. / , ·" Township 4 South . ,/ / / .1 ' Range !JI) "'est .' a / . I / / . / / . ,, ' ,I / / 0 , / . . ,/ .. ,/ .I / .,· " .1' ,I' 1' / PrqOClkn UTM Zolle 13 NAD27 • ....... ·-·-·-,• .... ~ . 1 ....,_,.500, ... (_ / . " y 1 11.000 ,. ,. / " .I / ,· ~. © / .... / / ,......_..._ . ,. ,. ,'' / ---~ " . . " / .1"'· / ,. I' e ... . / /' / ' . J / / . / . ./ / ,/ .· " •' . \. ' ,I ( / c (_ .'.. @ t /® / I ' / -· .... .J I . BL~ Parcel No . 213 .o~.es2 e -·---;l-- " - ,1 1'-------J ... .. Reuben Geial.d & Stephanie D. Oldland Par~l No. 2135.073-10.003 BLM Parcel No. 9 213s.1r.ao.asa / .. .. I ® / ,r I . . ._ '-. ,. I 1- I '( I 1- i ~ .. ,r----....:_----1 __ _,.:_ -. --;------ Chevron USA Inc . Parcel No. 2135·291-00.008 . ,-- ,I Beny Petroleum Company P arcel No. 2135-321.00.009 \. ,, / En~na 011 & Gas (USAI Inc. Parcel No. "2135·273.00.015 . -- ,-- I .J. --· ,i ' •• • ·,. / ,. ,A- n ,, I 1. 'i l ------- ! G ,. •" . '{ .J· l ·1· I ~-' ' r. ·1 . I I '( . --. ·' .. , "" ,. ' J I I J' ' . . ' . ,;' .• . -.. ~--- . -~-- / I I ,I Garfield County , Colorado Office o'°"' Assessor 109 8Sn SCnlal, S-. 207, Gllnwmd SP'W'ga. CO 8150t 970.9it!>HM www .pfJd6"mnylD'I Legend TaxEmnpl BLM US Forest Servlai SubdMslon Tu District Boundary /\,; Stale, Fod...,I ~'""Y /\/ Interstate 70 /\/ County Road .A/ Pnwte Road. Trail '''"'""'"'" GcNI. LDI-, Former Lot Un.,. BLM GCOB SUM!y Coortllnateo .... ...,.IOl..Ma... 1 c..-r.., .. ,.._~, ..... o • ..,111c.-,~ra-.-.~a1 '""'"""9191 au m•1• o-.. -·u -••t ,.,. "G•I·•• t ... , 11 ........ -,_ :st:.i ..... o~ .... ~~'··-·""-,. .. .,_...,_01• .... ·-· f'rllHC[lMlf"IOJCl • o ...... ~...__...cw..,.._.._._.~••­_...,...,,_0110..--t •• •1•11 I f" .. 1 ..... __. .......... .,,. .,, .... .,_ •·---• .. • _..,. .......... fl'-4"••C•O._ ..... -...~ff•••·•• ... -•·-• _....., ••. ,...., .. r •-1 .. .-11 ...... ..,.. -·--··--.. -· ......... , ,.. ......... -... -~ .................... , ... _. __ _ --.. •-tG·-...... , ....... _, .. __ ....... ,.. ._.._,.._,..,_. __ ._......_ .... _ ~•CWI·•-·--•• ••••.,.•-••-•• ..... ..,..,. ..... _"'1111:1 _,....,. ... c-<.·..-.--...-. o:-•• ·-· .. O& ...... -_,.._ • .,_ .. _ .. ::::.:. :: .... ··:::..:--===~·~:-.:-::~..:.".; ..... ·--··-··-... -.,,._ ........... .. To wnshi p Locator Map 2135 Township 5 South Range~W est 0 P!Oj«tlcn,UfM Zono ll NADl7 o toll uma JJllO UJCll -4.otlD I JI'! 1 lnd1 -iuato Uoo feel 1·11.000 "'•A..od•----.. .... eld County ·-, ............ ... ._ ... ~t0 •t•1 •llll ... 1ln1r.- ~~1Ulfl.....,f '-1.JDOI ( ( .. ( • ~T ---·------4 -,---- / .. Bl.M Parcel Nd. 213N111.oe-es1 EV Rllllch LI. ,1 Par e l ~o. 1913-~I~~ CheYfOll USA Inc. P.wl No. 2137-153..U.eat Chevron USA Inc. Parcel No. 2137·223-0CMIOl hevron USA Inc:. PscelNo. 2137 ·213.Q0.004 CheYYOn USA Inc:. Pa!'C91 No. 2137-321'*'"' -· .t ' I 1 J.va & llmotl)y Upholf Pucel No. 2137.012 .. 0.001 CM¥-USA Inc. ~ ... l'alUI No. 2 1J1-~7 Bl.M Parcel No. 2137-31 2-00-9 52 • ,. ,. • Chevron USA I nc:. P•cel No . J137·253.f0..07 / I I Garfield County, Colora:lo Office 01111e Assessor 10911h Str .... SU1t1207 ,<il"'-Spfiog~CO 1 1601 !m.96900 -!l"llol!knnrCD\ Legend -Tufmmpl -US FOIWSl 5«'Ace SubdlYlllon Tu Dl$lllcl BollndWY ~ SlalO.Fed...aHitt••"Y /\/-10 ~ Countyiad ./'../ PrNale Rold. TllMI ~ GC08 SuMt)' CoonlNIH __ ....... t c;...., ...... ..-«Pt-• ..... ~·,___... •1. , ...... , au••••._..,... ............ o.r~c -.n ••••-4 -,,, ........ ____ ., ....... -.... ..----011-.. ·-· ___ ..... 1 o..a-c..-. .......... -..,_ ...... _ ... ""° ··-_ ....... 0 110 ___ , .... 1 .. ,,_ ... _ ............. _. ... _.. _._.,.._ ... -_.,._.. ........ -~c.•o .... ___ u ... ,._. ... ..... _ ...... _. .... , ... ,, ... ~, O....,i•_.__.._. .... ._......,._.,._ ...... _._, .. • ._ .. ....-• .-•c.. ............ ~··~···-··-- -· -·--· ....... --··---••aJ•"' ·--···-· ... ----··-'···· .. ···--.. -.... --.. ·-··· .... ~·-"-""·-·""' _c .,..,.~ .... ---, ·-.. ·-· ........... -_ .... ,,,_ .. _ __ .... ,, .... ··-·· ___ .. ...., .... -........ :·:..·..::=:: :.:::..·.-= :r:: .:=.;:;."'.: .. -:::-: , __ .... _ ........ -...... --·--··· ---__ ..... _ ~, .. ,_, .... -----,·--·---.. "··-·-·-·· ........... -.,.._ , ___ -···---~ ..... , .. ---,,_, _ _.. -· -· ... .. --~·-·· ... --. 4 _ .... To wnsh ip Locator Map 2137 Townsh ip S South Ran ge 97 W est I . 0 f'r¥<11GO: UlM Zono 13 NAl>27 ...... ·-·-·- , lnCft ...... 1.500 leol 111.000 ........... __ --· Id County c ' " ,. . ,/ c / I ( > "-............ 21:1N12'""'51 II •• ' .-- I • .. I . .,.. ' \ .t ! ·' I , -+ ·· 1 . .. 1 ,· ,; '*' ' . ' .. _ .. ." I I' -·, .... I' . ·. l ,,. ;, A > . ,. Conoco Inc. (30%1 ~USA Inc. (70%1 Pen:el No . 2139.e51.00.012 ,f . . Chevron USAlftc. P-1 No. 2131•17...00.0111 "' ·" J '\ . . ' ,_ -. ' ,l;olorado Nalure ~ch PDtCel No . 21 l9·342;G0 .009 I ... I { I \. I \ t ""' \ l ... .• 0 EV Ranch LUP P-INo. 2139·101.00.011 \ J __ •fl /@ -,_~ Ci Ranch LLLP Pan:el1'o. 213r:11wo.0011 .· I ~No. ~,-MU Chevron USA Inc. I I '1 Pan:al No. 2139·1113-00.014 l· __ _J -.• '\ ? II .. ..... ,• '· Bl.M Pa rcel No. 2 i 39-111.00-952 l I f ,• J ! ------------ Chevl'Ofl USA Inc. Parcel No. 2139·131..ff.ff5 , Chevrvn USA Inc:. Parctl No. 2137-153.00.oot BLM..,_... HoP..uiN-lft ,.. __ RecDnl• I Garfield County, Cdora:lo Office .. !he Assessor '°'"'s_t_:zor -~coa1e01 m.Ji&S9'0I www ,p 0 •6-mdW.CD1 Legend -t a1Eaenpt BLM US Folfft Sarvlce Subdlvi&lan "Tll Olstrtd BoundAl)I ,..., Slate. Fedn Hilt'W"Y /\/ lnt0flla1o 7D ,..., Counly Road .r-.' Private Ro..t. tral Olller Boutld""8s 8lM GCOB Coonllnatat --"""°" t c.-....,..--o••w. a_....c...111'~•-· , ......... lVIO•Jt'Q_..., .... _ •• ._ ... ffQ.-t,..C..,., If O••t•- t--a c.i ..... o .. •••-• ,, .... , ......... .,.-•• ~-o•• .... ·--flrlllllllCl,W#tDld-'o.-..c:...,.......-.._ ............ -~ ........ .... .... 1.01to .... -••••I .. ,.,..,..,,...._.._,.. .,. ... .., 1w•-· .. -.....-~,...., _.,..,.,..,,....,_.,.,.c•Cll • ... .,.,. ....... ,_.., ••""-4 ···-·.....i .. •••t.1•••' .. '' "-'··~·· .. , .... ...., ...... -.. -_. .. _.__ ......... --· •••••••-MO-•<-lr '' ,._ ... , ... ___ • ....,_ .. --· ........ , .......... --······ ..... ··-· ...,_ ..... ·---.. -...... -......... -·--.. :::~· ~·.:::.:-::...-:-;;".!.~:.'" ..:;.;.:-..:..:.:.: ;.-:.::.:.::.:;.~-_: ==-:-;. ~~:-::::;.:::. ... ------··-------.. -.... ,..,....,__. __ .... -.... -----·-,...,_._ --·--........ ~ ...... -........... -..... -. ~-·--·--·····-··--· ... ---·-· ... .._.. ...... , ..... ---..--· ---.,..._ ... _ ... _. __ ......... -..... Town ship Locato r Map 213 9 Township 5 South Rlll.:e 98 west 0 Prqotl""'-UtM l.ono 13 NA021 I UO t100 :t.M 11..-.... .... '"""°"""'''·500fool 111.000 m~~~unty ,_ ,__._.._ _ _. ........ ~ .. ¥J ,,.. ... .,, .. ... 1.......-1111• t oJUe ,..,,_ t 4 .1~ / c l .· -·- ,. ·r ) / ® I . ·1 11••-· / Franklin o .. & Vicky L Norell Pirc.I No. ~14Hl54.o0-016 ,. Id G Mant•t (12.5%); Carolyn L AnHrl (12.5%) ......,_..,.__~ Pwi:el No. 21~9_2-0_~ l '/ ·-i . --..,... ---. . . Kerog~ 011 Com.,,ny " Parcel No. 2t41·23f.tl04I06 '' ~ ~~ !Q r------' Iii) , ........ . . IS ~; -.. . ~ - . ·I I ·r I .. ,. • ,. --...--. .-,-•-,.;_ - - ...._--~·r-~-~·~~l__...., ;' - -r----~ . . -.--~ @ l I " I v '·'\, ·1 . -. . 1 .~ , ·1 -.- .• ---,,.. ..... :- ~·J .. · I _J~· r :-"· ' .... / ·1 . 18 .. J ,I • . . , ·1 . ..,., . 1' J .. ·' ;' , ' ·' ,J r,. . ' --... .. .t --- .,,. •' ~lnc.(31%) ~ USAlnc.(70%) Pmn:el No. 2131-C114-0G-o20 " Conoco !nC. (311%) ChtlvnNI USA Inc. (70%) Pual No. 2131-4174-GCl .. 15 .. . .. / l ! I Cano~ Ille. (10%} / f ~ c1,...,on USA Inc. (70%1 • PllUI No. 2n•112-oo..11 u Colorado N.ture Ranch LP I 11·-. Parcel No. 2139-342-00..009 v ---. r' I' . ·, e/ ,i• -.. ·' i-·~ ••• . -r " . ,/ , .... .,.. . , I, l[ ./ '· a . . . . .!. . •' , ,, ,, . . - { . ........ "' . / 0 ·1 . '] '. ' I I . :I I Allenbern.,, scins 314 Int Parcel No'. 2141-354.o0-412 '· •' -· H . . ,I <e> ..... ,• • . , e . ' .. " ' ta I 191 ~ ~ Garfield County , Cdorcdo Office o1 lhe Assessor , ..... , ... s.... 201 ca.-semo~ co 11eo1 IJQJM.SIDI --•.s-llHCIUtlr.GI\ Legend -TuE=npl SLM USFCf9atS..W:. Subdlvlslan Tu Olstnc1 Boundaty ""' $13._ Fed .... ltgllw1y ""' lnce,....,te 70 ""' Co4Jn1y Rold ,.. •' Private Road Trail Olhet 8oundllle1 Bl.M GCDB Coordln11 .. ---' c._,..,.._°".._.o ...... c-,t f O.-.t -_.,._ J.UIOtfl'0 ....... -•• 11,..hOM ••C-t no -~ ·-J. '91 .. -.o.-•-<ll T1__.._ ..... ..,_..,,_0tt•• -· ---1 o ..... c-.---.a...--• .... -""'.::Mt .. _ ... -..,.0110 __ , ___ -· t r•-.. •~-• ..... .., .... _-'__.,_.,._ _.,..,., ... .....,.1-••1 •<•0 ....... M .... , .. ,, ·-~ ..... -• _ ......................... _,,_,._.I ... ._.,._ ..... ·-···-···· .... -· ......... ....... ~-.......... --"..__ .. , -..---...._ . ~~~~E=..~:-:;r_;;.::;:.:.~fE2-:~!~ .. .._ .... 011.a ... ·-· " .... "' ........... -· ··-· ... .,,_ ..... ·-·----·-.. ----...... ....... -........... "'---··-··· .. ··--· --·-----.,. ----. -.. ~~£==--::~:~·=·:;==...-~==.~ ._ .. , ........... __ _....., __ , __ ..... _ .. _ ... _ ..... _·-·-· ... --_ .. _ 2141 To11Jnsl1ip 5 So11th Range 9') w f5t 0 Prqoalcn : UTM Zo<lo 13 NA027 • -t.000 ·-·-·-,_ , """.quAlo , .500 '"' , 11.000 """'MOl!t - __ ., HJo•nUi-1 Zl'7 ... .. [ 111"1-11:1-00-m ... .... .. .. ~ :;. "' ... ... ... f I an-m -oo -az> E r ;; .. •• ... l ' . li ! .. ~ i f { l ;;. ~ !! ~ !ii .. ~ ~ ., ~ '\. ~ =+ \ ( .. ,. c c e .· \. ;' I i J I ,. " ~ , 11Jt-J42.()0·00I 211~ tS1.00.0f4 .1 ~"'"j ..... .• --·'--Chevron USA Inc. P..-c:elNo. 2117.ol1.ff.002 .. Colondo Natu~ Ranch I . . q ~~ -;;i ~·':' :i " l~ 1.! u) IL Chnron USA I Parcel No. BLM P•rwl No. B )t:"2117~52 Chevron USA Im:. Pan:•I No. 2137-321.00..oae n'~·-.. 21174l:MMM51 I J ' " Parcel No. 2139.:Al.OG..009 ,, 2117.011.ff.ocl2 BUIPoteolNca. 21'7.oM.oe-ISl / •• ... t i ,, __ r •• .. 'fiq fiq a: ... !~ .a "' ..... z-N .g 0 l!Z o-0~ u. IL . . j I ,I' ""'' .. i -,-- •' I Chevron USA Inc. P11rcel No. 21t1M 111.00..001 BLM---NoPon:.INo.ln --- Chevron iilA Inc. Pan:el No . 2117·212.00.eotl • IL 0.. e !I h :!I Iii •::< ~' 1· /Shell Frontier 011 & Ga1 Pan:el N10. 21&7-36~.0G.023 .! . ,,.: r ,.· Jr'W)l"f"':• . ".)II )I\; .. ·,.,.,~. ~.,,,,. Shell Fron~er 011 & Gu Pan:el No. 2H7..JIZ.(10..023 ' I ' 'I BLMP.,,.,elNo. ... .· " II ) 2117·1 ~55 ,., ,,. ,,. ____ r -··· .. 11'1ttl$ , » ' . N ' I ' ·' .... . . : ll ... ' ,•!$ ~ .. N ca iS ~ . Ii t; --r~ .) !:i '• .. 4'i I! "'"" ~ A ,, ... I ) ··. n-.-rr· f ."'4 ,. ' .. . . Shell Frontier 011 & Gas Parcel No. 2'6'f.362.00.0Z3 ,· IJ .. -:1 •-- ·' ,.• ' J1 • ,. Tr.:t '" ... 1'~rtfll I j r . ·1 . •( I I ,r I I .. . • •• I ,. " •' -. . \ H ,. ---=:--. . IJ .. ., / .. . ." ... ® " H •' .. •' ,. i. t \ ,,,.,, .. U.C:.. Lllonnlngo< P-No. 2111.014-G0.020 @ .' ,. \ '· . . .· • ' -- ....... I ~. " ' . .I' ·' I Garfield County I Cdorcdo Assessor's Office IDI a .. S .. l Suoo 207, ~-·CO 9'801 mo MJ.toa www 0Wflt10.cwr11y cm Legend -Tu~ 111.M USFOl911Sttvca s..- Tuo ..... e-ry ~ Soll.federal ~·y ~lnlonla .. 70 ~ Caun1y flood ..,.......,, PnY•le RGAd. Traa Other Boundlnn BLM GCOB c-.tlfta1M • c... ..... -.-....... O......C:-rt ~ ,._ _ ... _ :SVIO t lfO.-....... -~._o ..... c ...... tO...i• ... ·-· -''-•·---•-•'---· • ...,. ...... .--01••• ·-_,,_...,.. I a .... 11c-,._...~._ ..... ._,...ur0M ... --.. c••o--1 .... , ... t r••-·••-•-_,,,,,._,,o••A-• .....,._,,..... -~ ... -1 .. ,....,..,,_ ••wCAD ...... ,_ .... .1111111" •~.toM .... _., .... , ...... 1, .. ..,, .. ,,0-·--i-•<ll• .... ............ ,.-........ -.......... "" ......... _ ... ---·""'..., .__ ,,, ... -. ..__ ..._,.._ ........... -... ·-··-·- ···-··---· ........... -.. 1 .. ~'•··-·--··· ... ....... -·-·-............. ~·--_, .. --.... °"' .. -,_ ......... ·-.... --.. _. _,,,_ ..... -· ... ···--...... .,, .............. --.. ... ····-................ ·---· ..... , ........ __ .. .. ..... --·· .... ----....... --·-~ .... -,., _____ ............. -.. -......... --... --·--· ... ·•'--... _ .. _._.. __ ..... _.,.. --.. ........ -·--·--···· ··-·----··-·· ... ·-· •••• •4 .. _.,. ......... -·· , ... _ - -·-·-··-·-·----..... -... Township Locator Map 2167 To 1111Jship 6 South RMge 98 West 0 Piqee1.on. UTM Zone 13 NAD21 • -·-:t• ,.. • .. 1 lnd'I equal• 1.500 IHI 1.11.000 n....oa:•---.. ·-... ~ .... - . ... ::-.:.,-:::. C:U l14111 ( ( ( '" I l ~ l1'M:'f •• "ltACf ,, I ~ ___ \ ___ ...... ,_, .. . , .. ~ .. ,~, . J BL: reel No. 24( -342.00-958 l.~ . - ,....., , Pam~ ·.!l'li"ncbi M Hock~ 29 -~ ./ ~ \ 0 1 Th D ~ ' lmll J Maydew (25%1 S MIMl'I ,_No. 1029.041.07.oot ~ ~""""" ~~~~~~~~~~~- ':'" .. _____ ,,I . • ! t . I . -------1------ . ' . . ~ \.. 10 12 1 l Q.. ; •q J' " 'T'mw.-,_.,. , "'" ~ ;l JS " r :r r . ,. T AdJO ni"g 2 445 "' 0 ... N g' c: 0 ~ 2411 Township 7 South Range 97 West ( t KlllllLL W 0 V NT A I Jll ' ,. ( ' ' .. c 0 " ' ' ' .. ( Opol C. U<...,.IJU1S1')-11Mn11Parcol1134S4-17- P-. I!. llJUl!fl l.llhoMl21.111!1')--PatulU2t~S7.ff-l.nloC &.lu-LD1.i.(Uft) ___ ,_,ln.t_r_ ® a.uo. BLM Pare.I Ho . 241~2-40-152 !levorod Mlnerai. Pan:el No . • • ·--• D • .. .. • • .. .,.-.... ., . -- Kiennta.W.a.allffttW(UI"')'"_... Dean autt.r 11.u'l.1 a .. ,.,... Ne.1121.at :~-r---~~~--~~=::~ o......e-.... .. ,,,.,.,1 ... , .... ,fll •. -----.a.enM"1:(1.t4"->1MPlf'Clltl-..HJNUAJ ---~·~ ...... Q.11 .. (7 ................ aut.a11 a J ... -..... , •.• ,.. •• _. "....,-..... , . ........ ~,,,........ · l•c.t• .. ,. OlaW • ..._ .... J.W, ____ ... , --1Y••Yo11t1•-... -llre<lfHYollll•-.. Ma.l~I Vielle ...... f:LJl"I') ... , ...... Ma • .,. ..... , ....... fll p..Jlll.) ... l'lftal .... ......... p ..... , .......... _..., .. , --!J.SRl•ll• ....... . ----•UKf•ll• .... ... o--.-(UIY.)111•-otli& --llf.-(ltnj ... P-llo . • ......_ l...,,._W(J.11"1 ... Pe,.9No.. -0,•(1.llY.1111• ..... .... _, .... ,, .... , ... , ....... . l,..ftlloll•,...,.(t.11Y.JIM .. ~I..._ 2413 Township 7 South ~ ' Range 98 West O.R. & M.,,,le Y. Huclton -Ml-a Pa<cel No ... U.fU.Of.000 ( Adjol nlna 2411 llll ' _J i-~--•. ... L· ·1 •I SI .. if ... .. ... ,. .... ..._ 9"und.,., 4 = (§) 2 ( .., ~) @> .. .... N .. c II-• ·c: Bo.mdlW)' ·; I :;' <C _f_ Chevron USA Inc. @) PauC ND. 2443·124-GO-OOI ~ !;; BL."4 BUI P11rc•I No. "' iii .. I ;t r 24'5-101.oe-951 '° -I'-... .. 0 0 ... s z ZN <§) • Cl6" U4l " " B Lil ).~ -~ .. 6 c c ~ --... 1111 N < ILll {! {! • "' 8 II ' 0 HI 0 II i ~ I 2445 .. @) <§) I ... !::! .., ... ~· SLM • I lloouaolarr I Lii ~ <§) llt;M Htcr. ..... I 2'45·112.00·953 I CAllF'IELD Chtvron USA Inc . ---COUNTY -® ... ~Towns/rip 8 Soutlr MESA ,. Parctl No. 24's-1n-44>j' COUNTY .. " Range 97 West 17 19 IS 14 l:J (_ APPK0\11:.D C1J\.1f!Y ASmSOtt c ii '\ .1 ·' .. ... ( I 1 .... ( Adjo ining 241 3 i' \ I @ 9 L U 3 . -----..~··1 BLM Parcel No • 2443-033.00-951 "' ... "' li 'ii' < Map ID Township, Parcel Numb9r : Range I 1913 4S,97W 1913-284-00-004 1913 4S,97W 1913-292-00-952 1913 4S,97W 1913-323-00-006 1913 4S,97W 1913-351-00-007 I Map ID Township, Parcel Number R1nge 1911 4S,98W 1911-272-00-005 1911 4S,98W 1911 ·301-00·955 1911 4S,98W 1911 -341 -00-952 Map ID Township, Parcel Number Range 19og 4S,99W 1909-223-00-002 1909 4S,99W 1909-243-00-003 1909 : 4S,99W ' 1909-243-00-003 1909 4S,99W 1909-243-00-003 1909 4S,99W 1909-232-00-005 1909 ' 4S,99W 1909-273-00-007 1909 4S,99W 1909-322-00-951 Map ID Township, Parcel Numb9r I Range I 2135 5S,96W 2135-064-00-952 CHEVRON PICEANCE BASIN NATURAL GAS DEVELOPMENT PROGRAM ADJACENT PROPERTY AND SEVERED MINERAL OWNERS Township 4 South, Range 97 West Name Address EV Ranch LLLP 22593 RBC Road 5 , Rine, CO 81650 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Exxon MobH Corp. Attn : Exxon Co. U .S .A ., PO Box 53 , Houston, TX 77001 -0053 Exxon Mobil Corp. (83.8%>. Levy Brothers LLC (10.8%), JoAnna U. Homas Trust (1.05'%), Connie Hinman Trust (0 .98%), Virginia Hinman Trust (0.098%), Stuart A Umpley Trust (1 .05%), Cara V . Lockett & Comerica Bank-Texas PO Box 53, Houston, TX 77001-0053 Co. Trustees of Susan G. Umpleby Peasner Royalty Trust (0.7%), Stanley Lockett & Comerica Bank-Texas Co.- Trustees of the Cara Vlf'Qlnia Umpleby Lockett Royally Trust Township 4 South, R1nge 98 West Name Address Harris & Doyle Livestock LLC (3 7.95%), Amerada Hess 990 Sapphire Drive, Castle Rock, CO 80108 Corp (37.05%), Oil Shale Corp. (25%) Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, C O 81601 (not llsled in Assessor's record) Bureau of Land Management 50629 Highway 6 & 24 , Gl enwood Springs, CO 8160 1 (nol lisled in Assessor's record) Township 4 South, Range 99 West Name Address LOVLandCo. 439 County Road 26, Rine, CO 81650-8823 Mobil Oil (50%) Attn: Prop Tax Div, PO Box 53, Houston, TX 77001 Puckett Land Co . (40°..l.) 5460 Quebec SI. Suite 250, Greenwood Village, CO 80111 -19 17 Equity Oil (10%) PO Box 53 , Houston, TX 7700 1 (1 0 %) Slate of Colorado Divis ion of Wildllfe, 6060 Broadway, Denver , CO 80216-1029 Paul M. Marriott, Kathryn Dougan 215 S State St Ste 1170, Salt Lake City, UT 84111 -2 334 Bureau of Land Management 50629 Highway 6 & 24 , Glenwood Springs, CO 8160 1 Township S South, Range 96 West Name Address Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 1of5 v v 2135 5S,96W 2135-073·00·003 2135 SS, 96W 2135-184·00-956 2135 5S,96W 2135-273·00·015 2135 5S,96W 2135-321 ·00·009 Map ID Township, Parcel Number Range 2137 5S,97W 1913-284-00·004 2137 5S.97W 2137·012·00·001 2137 5S,97W 2137·014-00·006 2137 5S ,97W 2137·071-00·951 2137 5S,97W 2137-014-00-011 2137 5S,97W 2137-131 -00·002 Map ID Township, Parcel Number Range 2139 5S, 98W 2139-062·00-951 2139 5S,98W 2139-101-00·011 2139 5S,98W 2139-111-00-952 21_39 5S,98W 2139-183-00-006 2139 5S,98W 2139-214-00-953 2139 5S,98W 2139-342·00·009 Not listed in 2139 5S,98W Assesso(s Records Map ID Township, Parcel Number Range 2141 5S,99W 2139-342-00-009 2141 5S,99W 2141-054-00-016 2141 5S,99W 2141-092-00-017 2141 5S,99W 2141-231-00-006 CHEVRON PICEANCE BASIN NATURAL GAS DEVELOPMENT PROGRAM ADJACENT PROPERTY AND SEVERED MINERAL OWNERS Reuben Gerald & Stephanie Oldland 14667 County Road 5 , Rine, CO 81650 ·8812, IMPS only Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Encana Oil & Gas (USA) Inc. c/o Logan & Firmine, 3615 S. Huron Street, Suite 200, Englewood, CO 80110 Berry Petroleum Co. 950 17th Street Ste 2400, Denver, CO 80202 Townshi p 5 South, Range 97 W est Name AddreH EV Ranch LLLP 22593 RBC Road 5, Rine, CO 81650 Eva & Timothy Uphoff (50%). Eva Christine Oldland 17037 County Road 5 , Rllle. CO 81650 (50°k) Reuben Gerald & Stephanie Oldland 14667 County Road 5 , Rine, CO 81650-8812, IMPS only Bureau of land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Eva & Timothy Uphoff 17037 Rio Blanco County Road 5, Rlfte, CO 81650 Eva & Timothy Uphoff 17037 Rio Blanco County Road 5, Rine, co 81650 Township 5 South, Range 98 West Name Address Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 EV Ranch LLLP 22593 RBC Road 5 , Rllle, CO 81650 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 EV Ranch LLLP 22593 RBC Road 5, Rllle, co 81650 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Colorado Nature Ranch LP 4901 Wineland Road Ste 650, Orlando, FL 32811 Bureau of Land Management -Severed Mlnerals In 50629 Highway 6 & 24 , Glenwood Springs, CO 81601 Seclfon 36 Township 5 South, Range 99 West Name Address Colorado Nature Ranch LP 4901 Wineland Road Ste 650, Orlando, FL 32811 Franklin Dee & Vicky L. Norell PO Box 1536, Meeker, CO 81641 David G . Manier (12.5%), Carolyn L. Ansari (12.5%) 353 South Oneida Way. Denver, CO 80224 -1331 Kerogen OH Company Alln: C .R . Davis, PO Box 51 , Winnetka, 1160093·0051 2 of 5 Map ID Township, Parcel Numbw Range 2169 6S,97W 2169-022-00-019 2169 6S,97W 2169-041-00-951 2169 6S,97W 2169-044-00-003 2169 6S,97W 2169-214-00-026 2169 6S,97W 2167-382-00-023 Map ID Township, Parcel N umber Range 2167 65, 98W 2139-342-00-009 2167 65, 98W 2167-014--00-020 2167 65, 9BW 2167-033--00-951 2167 6S,98W 2167-044--00-952 2167 6S,98W 2167-094-00-953 2167 6S,9BW 2167-154--00-955 2167 6S,98W 2167-222-00-956 2167 6S,98W 2167-272-00-958 2167 6S,98W 2167-321-00-960 2167 6S.98W 2167-334-00-961 2167 6S, 98W 2167-341-00-963 2167 SS, 98W 2167-342-00-962 2167 6S, 98W 2167-343-00-964 2167 6S, 98W 2167-362-00-023 2167 65, 98W 2413-042-00-003 2413 7S, 98W 8029-054-07-000 2413 7S,98W 8029-057-07-000 2413 7S,98W 8029-100-07-000 Notllsled in 2167 6S, 98W Assesso(s Records CHEVRON PICEANCE BASIN NATURAL G AS D EVELOPMENT P ROGRAM ADJACENT PROPERTY AND SEVERED MINERAL OWNERS Township 6 South, Range 97 West Name Address Savage Limited Partnership I Attn: John Savage, 5953 County Road 320, Rifle, Co 81650 Bureau or Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 OXY USA WTP LP 5 Greenway Plaza Ste 110, Houston , TX 77046-0506 OXYUSAlnc. 5 Greenway Plaza Ste 110, Houston, TX 77046-0506 Shell Frontier Oil & Gas Inc. c/o Shell Oil Company, PO Box 4854, Houston, TX 77010 Townshi p 6 South, Range 98 West Name Address Colorado Nature Ranch LP 4901 Wineland Road Sle 650, Orlando, FL 32811 Lucas L. Renninger 269 Main Street, Meeker, CO 81641 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Managemenl 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24 , Glenwood Springs, CO 81601 Bureau or Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau or Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau or Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Shell Frontier Oil & Gas c/o Shell Oil Company, Po Box 4854, Houston, Tx 77010 Erwin P . Knirlberger PO Box 42, De Beque, CO 81630-0042 Opal C. Latham (21.875%), Severed Minerals PO Box 127, De Beque, CO 81630-0127 Pauline E. (Duffy) Latham (21.87%), Severed Minerals 3249 03/4 Road, Clifton, CO 81520 Leslie C . & Juanita L. Davis (6.25%), Severed Minerals 1714 Mineola Dr, Sill, CO 81652 Bureau of Land Management -Severed Minerals in 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Section 15 3of5 v MaplD T ownsh i p, Parcel Number Ra nge 2411 7S,97W 2411-082-00-011 2411 7S,97W 2411 -082-00-954 2411 7S,97W 2411-342-00·956 2411 7S, 97W 8029-041-07-000 Map ID T ownshi p, Parcel Number Range 2413 7S,98W 2413-092·00·952 2413 7S,98W 2413-094-00-004 2413 7S, 98W 2413-112-00-951 2413 7S,98W 2413-222-00-953 2413 7S, 98W 8029-001-07-000 2413 7S,98W 8029-()02-07 -000 2413 7S,98W 8029-()03-07 -000 2413 7S ,98W 8029-004-07 -000 2413 7S,98W 8029-005-07-000 2413 7S,98W 8029-036-07-000 8029-037-07-000 2413 7S,98W 8029-045-07 -000 2413 7S,98W 8029-046-07 -000 2413 7S,98W 8029-047-07-000 2413 7S,98W 8029-()48-07-000 2413 7S,98W 8029-054-07 -000 2413 7S,98W 8029-057 ·07-000 2413 7S,98W 8029-059-07-000 24 13 7S ,98W 8029-086-07-000 8029-088-07-000 2413 7S, 98W 8029· 100-07-000 2413 7S, 98W 8029-154-07-000 CHEVRON PICEANCE BASIN NATURAL G AS D EVELOPMENT PROGRAM ADJACENT PROPERTY AND SEVERED MINERAL OWNERS Township 7 South, Range 97 Wnt Name Addn s s Savage Limited Partnership I Atln: John Savage, 5953 County Road 320, Rine, Co 81650 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Managemenl 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Frank R , Payne, & Wanda M. Heck & Theodore D & Velma 6141 East Campo Bello Drive, Scottsdale, A7. 85254 J . Maydew (25%) Severed Minerals T ownship 7 South, Ranae 98 Wnt Name Address Bureau of Land Management 50629 Highway 6 & 24 , Glenwood Springs, CO 81601 Albertson Ranches Co. Alln: Dale Albertson, PO Box 420, De Beque. CO 81630 Bureau of land Managemenl 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Jack Armslrong (4 .17%). Severed Minerals 3474 Hawthorne Dr W , Carmel, IN 46033-9287 Harvey Armstrong (8.33%), Severed Minerals 413 Ingersol Ln , Sill, CO 81652-9571 James Louis Armslrong (eslale of) (8 .33%), Severed clo Mary Armstrong Brown, 472 Counly Road 3000, Aztec, NM 87410 Minerals Otto W . Armstrong (8 .33%), Severed Minerals 3195 F Rd Trailer 20, Grand Junction, CO 81504-4037 Olio 0 . Armstrong (50%), Severed Minerals 3195 F Rd Trailer 20, Grand Junction, CO 81504-4037 Norman W. Flasche (50%), Severed Minerals 462 Tusher St, Moab, UT 84532-2820 Norman W. Flasche (50%), Severed Minerals O.R. & Marvle V. Hudson, Severed Minerals 1316 Avenue F, Gothenburg, NE 69138-1736 Mark H . & Maureen A . Irwin Trustees or the Irwin Family 955 Flagstone Dr, Santa Maria, CA 93455 Trust (25%), Severed Minerals George G. Vaught, Jr. (50% oil &gas), Severed Mlnerals P 0 Box 13557, Denver, CO 80201 Judy Armstrong Johnson (4.17%), Severed Minerals 9307 W 1171h St, Overland Park, KS 66210·2802 Opal C . Latham (21 .875%), Severed Minerals PO Box 127, De Beque, CO 81630-0127 Pauline E . (Duffy) Latham (21 .87%), Severed Minerals 3249 D314 Road. Clifton, CO 81520 Ted E. Lough (25%), Severed Mineral s 315 4th SI, Glenwood Springs, CO 81601 -3036 E.C. Roley (31 .25% oil & gas). Severed Minerals Attn : Stephen E . Roley, PO Box 71, Arvada, CO 80001 E.C . Roley (43.75% oil & gas), Severed Minerals Leslie C , & Juanita L. Davis (6.25%), Severed Minerals 1714 Mineola Dr, Sill, CO 81652 Howard , Floyd , Ronald Galyean; Laura O'Brien, Betty PO Box 667, Lukeville , AZ. 85341-0667 4of5 2413 7S, 96W 8029-155-07-000 2413 7S, 98W 8029-156-07-000 2413 7S, 98W 8029-213-07-000 8029-226-07-000 2413 7S, 98W 8029-214-07-000 8029-224-07-000 2413 7S, 98W 8029-215-07-000 8029-225-07-000 2413 7S , 98W 8029-216-07-000 8029-222-07-000 2413 7S,96W 8029·217-07-000 8029-223-07-000 2413 7S,96W 8029-218-07-000 8029-227-07-000 2413 7S, 98W 8029-219-07-000 8029-226-07-000 2413 7S,98W 8029-220-07-000 8029-229-07-000 2413 7S,98W 8029-221 ·07-000 6029-230-07-000 Map ID T ownship, Parcel Number Range 2445 as. 97W 2445-072-00-952 2445 es. 97W 2445-101-00-951 2445 BS. 97W 2445· 182-00-953 MaplD Township, Pan:elNumber Range 2443 65, 98W 2443-033-00-951 2443 8S ,98W 2443-123-00-004 CHEVRON PICEANCE BASIN NATURAL G AS D EVELOPMENT P ROGRAM ADJACENT PROPERTY AND SEVERED MINERAL OWNERS Rlckstrew (20.63%) severed minerals; each owns 4.13% of surface 2413·362-00-017 (Chevron) Greta Galyean (25%), Severed Minerals Jay Rlckstrew, 1423 E Spruce Ct. Rifle, CO 81650 Millard E . Graham (4 .17%), Severed Minerals 211 Morrison Avenue. Rangely, CO 61648 -2602 Kenneth Satterfield (2 .38%), Severed Minerals 1253 Whitlock Ridge Dr SW, Marietta, GA 30064-5415 Kenneth Satterfield (1.19%), Severed Minerals Dean Sulzer (7 .14%), Severed Minerals PO Box 66, Hillsdale , WY 82060-0066 Dean Sulzer (3 .58%), Severed Minerals Darrel Satterfield (7.14%), Severed Minerals 651 S Road , Mack, CO 81525 Darrel Satterfield (3.58%). Severed Minerals Jean Hart (7.14%). Severed Minerals PO Box 1946, Rolla, MO 65402 Jean Hart (3.58%), Severed Minerals Neola Gates (7.14%), Severed Minerals 1933 N East Street No 14, Guymon , OK 73942 Neola Gales (3.58%), Severed Minerals Rhodora Satterfield (7.14%), Severed Minerals 2117 Broadway, Grand Junction, CO 81503 Rhodora Satterfield (3.58%), Severed Minerals Joyce Dyer (7.14%), Severed Minerals 431 30 1/2 Road, Grand Junction, CO 81504 Joyce Dyer (3 .58°,.{,), Severed Minerals Vickie Burtle (2 .38%), Severed Minerals PO Box 1319, Gypsum, CO 81637 Vickie Burke (1 .19%), Severed Minerals Brenda Esparsen (2.38%), Severed Minerals PO Box 268, Minium, CO 81645 Brenda Esparsen (1 .19%), Severed Minerals T o wnship B South, Range 97 West Name AddreH Bureau or Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Bureau or Land Management 50629 Highway 6 & 24. Glenwood Springs, CO 81601 Bureau o r Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 Township B South, Range 98 West Name AddreH Bureau of Land Management 50629 Highway 6 & 24 . Glenwood Springs, CO 81601 David Furr PO Box 166. Debeque, CO 81630 S of5 v c ( ( Garfield County NTY ATTORNEY'S OFFICE February 8, 2008 James s. Talbot, Sr. Counsel Chevron North America Exploration and Production 11111 S. Wilcrest #N2206 Houston, TX 77099 Via Regular Mail & E-Mail: jtalbot@chevron.com 108 s11o Street, Suite 219 Glenwood Springs, CO 81601 Tele: (970) 945-9150 Fax: (970) 384-SOOS RE: Skinner Ridge 598-25-CV and On-Going Land Use Applications for Chevron and CUSA's Surface Tenants Dear Mr. Talbot: I have completed my initial legal review of ownership and noticing documentation for Chevron U.S.A.'s ("Chevron" or "CUSA"}Skinner Ridge 598-25-CV ("25-CV")temporary housing Special Use Permit application. Chevron, as promised, provided: 1. a map, based on the Garfield County Assessor's Office Tax Parcel Map Series, showing Assessor's Parcel No. 2137-153-00-009 (in which 25-CV is to be located) and all other contiguous land held in the name of "Chevron USA", constituting one "Y" shaped,54,000+ acre"lot"under Garfield County's Zoning Resolution("Y" or "lot"). The lot is, thus, "the property that is the subject of the hearing" under Colorado's Notification of Surface Development statute, §§24- 65.5-103 and 103.3 (1) (a), C.R.S. , as amended. 2. identification on the map of surface owners within 200 feet of the boundary of the Y, by owner name and Assessor Parcel Number. 3. identification of severed minerals and royalty interests "in" the lot, shown on the map by notation including owner name, per cent share (when applicable} and separate Assessor's Parcel Numbers, if available. If there is no mineral notation, we are assuming Chevron owns the minerals. (I have not located a reference to any lease rights on the map; but, I understand from the information provided at the BOCC hearing on the earlier 598-25- AV application that Williams owns lease rights in Assessor's Parcel No. 2137-153-00-009.) v c c ( James s . Talbot, Sr. Counsel Chevron USA February 8, 2008 Page 2 4. an Affidavit of Surface Ownership regarding Section 25, TSS, R98 W, 6th PM, a portion of 2137-153-00-009, in which 25 CV is to be located. (Thus, we will need the same waiver from Williams, referred to above, or proof that Williams, as a mineral lessee, has been notified of the hearing on the Special Use Permit for 25-CV.) 5. a 5-page list of surface owners within 200 feet of the boundary of the "Y" and severed mineral and royalty interest owners in the "Y". The 25-CV application does not contain back up deeds and/or US Patents for the entire lot. This is consistent with your letter and e-mail, dated November 13 and December 3, 2007 respectively, regarding: (1) title issues, (2) corporate mergers, (3) the difficulty of providing proof of ownership for the lot, and (4) the relative simplicity of providing proof of ownership for the multiple parcels, within the lot, upon which facilities under land use review are located. I understand from your February 4, 2008 "follow-up" e-mail that you are not in a position to provide a sworn Declaration of "good title" to the lot. Can you, instead, formalize that e mail on Chevron letterhead and allow the letter to be a part of the current 25-CV application and future Garfield County permit application packets filed by Chevron and its surface tenants? As we have discussed, proof of ownership is usually based upon a recorded deed (or deeds), or in some instances a current Title Commitment, showing ownership of the "subject lot", no matter the size, in the applicant land owner. However, based upon the BOCC' s factual findings regarding "adequate" proof of ownership and notice in recent hearings, I believe that such a letter from you, as Corporate Counsel, along with: (1) the map; (2) list of noticed surface and mineral owners, including Assessor Parcel Numbers; (3) the back-up documents for land, including US Patents for deeded un- patented mining claims, and minerals associated with the "tract" upon which the facility is located; and (3) the associated corporate merger documents, unless specifically referred to in your letter, would in most instances make an adequate ownership and noticing application packet. u v ( c c James S. Talbot, Sr. Counsel Chevron USA February 9, 2008 Page 3 Once completed, and updated in a timely manner by local Chevron representatives to show changes in mineral and surface notations, the packet could be copied for each Chevron application and the applications of Chevron's surface tenants, such as PDC and Marathon. Needless to say, the frequency with which Garfield County's real estate records are checked for changes in ownership and the method by which Chevron disseminates updated information to surface tenants are matters of internal corporate policy. However, as you know, before the hearing is opened the attorney for the BOCC asks the applicant when the County's real estate records were last checked . Title policies more than one year old at the time of hearing have been deemed inadequate to prove up ownership in the applicant land owner. Noticing information, not updated within three (3)months of a hearing, has been deemed inadequate to confer jurisdiction and allow opening of a quasi-judicial hearing before the BOCC. This is a long letter, but I also want to respond to the "conflict of laws" issue discussed in your November 13, 2007 letter. I did not mean to infer that CUSA's mergers in Delaware and Pennsylvania were subject to Colorado law, only that CUSA is subject to the Secretary of State's filing requirements for foreign corporations, detailed in the Colorado Corporations and Associations Act (Title 7, Article 90, Part 800) and to the requirements of Colorado's conveyancing statutes in Title 38. Such statutes, as you know, deal with evidence of entity existence and authority to affect title to real property. I referred to §38-30-144 in my letter to EnCana, dated June, 2007 and copied to Chevron in August of 07. Since writing that letter, I have been unable to discern the meaning of the §38-30- 144 (3) (h), statutory requirement that foreign corporations record a "Certificate of Authority" in the Clerk and Recorder's records. As it turns out, the Secretary of State does not issue such a certi'ficate. The document showing authority to do business in Colorado, under current law, is the corporation's "application for authority"stamped by the Secretary of State as "filed" I "accepted" by the SOS. I have spoken with local corporate attorneys and title professionals who ~~so find the statutory requirement unintelligible. The practice, despite the language of the statute, seems to be to record a "Statement of Authority" (§38-30-172) if and when needed, and, otherwise, to do what Chevron has done, i.e., file the "foreign" Certificate(s) of Merger to show Chevron as the surviving entity and thus "record" owner of the real estate. ( c c James s . Talbot, Sr. Counsel Chevron USA February B, 2008 Page 4 Thank you for your continued attention to the ownership and noticing issues involved in CUSA's land use applications in Garfield County. cc Julie Justus, Chevron Fred Jarman, Dir., Garfield Co. Building & Planning David Pesnichak, Sr. Planner, Garfield Co. Building & Planning T :\MyFiles\PLAN \CORRES\chevrontalbot2.wpd c ( ( Chevron • February 11, 2008 Carolyn M. Dahlgren Deputy County Attorney Garfield County Attorney's Office I 08 8111 Street, Suite 219 Glenwood Springs, CO 81601 Re : Clievron 's Title to the 54,000 acre "Y Lot" Dear Ms. Dahlgren, James s. Talbot Senior Counsel Law Department North America Exploration and Production Company 11111 S. Wllcrest #N2006 Houston, Texas 77099-4397 Tel 281-561-3536 Fax 281-561-3515 jtalbot@chevron.com Following up on our frequent discussions on the captioned topic and your letter of February 11, 2008 I will attempt in this letter to explain why I am 99°/o certain that Chevron has good title to the entire Y Lot, but despite that high degree of certainty can't provide you with a sworn statement to that effect. The basis for my belief in Chevron's having good title to the entire Y Lot starts with the Garfield County Assessors Records, which records are based on the Deed Records on file in Garfield County, which show that Chevron is the owner of the entire Y Lot. While I acknowledge that the Assessors Records may not be quite as reliable as the Deed Records they are nevertheless official records and they show that Chevron, or its predecessors have owned the Y lot for many decades and that Chevron has paid taxes on the entire Y Lot over those decades . Backing up the accuracy of those records is the fact that our on site ranch manager, Mr. Craig Tysse, is unaware of any third party claims to the Y lot acreage that put a cloud on our title to any portion of the entire lot. Finally my certainty about our title is based on my personal review of abstracts and title opinions covering portions of the Y lot all of which demonstrate good title to the sections or pieces reviewed . Over the past year I have had the opportunity to do in depth reviews of portions of the Y Lot to determine if their were problems with our title and each time I have done so I have been able to confirm title to the extent that I was able, or would be able, to provide sworn testimony as to Chevron's ownership of the particular portion of the Y Lot which was the subject of my review. While I would like to be able to provide you with a sworn declaration, either my own or outside counsels, stating that Chevron owns the entire Y Lot I cannot do so, despite my 99% certainty that such is the case, because I do not have abstracts (At least not abstracts which are up to date.) or title opinions for large portions of the Y Lot. I have discussed this with Lee Parker, Chevron's lead land Representative for the area, and he has advised me that he estimates it would take up to two years to obtain abstracts for the all the parcels for which we don't have current abstracts and to have those abstracts examined . While I c· c (_ Ms. Carolyn M. Dahlgren February 11, 2008 Page 2 can tell you I am 99% certain of our title based on the information cited herein neither I nor our outside counsel can give a sworn statement that based on a thorough examination we have concluded that Chevron owns title to each and every acre in the entire Y Lot -we can't do so without examining current abstracts, which don't exist for the whole of the Y Lot. Part of the problem in this case stems from the manner by which Chevron acquired title. Chevron, or its predecessors, began acquiring parcels of land in Garfield County at least as early as the 1940's. Over many decades, in over a hundred separate transactions, Chevron and its predecessors , or entities it or they later acquired by merger or acquisition, put together what is shown on the Assessor's records as the Y Lot. We have scores of Deeds granted over many decades going into companies which were acquired by or merged with Chevron or entities which Chevron merged with or acquired. As you arc aware I have provided detailed explanations as to how Chevron acquired title to a particular tract which forms part of the whole Y Lot. Each title I have examined records regarding one of these individual tracts I have been able to trace title into Chevron, however these examinations are more in the nature of spot checks on title as I don't have adequate abstracts on many of the individual tracts on which to base a sworn statement. As you are aware I, or outside counsel for Chevron, have been able to explain in great detail and under oath just how Chevron acquired title to each parcel for which we have submitted a permit application. Our applications include Deeds and an explanation of our title to the individual tract on which we are seeking to conduct operations . The tracts typically compose a half section or more on which all the operations for which the permit is sought will be conducted . These sworn statements are made only after conducting a very thorough review of our records including but not limited to abstracts. I do not conduct these reviews lightly and don't assert we have title unless I am very sure that I have looked at the abstracts and understand and can explain just why it is I assert Chevron has good title to the tract. While I can make no such absolute assertion as to the entire Y Lot I can say, based on the Assessor's Records, my discussions with Mr Tysse, the dozen or more title opinions I have examined, the numerous abstracts I have reviewed, and the corporate records I have examined that I am 99% certain that Chevron has good title to the whole of the Y Lot. Chevron's Land Department is working diligently to secure current abstracts and title opinions for the entire Y Lot and when those arc in hand, hopefully sometime in 2010, I will be able to provide swore statements as to our good title to the whole of the Y Lol Until that time I ask that the County rely on the detailed information I am able to provide as to Chevron's title to the tract on which all of the operations covered in the permit will be perfonncd. That detailed information, backed by swore statements as to title on the tract, and the information cited herein including the Garfield County's Assessors Records is good evidence of our title to the whole of the Y Lot and I request you accept it until such time we have completed our title review of the whole of the Y Lot. Sincerely ~~l.;}~ cc : Julie Justus Michael Deberry c ( ( 'DeliiWare PAGE 1 ...... .....,._,~. '11ie :first State I, HARRIET SMITH WINDSOR, SBCRETARY OF S'J!ATB OF TSE STA1'B OF DRI.AWAR2, DO l:IE.R.2BY CERTIFY THE MI'ACBED IS A TRUE AND CORRECT COPY OF THE CBRTIFICA'J!B OF MERGER, WHICH MBRGES: "GE'.l'TY OIL EXPLORATION COMPANY" 1 A DELAWJlRE CORPORATION, WI'J!B AND IN'J!O "CHEVRON U.S.A. INC." t1NDBR TBB NAME OE "CHEVRON U.S.A. INC. n, A CO.RPO.RATION ORGANIZED AND EXISTING UNDER TBE LAWS OF ~BE STATE OF PJZNN!JYLVANIA, AS RECEIVED AND FILED IN 'J!HIS OFFICR 'J!HB flltUUfB DAY OF APRIL, A. D. 2002, A!l' 9:05 O'CLOCK A.H. AND I DO HEREB>: EUR'l'BER CEBTIFY THAT 'J'HE EFFECTIVE DATE OF TBB AFORESAID CERI'IFICATE OF MERGER IS THE FIRST DAY OF MAY, A.D. 2002, AT 2 O'CLOCK P.H. 111111111111 111111111111111111111111111111111111111 1111 669006 02/22/2005 02:07P B1664 P367 M RLSOORF 1 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO 0784181 8100H 050107962 ~~~<#--~ Harriet Smith Windsor, Secretary of St:1te AUXHBN'I'ICATION: 3674757 DATE: 02-09-05 1\' ( ,\ I v c c c 1111111111111111111111111111 111111111111111111111111111 669006 02/22/2005 02:07P B1664 P368 M ALSDORF 2 of 3 R 16.00 0 0.00 GARFIELD COUNTY CO CERTIFICATE OF MERGER OF GEITY OU. EXPLORATION CO:MPANY WITH AND 1NTO CHEVRON U.S.A. INC. lt is hereby certified that: .... A ... QW&." ~~ SECRZ~ARY OP S2'A!'E DIVISXON OF CORPORATIONS l'ILED 09: 05 AH 04/30/2002 020214446 -078418! I. The constituent business corporations participating in the merger herein certified arc: (i) Getty Oil Exploration Company. which is incorporated under the Jaws of the State of Delaware; and (ii) Chevron U.S.A. Inc., which is incorporated under the laws of the State of Pennsylvania. 2. An Agreement of Merger has been approved, adopted. certified. aecmed and acknowledged by each of the aforesaid constituent corporations in accordance with the provisions of subscctioo (c) of Section 252 of the General Corporation Law of the State of Delaware, to wit, by Oel.ty Oil Exploration Company in the same manner as is provided in Section 2.S I of the Gcneml Corporation Law of the Slate of Delaware and by Chevron U.S.A. Inc. in accordance with the laws of the State of its incOipOnllion. 3. The name of the surviving corporation in the merger herein certified is Chevron U.S.A. Inc., which will continue its existence as sirld surviving corporation under the name Chevron U.SA. Inc. upon the cJTcclivc date of said mcfF pursuant lo the provisions of the laws or the State of its incorpaalion. 4. The certificate of incorporation of Chevron U.S.A. Inc., as now in f oa::e and effccl, shall conlinuc to be the certificate of incQrPoration of said surviving corporation until amended tlld changed pursuant to the provisions of the laws of the Slalc of its incorporation. 5. The executed Agreement of Merger between the aforesaid constituent corporations is on file at an office of the aforesaid surviving corporation at: 575 Market Street, San Francisco. CA 94105 . u '( c (_ 1111111111111111111111111111111111111111111111111111111 669006 02/22/20~5 02:07P B1664 P369 M ALSDORF 3 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO 6. A copy of the aforcsaJd Agreement of Merger will be furnished by the aforesaid surviving corporation, on request, and without cost, to any stockhoJder of each of the aforesaid constituent corporations . 7. The afore.~id surviving cotpnratinn does hereby agree thnt it may he served with process in :he State of Delaware in any proceeding for enforcement of any obligation of Getty Oil Exploration Company, ns well as for enforcement of any obligation of said surviving corporation arising from che merger herein certified, including any suit or other proceeding to enforce the right, if uny. of any stockholder of Getty Oil Explordtion Company as dctcnnined in apprdisal procecdin~ pursuant ID the provisions of Seainn 262 of the General Corporal.ion Law of the State of Delaware; does heRby irrevocably appoint the Secretary of State of the State of Delaware as its agent to accept service of process in any such suit or other proceedings; and does hereby specify the following as the address to which a copy of such process shall be mailed by the Secretary of State of the State of Delaware: Corporate Secrelary Department, Chevron U.S.A. Inc., 515 Markee, San Francisco, CA 94105. 8. The merger is to become effective on May 1, 2002, 2:00 P.M., Eastern Standard nme . Dated: May l, 2002 CHEVRON U.S.A. JNC . By: /sfFmnk G Soler FrankG. Soler Its: Assistunl Sccrctary c c ( ,I\ ~'? Recorded •' I .:l ; t fi'. .,·c1Gd<_f_M JAN 19 1988 ~ Reception No 38&,.38 MILDr.ED AlSDOlF. RECORD GARFU:LD COUNTY, COLORADO DEED KNOW All HEN BY TH£SE PRESENTS: GARFIB.D ~eJ .1 \.\-\i~ State Doc. fee ·~ e·:! 'i'.:2~ P!~: :1.~ That thts deed ts made effective as of the 31st day of December, 1984 by and between Getty Oil Company, a Dela1<1are corporation, (hereinafter referred to as "Grantor") and Getty Oil Exploration Company, a Delaware corporation (hereinafter referred to as "Grantee•). W t T N E S S E T H: WHEREAS, Grantor is the owner and/or holder of those certain shale oil prop- erties, and lands in Mesa and Garfield Counties, Colorado, described in Exhtbits "A" and •e" attached hereto and by thf s reference made a part hereof (hereinafter collectively referred to as the 11 Properties"); and HOW THEREFORE, for and in consideratton of one dollar and other good and valuable considerations, the receipt of which is hereby acknowledged, Grantor does hereby quitclaim, bargain, sell and convey unto Grantee, all of Grantor's right, title and interest in and to the Properties, together with all improvements situated thereon and all water rights, permits and applications, and reservoir and ditch rights, appertaining or belonging thereto or used in connection therewith, and other appurtenances thereunto belonging. Grantee does hereby accept this deed subject to easements, r1 ghts of w1ys, exceptions and any and all reservations appearing of record affecting any of the Properties and/or rights granted. To have and to hold the SIH together with all and singular the appurtenances thereunto belonging or fn anywise appertilinfng to Grantee, and all the estate, right, title. claim and demand whatsoever, of the Grantor, either in law or equity, of, in and to the Properties, together with all improvements situated thereon and all water rights, permits and applications, and reservoir and ditch rights. appertatning or belonging thereto or used in connection therewith, and other appurtenances thereunto belonging. This deed shall extend to, be binding upon, and inure to the benefit of the successors, and assigns of Grantee. By: 11 ~~:.?.s~ ~fl By: Qi·_' . "'Cl~ STATE OF COLORADO CITY AND COUNTY OF DENVER The foregoing instru~t wa~cknowledged before me this Sl/-ii day of ~ • 1919, by e. • to be kmto be the .,4SerSOiiWJIOFexecuted the ~gotngnstrUi!ieiit as Vice President of Getty Oil I Com~anr: Witness 11y hand and official seal. ~~ •• {,.I· Ill{/''·~·-·-""· -. .' Notary P'ubtic: !" . v~,.,... .-.-·-~-'\ · My Co11iss1on Expires: .. -! · ·u f3\.• Address: -"-:1 ..... £ ..... v_,!ij'_,..,j ..... @__,.'!_f..._;-UJ-L' The foregoing instrument was acknowledged before nie this ~ day of ~ , 1987, by VJ.. fni ~MC" , to be known to be the personwClexecuted the forega!19~r1lment as Attorney-in-fact of Getty 011 Exploration Company. Witness ~Y hand and official seal. Notary Public: '-f~X ~ ,.._ _. Ky C011fssfon Expires : ~q9/ ~ ... ~''::; Address : ~t';:'ttZr 'A••.~ I v v c '( • .J Caflllau at CoF7 al'l:mr.! STATE OF COLORADO County of Garfield ------- Recept i op '/I 3 91 9 2 2 u the same appears upon the records o{ :rny office. Given under my hand and official seal this 8th day of November ,A.D2005.., 2 :45 o'clockLM ¥aJ~ Mild~ Deputy County Clerk and Recorder ~ ~ ( ~ r ~-. ~ ~ } .. • ' ,- F ('. .. h ~ lc.•,t ~: :I ;;· r. ;i ~~ •s rr .. · 1:i.· :¥ :. ~ r~ r .~ ,. "-~· ... ; t• . I~ 1t 1t i.~ t.: t lk ·~ •'.- i~ 1f (_ ft'ec:Q,~YJ ::ii /J.'18' a'c!ock .il l.t _MAY ~ Rt109Pt2on No . 391922MU.D?.e!'.t A1r.!Xlt\F, Ri:COROER GARFiELO CC'AINn'. COLORADO GARflB.D ' ·:.tAY 11 l9S8 Stall! Dec, Feo QUl'I' CV.lH DEEn ~-'" ?~.t ~~~= ~9? $fr n 11s D~ED. ~adv e!Crctivo :i.s of the lsc d:iy of JanW1ry ln the ycnr of our Lard nnb thous:i.nd nino hundr1ul ;md cii;hty Cl vc (1985) batvecn T1nc:1co l'roducing Inc: , 11 Dcl.1'-'3to corpor;itton,. of the Clty nnd County of Dcnvnr and Statn of Calorado, plll't!' of ::ho fi rsc: put, mul Catty Oll Explor:it:lon Ccimpnny, :i . Dal:i\lllrl:! c:orpor:1tion, oC Bn~ 5S68 .TA, nonvar, CO llO~li, pnrty oC the sacond ·pn f t • l:i tn.i,.scth, That the .snid :11•rty of t:ho Hrsc p3rC, for nnd l.t\ conddcricion of tho $=i of llnc dolla: and othlll' goad =d vnluable cansidBr.:ltlon tCI .the szrlli r:i.-;ry or thr. Cl ri;t piirt ,in h;ind pn1d by clict u~d party of tha •ocnnd .pnrc, cha •cc:11iri1. >;hcrce>! ir. h11ri!liy ·cC1nfesi:Cod .;ind 11ck:iovlc!dgod, l1iJ1: rambod, ralo:u:ad, convcyod .:tnd 'QtnT"1:LJ.1HED, ond;by thoso pruants doas ~e1daa, rolano, cC1nvoy 11ncl QUlT ,Cl.AlH unto is:itcl ;p11rt1· _of t'hc::sacond pnrc, lts .cuccassors nnd ··aitsigna for~·cr, . .:ill tho ~ri11hi:; ricle; 'interest, ·'cl:iizi .11nd dc!Dllrid 111\ich the liiJid pnrcy oi t h e fit>st p•:'°:." h11s -ln and tC1 the follovlng clcscribeil ,.l'iinds s~tuacc, lyin11 and bclni; in 'tliF :.Coiinl:y of C.irfield and St:ito of Calorndo; ~oscrlhed bi-F.xhtbit "A", :ittnc:'had horroco ;mcl !:lido a spaci~ic p.:irl heroo[, 'i'O llAV£ A~il TD llOLD the 101M1, cai;e.char vith all ond sll\i;ulnt the npp\1rtcnriiiccs· ~nnd privtlcr.cs thereunto bolon&in& or iu .-nnyvhc tlicrcunt.o oirperc:iinir.t, •and 01ll the estate, d&)it, :.ido . incerost and_,...clni11 wh atsoever , o! the ·snid pncty of the £iut .J1.:1rt,-.• oithar in law or oqul.ty, to tho a'!lY 11ro;>or use::and .·bc:n~nt of t.1·111' r.iid •p:ir:,--·oc tho &eeond pnrt ; iti succ!c•:ors nnd :1 ~ "I £ns • ro·rc,•l!r . -• • _. " ~ . II:-lliTNEsS \ll!EREOF, 1h• _Sllid pnti}:: ·or;•the fl rot pnrl hns horoun :o ·s<i"i: it.s h~l\d ~h~"Jd:iy ;;llnd ye;ir rh••t -nbtnic .wrltt~ir. ·.-.: --. . .•• · .. ·. J.r. . · L, = ... ·· .. :.::~~:::: .. · . --~ · r. r· ..... ,,, -;'· -· ,,,, .. -..i.;:·.'.-~ .. ~ ·T OOCO '·PRoDtlcu;c l toC .. ) • ! :••·.-r.:::·~·~ • ·.·.< •..: • '-. ; L~'< • ..v' / -• .. , :. -I ~ 'fl--' ..i. ... ~ By. _., .•. ·· ·• t>~. ·--. •. l"t .... ~•. o. P • Lounnry .... ,Attornoy·in:tact STo\i'E OF' COl.ORAOO ) _ :(~. ~>-· < • , )SS t _ ·~ --~~~t·'.°;!.~·~.~-·ff..t~. ;· ... :.· .. Cln' A.~ll COUNTY OF DEh'V£a) .(·.:. '.-_,.1,:;.·:;o;: p.-'.::• -~-~1 • (; f.! ( { ..J Tho foroi;oins ins.Huaent:: w11s • oie'icnovl'edge'd bofo:-e iie thh _ • .,1 d11y of !t.~y f,, o, '1988, by D, P. l.auihey; :A"ccoc:nayJ in ~Fac:t for Tl:llt;co rroductng. Inc . l.'.itDD s~.;~.}1:1nd and o (fid.:il seal. _ • -~·.: _ · /:::~~;;;·'.:~<.i.-~~~·;i>~· "'' ~~~ :;~o~: ~blic;· ..... """.-r::.-.··.,.1_'..:;;;;..~.;.;•r;._ ____ _ z '::. 1 F -~·: .. :~-~' Ky .co=iuion·.Expixu: ·== ........ -. .. "' -· .:. : .. ' . .. . . -·-'""'-Clllll9 .. ·"·.· t;··d ~-/ · i -~;··~ 0 Addro.S 11 l -,.,,,, n; ••• _. ... ... ~ -·:. . ·?-·~·:./:>;-i\·.:-~:;.;.)::::····· :; ...... ::. :... • i~-~-:. .. -·:.:·~:: :r .. • ·-/ -· . :·. . .. .... i .. : .. ::~?t~~\.i.:~~:;:,:·.~:4 :~ '. ·- ·~~ c c ( .. .. -•,:,!~' -~ ~ ; .,. ?3-1 ,:~£11fi . ~ Garfield County, CO ~, i·~ ~ t. '! " .; .~ .t ; ~- ~ c_~ t'· ~ t ' ' ~ ! r '· ) • ri· ~on J: Hunter placer clafm, co:iprfsing that p1rt of Tract 39B l yins in t he W/2SW/4, also described ill Deed recorded floe~ NO, page 193 or County Records of Garfield County,-Colorado; Section 4: Sttction !I: Secti or§ Wallace placer clafr.i, COl:lj>r1s1ng that par't of Tract .:eo lying In the S/ZS/'lSW/4, also described fn Deed recorded in Bo ok 2~0, p.Jge 193 of County Records of Garfield County, Color4do ; Cle!r Cree~ placer chim, comprising· "!ot' 5, being tht ~7 .0 S acres fn Tract 107, i n the Y.I' of the section. Clear Creek placer claim, co:r.pr1sirlg Lot 5, aka' 31.9C acres ir; Tract 107, fn the E/Z; Clear Crel!k placer llo ; t clafm, comprisfng the lot 6; with Lo t G being 39.52 acres in the E/2, aka jJart of ';ract 106 Tyfn9 in t he section i That part of Tract 11>8 Tying in the ser. lic11 as •tescrfbed f n ~·arranty Oetd recorded fn Sook 257 page D7 of l:cunty Records of Girfielo County, Colorado; Tha; part of Tract 40 descrfbed under the on !Jinal survey as th e SE/4511/4 1n llarranty Deed recorded fn Bock 27S page lli of Co unty Records of Garf;eld County, Colorado, and dS lllily include any part cf the S/2ffE/4SW/4, ~'W/4SE/4 and S/,SE/4; Hunttr placer c l ai.:, COll!prfsfng that part of Tr11ct 398 ale~ th£ SE/4SE/4, and including any part coverin!I the S/211£/(5£/4, SE/411W/4S:/4 and E/ZSW/4SE/4, Also described in l.'arranty Deed recorded Book 24[), page 193 of County Records of Garfield County, Colorado . That part of Tract 40 lying In sectfon and describfad in Warranty Deed ~ecorded in Book 257, pape 1J7 of County P.ecords of Girffeld County, Colorado, -and as it may Include any of th~ 11£i41fW/i1. i.nd NE/4; Hunter placer clafn, cbmprisfn9 that part of Tract 39B, and described in Deed recorded Book 240, page 1 ~3 o f C~unty Rercrds of Garfield County, Colorado, and as It niay fo clud& any of thl! E/211£/4; W/ZHE/4; EnSE/4 and liW/4SE/4; aka part of Tr;u;ts 40 and 44, in the section. Hunter placer clai~ comprfsin9 _th1t part of Tract 398, described '1h D@i!d PEtdPl!ell D ok 240; _page 193 of County Records of Garffl!i d County, Colol'ado, and lying .1n .the N/lV/2HW/4; Nalhi:e.pl utr_ claim , cOtnprfsing that part of TraLt 488, cfoscr1bc:d l n Deed recoriff'l!" In Book 240, pilge 193 of County R!!c<irds of Garfield County, Colorac!o, and ly1ng 1n /N/i: and W/2H/21iE/4; Buck Canyon Ito, whcei:-c.lafL1;Gaptis.iag Tract 49, descri bt!c! fr. Deed Recorded fn Boak Z40, page 19J of County Records Gf Gadfeli! County, Colorado as ft may Tie in the N/2NE/4; Buel: Canyon tlo. 6 plactr~OC:Drfsing Tract 50, dl!scrfbed in Deed Recorded fn l'Oo k 241>; ~rot"founty Records or Garifeld County, Colorado and lying fn the NE/4; 14Htf1Pld tlo. l Ofl Shale Placer mio(ng rl.a,irn, comprisir.9 lot 4, with . lot 4 aka 40.DO acres lying fn th ~/~SE/41.'W/~, E/2W/21fW/4SE/4, SW/4SW/4HE/4, ind NE/4SW/t; Westfield Ho. 2 ofl shale..11Jacpr ntnjng claim, cc~prislng Lot land lot 3, with lot 1 aka 32.85 acres lying-in the ff~/45\1/4 and S/2S~/4fl'W/4, and Lot 3 ata 7 .14 acres ly i ng fo the E/2Nll/4S\l/4, •!/2HE/4SW/4. E/2SW/4Mt/4 and ll/2SE/411V/4. -9- ... ~-~~.:.:,...2........ia.{·:~·--;.;;·.., .. ~~-~~t!.~,z:.~.;l ~ &\ -~ \._ ( ( August 29, 2007 Mr. Fred Jannan, Director Garfield County Building & Planning Department I 08 8'11 Street, Suite 401 Glenwood Springs, CO 81601 Re: Authorization to Represent Chevron - James s. Talbot Senior Coun se l Sally Cuffin, Washington Group International Inc. Dear Mr. Bean: Law Department North America Exploration and Production Company 11111 S. Wilcrest #N2006 Houston, Texas 77099-4397 Tel 281-561-3536 Fax 281·561-3515 Jtalbot@chevron.com Chevron U.S.A. Inc. (Chevron) has retained the services of Sally Cuffin of the Washington Group International Inc .. Ms. Curtin will represent Chevron in facility pennitting for our Piceance Project in Garfield County, a role in which she will prepare and submit Special Use Pcnnit Applications, ISDS, building, grading, pipeline, road crossing and other routine construction related applications and infonnation on behalf of Chevron. Ms. Cuffin is also authorized to participate in discussions before appointed and elected boards regarding the various applications, however at such meetings, her authority to legally bind Chevron is limited to the tenns set forth in the Pennit Applications or other written documents filed on our behalf. Sincerely, ~s~.:z~ cc: Nicole Johnson Timothy Barrett Sally Cuffin c IOOOO-OOOOO-S!I0-1 ld-l'J!HAOSZ86S-HSBd I \ I ' I V \ \. ""1 /,) ' y ' ' ...... ,.,,.... !)I I I ' ' I ' 1 ...... '-. ' I ....... ' \ \ \ ' \ '/ \ '\. ~' \ \ \ ' I ~ t'J . \ A -' 't, \ ./// I . '-. \ I ' I , . «t.it ... , f, , I '• ' .. /....._ \ \ " ' ' \ . '/ \I / '/ . \ z_"' ' \ ' ' ' I , '- . ~ ' :I \ \ -, , i~~\':. ~"'9. 11.11 \ \ ...... -' ' ' '"'\. /,.,,.... , ' ' " A '· "-l '..... ' .... \/. . ....... ' ' \ '-\ ' ...... , ' ' \ \ ' --' ....... ' \ \ --.. " ' \ 1 "\ ' \ \ -~ ' l \ \ '-', I '-I \ . \ ' \ '\ "' \ \ I l ,I\ " (\ ' • I \ ' ! \ ' ...._ ' ' I I -........ I jl ~-..._ ', \ \ ' - \ I ' 1 I\ -...._ \ \ I I. Acc<ss a -......-...._ ' I I """' - if) I 1:( ) I \1 l ill I .-)!I f 77( / '· ' ., I ( ', " " '\ ',, \ ' \ \!\ ''~ \ \ \ \ \ \ \ \\ l,• ·, \ '\\ .... --..J \ ' \ I ! \ ; \ ' " ' ;\ -·-----., ., -l\' \ \ \ \··." 1,.(-\ . ...... -. 1., ., '---..-----, ' --.\ '"1-h \I ---. '\\ "1 \ ... / \ ' t -~---.... _. --' --~,/ I'' , ' ' . I . S •·· • \ ...... '' •,, I /\ 11!_ "\ ---·-'·, "· .... ' ' ' "i:,, '-., ) }\-\, I \ --. ' I \ I I -· --· ... \ ' . \ i,-.... ' ' \ ---·--· -. . ·, '· ' A . ,,, ' ...; ~ !! -···-"'. ''\ ,r-\\ ... ---... . ' \ ' ,, \ ~i I \ \ . ' \ I :;!~ . i \ ·-' ·-\ - -·~ / ~ I ' -...... ~ \ ' \ ---· < 0 I \. \ I ' i~ ~ I .J ---.. \ -• ---, \I I --\ I \ \... \' \ j . '-. II I ·-· . \ 1\----./\ \ ·-·-\\'' ... REYISllJI APPR!IYAL R£ta!O · .. ' / / / I REV • l'!!I DAtt: -r- \ ' ' \ " .. / ' ' \ \ ' \ ' \ ' \ ' \\ . \ ' .,,,. ....... '-"'-- \\. ~\ \ \, ' ~ \ "\ l I \ \ .__ . --(l\STI:--\ "tESS ll!llll \ ' ' ' ...... AEVISllJIS ~ .. ,, '1- ~ "\ \ .... "' "./ \ 'v \ "" ' .,,~ Jf I l_ ...... " "\ \ ' ' - \ \ -· ' \ "\ ' .... \ \ ""' i \ ) El!STING IELL 51; I HR RIDGE S,1·25~ l / ( tN« llANtFao \\ \ I . / '/7---. ,,._ 4: ~ I I I I \ ) ) I I ( FIAC Ul«S 1500 bbl> \ I I I ) I I I ,_ (( / ( i ' { -,___ji-::~T· -~;··,f/,~~1~11~~~)~/J! !~'.}l:s''.r ,< ,j , ~™ ~N:gu::ci!~~ I, • I f I ( ' I A _1 i ;I \}; )/I : 1 ((;<// j J -~ I !I I I , i,;t l I I I{ i I\ \I 11/11 I/ // --.1' )·''r 11~1 1 1:,\ \'r ', ', ). ? :i ,l \1 \\((\1 \ \ ~'< ,_:_ 1!{!1ii ,,,,: \_ \\\\\\'.i 1f ·· " \\,\'\~\\,,! . I I \ ·' ,\ I C£NtRll. llJ!LOINli (10' x 40'' -\\ .\ .. 1 ~ '.1 1 ' • J / 1 110' r 40 I l \\ \ \)' 1' 1 I \ / i ct!IEllAt s111u.liE tl' X IO' Cl»MM!CUIC)I BLDG NOl'CS: 0 10 lO 30 40 .......... I, tHEWICAL Sta!ACE IAt«S lBlctlllE Slaw;c'.J 2. 11\P Hm!All.IC HJJlSEP!MR PIM'S ], ctl-f!IO -PQ. Tl€A en STIJ!.ICE 4. 81.Ell>tll. W!IES nroi. SAiii. Pt'l!l€R c;n, a!OCIDEI s. nuc IJ'DUTllJIS cOORll. YAN '· IClVERS f((LD lQO,QOIH00.000 LBS !F SAlill [.l, ' ( I: I I / f' IJ.,, /'II) I i1' / '111 1 "' ~ I i :.·/, ·....---. ·., /" " ' ' \ \ \ llAltlNC StATUS \ I \ . PROJECT l«l., FOR INFORMATION ONLY ow. ..... ~ ~HdCo....,tl,-.•l""'lt/A)o•ko seu ~ C~c"ron Nortt-. Amc~rc:a -E)(s;.lorgtlor1 erid Pr-c:i,d1...1etfon 0Rn111 I 0Ut1 N URS DlSC:lPL!NE BY I DlTE I D!SC:ll'l. INE I BT I DATE "' ISSIEJ I REV I DlTE I Sil£ I PEW "' ... "' u z ... "':!:l N; -~ 8 I 7 ARO!. I illECNAHlCll. CtYtl I luu1•1 r-.a.n ·-··-· PRELI WINAJIT ELECtRICAL I IPtPtHC IENVIRIJI. I IPAfVTii::t;; I GEN. ARllANG. I lnA I l'V" f.;;::'-;;;:::::=-t--t-~-f:~-7--=··-.,1--t-~;--1f--~t-~~~~~~~~~~~~~~~-J--+-f~lPPR!IYE.DfOR I I .. , .. I mSTRUCtlOH I StRllCtlJRAL ~ - I I I I I I NOT APPROvt:D FIJI CONSTRUCT 1111 UNL!;SS 5 lGt£D 1-----1--+---lf----+--lf----t-+----+-------------------------'t--1--+---t & DATED . OESTIIOY ALL PRlllTS llElRING ElRLIER DUE &/tJI R[V,N(J, I 6 5 4 I 3 ~Dhl&latl 10SSO A ...., a"' "X 1'a-... ~·a1 529 CIJEU[DI I llUt: PICEANCE BASIN DEVELOPMENT EPS 1----'---t SERVICE PAD/ BOOS ER COMPRESSOR 25-4 EQUIPMENT P OT PLAN SCALE: PBS~9825DVW-RGL-flLT-URS-00000-00001 IRtYA 2 ::=~~~·~1 • 1 D c B A )> "C "C ~ er -CD .,, ~ TOW AIR Search Results TOWAIR Determination Results ***NOTICE*** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weight. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It Is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results Structure does not require registration. There are no airports within 8 kilometers (5 miles) of the coordinates you provided. Your Specifications NAD83 Coordinates Latitude Longitude Measurements (Meters) Overall Structure Height (AGL) Support Structure Height (AGL) Site Elevation (AMSL) Structure Type 39-35·19.5 north 108-20-25.7 west 9.8 9.8 1977 TOWER -Free standing or Guyed Structure used for Communications Purposes Tower Construction Notification Notify Tribes and Historic Preservation Officers of your plans to build a tower. Note: Notification does NOT replace Se m on 106_consu~. ( Ci.OSE WIND~) http://wireless2.fcc.gov/UlsApp/AsrScarch/towairResult.jsp?printablc Pagel of l c ( ( 6/3/2008 > ,, ,, -· n Ill C" ii' "T1 n n -::s O' 3 a> !:!: 0 ::s Jan 22 07 D3:51p Chevron ITC E vanston 307-783-9393 M0Tor2Jit-\ CANOPt f2-AD 1os .Fe.& ?-r-.A TE.~ E ,.,, T 15 Legal and Regulatory Notices 15.1 IMPORTANT NOTE ON MODIFICATIONS Intentional or unintentional changes or modtflcatlons to the equlpment must not be made unless under the express consent of the party responsible for compliance . MY such modincations could \loid the user's authority to operate the equipment and wiD void the manuracturer's warranty. 15.2 NATIONAL AND REGIONAL REGULATORY NOTICES U.S. Federal Communication Commission (FCC) and Industry Canada (IC) Notification This ayst.m ha5 achieved Type Approval In various countries around Iha world. This means that the &y81em haa been t.sted against variOU5 loc:al 19c:hnlcal regulations and found tD comply. The hquency bal1d In which the ay-.n ope,.les i5 'unlicensed' and !he symm ia ano-d 1D be used provided It does not cause i"'9rfantnc8. Further, it is not guaramaed prot.ctlon against i nlarf9rence from ohr products and lnslallations. Thia device complies with p;11rt 15 of1h• US FCC Rules and Reg~ations and wl1h RSS-210 or lndustly Canllda. Operation Is subject to the fallowing two cooditionS: (1) Thia devic:o may not c:ame harmful interfenince . and (2) This dVYice must acx:ept any lntBrference received, lnduding in'8rf8rence that may cause undnh'ld operation In Canada, ~,.should bo cautioned to t:.ke note ht ~ power radars •re aloca'9d aa primary 1n1t111 {meaning they haw priority) of 52.50 -5350 MHz and 5850 -5850 MHz and theu '3dans could cause int9rf9renc:e and/or damage ta llc:ense-exempt local are. networks (LELAN). This equipment has been tested and found to comply with the limits ror a ClasS B digital device. pumaant to Part 15 or the US FCC Rules and v,;tti RSS-210 of Industry Canada. These limits are designed to prwide reasonable protection against harmful Interference In a residential installation . This equipment generates, uses. and can radiate radio-frequency energy and, If not installed and used in accotdance with these instruction&, may cause harmful interference to radio communications. If this equ ipment does cause harmful Interference to radio or television reception, which can be determined 17/ turning the equ ipment on and off, the user is encouraged to correct the Interference by one or more of the following measures. l11CR1et11t h aep11t11tion betwnn the atl'edltd equipment and the unit ; Connect the atrwcbtd equfpment to a pow.r oUllet on 11 dllferent cirQlit from that which tho receiver Is connected to; Consult the dealer and/or experienced radio/TV tac:Mlclan for help. FCC 10& and lndus!Jy Cianada Certificrion Numbera are listed in Table 15. 11111 Ml•-.eln-.ili 1'1rt l.5•f De FCC Rw~ FCC: ID: QWPSBXX-S OpfnliH h ..i;.c& 1911• llJllflli .. I• co.lltioa: I lhi•.-,.!Uf ntl~._.,. ~.Md z lNsat.u...i ...,...,._~ • ..m.I, .., .. 1111 lalHfntlclt l»l IMIJC..-midKftd aptNtiln. Fe a -m ~ 11111111111111 a-e.::-=---o 107'892597985562 :-==!:'.:*..:-,.e-:.11 IC~lSA-SIWlS Table 18: US FCC IDs and Industry Canada certiflcatton numbers 'Mleni necesury, tfle end user Is ntSpOnsible for obtaining any National licenses ~quited to operata this product and th9ae muet b• obtained before using the produc:t In any particular country Conlac:t 1h• Issue 3, March 2006 Page 149 of 161 p.2 c c ( m .c c -· 'C 3 CD :J .. en 'C CD (') -· ~ (') a -· 0 :J en 0 Canopy Part Number Description Marlcet Avallabllity Signaling Rate T)llical LOS Range T)'plcal Aggregate Useful Thr~ Frequency range of band Channel Width Modulation Type E~ Latency Nominal Receiver Sensitivity (dbm typical} Antenna Gain (dBJ DC Power (typical} Temperacure Wind Survival Dimensions Weight lnlerface Protocols Used Network~ 57Dta0 30 Mbps 5.7 GHz BH Pair -Connector ized North AnMrica. Europe. South America. Asia 30 Mbps non-LDS lJe. to 6M:les110Kn:i.ne¥-lDS up to 25 Ml es (4(J(ntl.oS Up ID 124 Miles (200Km) Dynamically vaciable modulation ranges from 1 5 Mllps to 21 Mbps. (U~ble to 60 Mbps via Software License Key} 5.725 Qiz-5 850 GHz 12 Mhz Adapting between BPSK and 64QAM -(8 Modes} Signal Is transmitted and received with multiple beams on separate routes -recooelates signals and brings multl·path signals Into phase Generates a new set or AdaptlY!I Modulation margins which reGlces the probabHity of codeword l!ITOIS (and hence packet loss). TDM mode. Proprietary scrambling, optiona l AES 128 Bi t Enayption 7ms Adal,tive. varying between -96.5 dBm and ·72 dBm according to modulation selected Approved to operate with Hat plate up ID 28 dBi, dish up ID 37 7 dBi 90·240 AC/ 36-60V DC, SSW mu --40 ' C to +60' C L-40' F ID + 140' fl including solar rad11tlon 242 km/hr (150 miles/hr) Outoocr Unit lZW x 12H x 4.10inches(305x305x105111111 Indoor Unit 9.85W x 16H x 310 inches (250x40x80~ Outdoor Unit 9 1 lbs (4 1 kg) including bracket lOBASE -T / 1008ASE ·T (RJ-45)-alllO MDI/MDIX switching IEEE 802 .3 compatible Web Seiver and SNMP Spocilica.crs Mjea 10 cftange-mi:•. MOIOROlA and tl'e St)4oml M ID!1> •eroglSlcred In the U.S PllCJll and lrademak Otfice. All oths pDllUa or w.i:e name5 11e 111t pcpsty of tllei' r~ettM! owners o Mater ala. Inc 2006 c ( "(} :e CD ., c QI :e -· = cc I ,_ I I I ' I I I I 1-2· DISH ANTENNA (TO HOGSBACK) & COM MUNI CATION TOWER TOP SECTION 9' ROHN 45 RADIO ENCLOSURE BATTERIES ENCLOSURE TO'WER SECTION A-A lA requirements 'I-01 / • LI ;r-.JL_, __ J --,, 11, 11 1r---,re===-=~ --;1 I II ,.',, I " II I II II ,,' If 1. 11 l ll.---.,1! ll .. l j II / II II l ! i i/ I i 1-900MHz YAGI ANTENNAS (TO FIELD) 1/2• HELIAX ANTENNA CABLING (EACH RADIO / ANTENNA COMBINATION USES A SEPARATE 1 /2• HELIAX CABLE) SOLAR PANEL 100 WATT -4x2' 1-CISCO 350 BRIDGE RADIO (100 mWATI, 2.4 GHZ) -ALVANIZED ENCLOSUR E 2x1'x9" DEEP WITH 1-iNET 900 EHTERNET RADIO (1 WA TT, 900MHz) 1-MAX SOLAR HYBRID CHARGE VOLTAGE CONTROLLER (20 AMP, 12-24 voe) POLY PHAZERS FOR LIGHTNING PROTECTION COMMUNICATION TOWER MID SECTION 1 O' ROHN 45 GALVANIZED ENCLOSURE 4-DEEP CYCLE BATTERIES ~-, ~-, 'i(y ~-, ;)(' «; -?~~~~)}~,· ~~~v'v ~~~/ ~~,, COMMUNICA llON TOWER BASE SECTION 5' ROHN 45 (18• PER FACE 1 1/4" ST 7 /16" S CROSS BRACING) .... I 1 w" ~ y..ryL "-""''"= v"' 1 y1" 'u ~~J!U l'i 1 C,J.t,. v H 11uN ~ , I ZI 2J/7?777777?7777777777??77 ?1 CwrmWJ , • 1t: -I• II(:~ ~=/# ~ADIAN .,,.-- May 17, 2007 Chevron USA Attention: Don Northrup 57 Patriot Court Evanston, WY. 82930 Reference: Chevron. Garfield County, CO. File Number: 060-3828, 58053EH Radian Number: 0603828 Enclosed, please find the following for your use: Copies Drawing Number Description Radian ~mmunlcatlon ServlcH 6718 West Plank Road Peoria, IL 61604 TelephOne + 1 309 697 4400 Facsimile + 1 309 697 5612 www.radlanco1P.com 4 A070264 Design Drawing Sealed for the State of Colorado 307 783 9388 Email Also: dnbu@chevron.com Sincerely, Scott Burdette C11> ( '( ( '( c ( ~=~ ~ADIAN ~- PURCHASER: NAME OF PRODUCT: FILE NUMBER : DRAWING NUMBER: CHEVRON USA Radian Communication Servlcn 6718 West Plank Road Peoria, IL 61604 Telephone + 1309 697 4400 Facsfmfle + 1 309 697 5612 www.radlaneorp.com CHEVRON, GARFIELD COUNTY, COLORADO 32 FT. MODEL SSV TOWER 060-3828, 58053EH A070264 I CERTIFY THAT THE DESIGN OF THE REFERENCED STRUCTURE WAS PREPARED UNDER MY SUPERVISION JN ACCORDANCE WITH THE LOADING AND SOIL CRITERIA SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO . THE REFERENCED FOUNDATIONS ARE STANDARD FOUNDATIONS DESIGNED IN ACCORDANCE WITH ANSUEIA-222-F NORMAL SOIL PARAMETERS . STANDARD FOUNDATIONS SHOULD NOT BE RELIED UPON FOR THE REFERENCED SITE WITHOUT COMPETENT PROFESSIONAL EXAMINATION AND VERIFICATION OF THEIR SUITABILITY BASED ON THE SUBSURFACE CONDITIONS EXISTING AT THE SITE. CERTIFIED BY: £4CY-eF. :m.· ._ "~~\;: DATE: • _. TOWER REACrIONS t:a.ffESS/ON • 4Z. S IC ll'S 'IFNllON • :111.0 ICll'S l'DTAL. SIEAR • 11.e KIPS O. T.11. z 160.4 FT-KIPS Tmt'ER DESIGN LOA DE!lltlH WlllO UMD l'£R 2llO.J INTEIWATltwAL l/IJILDINIJ alDI" rr.tJCJ I/SINO ANSl/TIA/ElA-222-1'-I-IN MXQlllAla lf'lTH atrl JIOS.f. 120 -.J·.!ClXNI GUST Vfll'O Sl'UD (O.r JIADlM.. ra LIMO ND 100 -IM5l<: 11/IO SPEED (FASTEST 1'1U/ (O.is-RNJIM.. ICE LONJJ, THIS TDIE1r lS lESI&IED JU Slff'O'lT 11« l'DLLOt11NIJ UWJS• ELEV-I I L]NE , TION ANTEl#JA ~IZE FTL TYPE _ (/\l(JJ.I. n r.STATlON • S1UI llT • L .IUJ 1-1/Z JD •• DISH Ir/ RAD • z-4 so.rr. JIO.WAY ANT. l-E'tl5Z ilB J-CM<ll ON J' S .A. • 4 YABI ANT I.ff lllD 1-7""1 ~ ~: gf:: ~ == ::~~ 15.5 z• OlSH II'/ IWllllE 1-1""1 l!J J-1110 l'AY ANT. L£JI llrO. .J-7A 10 6' OlSH WI' A40 l-EJ5Z 7 4-Z'lt4' SDI.AR PAl>ELS 1-1/Z 4 Z-IMnEl'W / EDUIP llQlcES Z-1/Z SEr S1J'IESS-AM41.'51S "1R A~ LISTINO 01' ALL LIMIJS ON 1tlllE1r Nnr• OllH AZl-fi!i...U..S' t80 Gia-•• 0 ~ A1 Ml' • 10' 0 ,,,._ 1: g,l'd'Af';., 4 11' -AXIS o• r TO\H:R CONFIGURATION H.T.S. GE/'ERAL NOTES f. RAD/ AN COUIAMICA T/ON TOltER DESIGNS cafORJI TO ANS//TIA/EIA-222-F" LN..ESS 011-ERWISE SPEC/F"IED I.ICIER TOltER DESIGN 1.0ADINO. 2. TH: D£S/GN LOADING CRITERIA IIDICATED HAS BEEN PROV/CED TO RADIAN AID HAS BEEN .4SSLIED TO BE BASED ON SITE-SPECIFIC OATA IN Acal'lOMCE WITH ANSI/TIA/EIA-222-F' ANO IJUST IJE VEIUl'"IED BY OT'IERS PRIOR TO INSTALLATION. J. ANT9NAS AID Lll>ES LISTED IN TOllE'1l DESIGN LOADING TABLE ARE PROVIDED BY OTH!RS l.N-ESS OnERtl'ISE SPECIF"IED. 4. TOltER IEJIB£R DESIGN DOES NOT INCLl.DE STRE!iSES CX£ TO ERECTION SINCE ERECTION Ea.JIPMENT AID caDITICWS ARE IN<M»N. DESIGN ASSLIES COIJPETENT AID OUAl./F'IEO l'ERSON'EL. WILi. ERECT T1£ TOIER. S. IKR< SHALL BE IN ACCtJRIJAN(£ WITH ANSI/TIA/£/A-222-F', •STRIJCTtflAI. STAIDAR:JS FOR STEEL ANTEhPIA TDllERS AID ANTEN'IA 5LFPORTIID STRUCTtfiES•. 6. TIE lllNllAM Y /ELD STRENGTH ar STRl..CTtRAL. STEEL l£JIJ£RS SHALL BE SO KSI, EXCEPT AS NOrED BELOW. A/4£ BRACES LI. 7SXJ/16 SHALL BE J6 KS/. smt.CTI.RAL Pl.A TES SHALL BE :s6 KSI. 7. FIELD COMECTIONS SHALL f!E BOLTED. NO FIELD llELDS SHALL 8£ AU.OllED. 8. STRUCTtRAL 80L TS SHALL t:a#"ORll TO ASTU A-325. EXCEPT rlfER£ NOTED. 9 . PAL MRS SHALi. BE PROV/OED FOR ALI. 7lN£R BOLTS. JO. STRUC7t.RAL 51EE. AID COl#ECTION BOLTS SHALi. BE HOT-DIPPED GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH ANS//TIA/EIA-222-F. fl. ALI. HIGH STRENGTH BOLTS ARE TO 8E TIGHTEIED TO A •SMJGTI6HT COMJITION AS DEFllED IN TIE NOVEllJER l.J, 1985, AISC •sP£CtF1- CATICW FOR STRUCTtRAI. JOINTS USING ASTU AJ.ZS OR A490 BOLTS•. NO OT1ER UINllJUJ 80L T TENSION OR 1QllO(£ VALLES AR£ REOUIRED. 12. RRCHASER SHALL VERIFY T1£ INSTALLATICW IS IN CO/>FORllANCE WITH t.DCAL, STATE1_ AID FEDERAL. R£0UIREJl£NTS FDR OBSTRUCTION UARKING AID LIGHT!~. 13. TOLERAM:E ON TOltER STEEl. HEIGHT JS EOUAL TO PLUS IX OR UIMJS l/ZX. f4. DESIGN ASSUIES THAT, AS A UINIAIUI, MAINTENANCE Al>D INSPECTION WILL 8£ PERFTJRIED OVER 11£ LIFE ar 11£ STRUCTLfiE JN AcctRWa' WITH ANSl/TIA/EIA-222-r. IS. DESIGN ASSUIE5 LEVEL GRADE AT TOltER SITE. 16. NOUINAL FACE WIDTHS AR£ TABIA.ATED IN ca.I.Ml IZ OF TIE SELF-SLFPORTING TOllER ANALYSIS. T1E5E WIDTHS ARE NOUINAL, FINAL FACE WIDTHS WILL VARY. 17. FOR Fa.NJA.Tla-1 DETAILS, SEE OltG. NO DB70532RZ (F"6 UAT}. Pf..RCHASER SHALi. VERlrr THAT AC1UAL SITE SOIL PARAJETFRS IEET OR EXCEED E .I.A . ·~"SOIL . ... TOllER SITE1 Cl£VRON/ GARFIELD COUYTY ----courrr, '3ARFIELD, co A. P.I• A"•• -·°"'"'CJ.If,. ft,,"#" "'IWllAN, IT IS I R A D I A N ICIT ra ,. zm "" nMaD '" WCllZ Ot IN Nltr IFI naJr Ml rTliH "'11..:Nr. ... , ...... o.-· C..•lt•4• A,.,. o, .. 32' SSV TORR DESIGN FOR CHEVRON USA .. ~ ,.ni. ~. ,.,,., A070284 9, ,..,. .. , ,,,., 0603828 9£ET I OF I llln', r"\ "' /"""'\ --------------------------------------------------------------------------·---J PIS NlfD PNJ (l'lPI! 1) DAIU. AND IB1. (TYPE 2) MU IJlllS Rll 1'1115 l u NIOtDll. =· ~ ~E f!lN. IKll.T AUD#. HIN WIRT. HIN \'BIT, m"Am un HOA. y UI. ·!Tr l'MZ 0 A c MRS Ma D x -HQ. = 9'llAD BARS &1: -lYPl5 -lmuAM Ft 1(4) S/fl 4.5 N/A f2 (4) 5/fl 11.2 NIA l';J msn 19.6 N{A F'4 (4) 518 28.0 NIA F5 (4) 511 36.0 NIA F6 (4) 7/E 33.7 4.0 5/8X42 6'6 8' 0 'f'6 2'0 8#6 #6 6.3 6.9 F7 {4) 7/1 43.6 6.0 5111l(42 8'6 8' 9 5' 6 2'0 8#7 #6 8.7 9.4 7' 6 11'0 4'6 2'6 10#6 F8 (4) 7/1 52.5 6.0 5/BX42 8' 6 8'9 5'6 2'0 8#7 #6 8 .7 9 .4 7'6 U'O 4'6 2'6 10#6 F9 {4) 7/1 56.0 8.0 5/8X42 8' 6 9'0 5'6 2'0 8#7 #6 8 .8 9.5 7'6 11'0 5' 0 2' 6 10#6 FlO (4) 1 64.9 10.0 3{4X48 8'6 0'0 5' 6 2' 6 8#8 #6 10.8 12.0 7'6 12'0 5'0 2'6 10#6 Flt (4) 1 85.6 10.0 3/4)(48 8'6 1'0 !5'6 2'6 10#8 #6 11.:J 12.7 8' 0 12'6 6'0 2'6 10#6 F12 (6) 1 114.0 15.0 7/flX61) 9'6 2' 0 6'3 ]' 0 12#8 16 16.3 18.S 9'0 14'0 6'6 3'0 10#7 F13 (6) 1 129.0 15.0 7/8X60 10'0 2' 6 6'6 3' 0 12#8 #6 17.3 19.7 9'0 14'0 7'0 3'0 12#7 F14 (6) 1 152.0 15.0 7/flX&O 11'0 13'0 7' 3 3'0 12 #fl 16 19.9 22.4 9'3 15' 0 7' 3 3'0 12#8 FlS (8) 1 1114.0 20.0 7JBX60 12'6 3'9 7' 9 3'6 16 .ff ff 25.6 29.2 10' 6 16'0 B' 0 3'6 UH Fl& (8) 1 215.0 25.0 1X70 14'0 4'0 8'9 3'6 16#8 16 29.4 33.1 10'9 16'0 8'9 3'6 16 #fl F17 (8)1 242.0 25.0 1X70 15' 3 1'0 9'9 3'6 16#9 #7 33.4 37.1 11'3 17'0 9' 3 3' 6 16#8 FIB (8) 1 268.0 35.0 1X70 16'6 4'0 10' 9 4'0 21#9 #7 42.C 46.7 u·o 17'0 9' 9 4'0 16#9 c - lllllD MIN I: HG SPllEAI> 7.B 7' 6 7.8 7' 6 8 .7 7' 6 9.2 7'6 11.8 9' 0 16.7 10' 6 18.4 10'6 20.1 12'0 27.6 U'O 31.4 13' 6 35.4 13' 6 42.7 13'6 DULm l'l!R <m'£ 3) MAT~4) 0 y 16'0 2'6 18'6 2'6 19' 6 2'6 21'9 2'6 22'9 3' 0 25'0 3'6 27'6 3' 6 30' 0 4'0 38' 0 4'0 38'0 1'6 44' 0 4'6 49'0 4'6 = ~ MAX 18T. MAX "'" O.T.H. w IMS (QJ. lllS. RID1' (QJ.'lll&J ~ Jl'llllS) llD'5 (11111'!7) 1'6 12.B 4'0 2.4 2'10 33.2 5'6 4.5 3' 11 61.5 6'9 6.B S' 0 102 8'0 9.5 5'8 133 8'9 11.3 ~ 7'7 3Q4 11'6 19.6 1016 9.0 lU' u 578 11·3 30.1 10#6 10.4 11'1 819 16'0 37.9 10#6 10.9 13'0 1210 18' 3 49.3 10#6 12.2 14' ll 1780 20'9 63.8 1216 18.3 16' 10 2430 23'0 78.4 12#7 27.3 18' 11 3610 26'3 102 12#7 30.0 12 #8 42.6 N0re MAX 0. T.M. IS-Mo\T ~ATllDTmM Of 12#8 53.8 Mo\T, 16 #8 68.0 16 #8 78.6 16#8 87.5 GE!!B!AI, !!lTej I . fOR AlQUU\EIU44TEIWl Sl'fC11CATIOIG, IHSTAUATION HO'IES AHO ltll£RANCE5 SQ; PRAWING HUHBEll JHJJOO . z. ROUGHfJf IDftSTltlJCTION X>JlfT 11)" fUU. AHPU'J\lDE Of 1/1 IHOI. J . CIRC1JUR l1£S TO Ill PUaD OH l INCH CfHT8\S fOR TOP 1 ftn AHO 12 IHCH aHT!RS FllCtl 1 fEl!l' to BOTTOM, Willi ll INCH l»S. 4. HlA .U.OIOR llOl.T 5121! AICl QllolHT11Y Sl!J! ANOtOll BOLT LAYOUT PRAWING fOR TO'lllSl 5. """'MUM ANCHOA IOl.l Sil£ $1CJMj IS RIQUIRm fOR Dt'l/B.MtBIT wmt YEIOlCAI. AflHfOl\CING 8IJl5. lM.GfJI AHCHOI\ llOl.TS W.Y Ill! RfQUIRfD 114SED ON TOwat ll!ACTlOHS. 6. /.IDiOll IQ.TS OV&l 11 IHCH LONG llf:QU!e RlCICm UNDEANE/oTl1 !AC1t tfG fOR M.\T FOUND.\TIONs.. IDNCREftllOl.-INllCAlB> IHT~ DOES HOT IHCWOE 110WME Of' POOCETS. 5Ef nPlc.AI. POOIET OETU..S FOA M.\T FOINlAllOH. nuc Standard-SSV -""' ---.......... • --. ft'7ftl"dl".I' , __ .... DWG ll&a8ICE ----.............. - Mt - CH< ... - .... ,.,, ... •ilM4U01.All 0870532 -.. ... ,..,.,_ Slilndald-$V .......... FOUNDATION AND ANCHOR TOLERANCES llVl cnnimm -ICMlll ocl.,,. .i:-~:-1-1-1-. ALL FOUNDATIONS 1. CONCRETI: DIMENSIONS -PLUS OR MINUS 1" (25mm). 2. DEPTli OF FOUHOATION -PLUS l" (76mm) OR MINUS D". J . DRll1£0 FOUNDATIONS OUT OF PLUMB -1.D DEGREE. 4. REINFORCNG STE£l PLACEMENT -PER A..C.I . 301. S. PROJECTION OF EMBEOMEHTS -PLUS OR MINUS 1/B" (Jmm). 6. VERTICAL EHBEOMENTS OIJT OF PLUMB -D.5 DEGREE. ANCHOR BOLTS 7. MAXIMUM DISTANCE FROM CfNTERUNE OF ANCHOR BOLTS TO CENlCRUNE OF FOUNDATION -1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2• (Slmm). 8. ANCHOR BOLT SPAONG -1/16" (?mm). 9. ANCHOR BOLT CRa.E ORIENTATION • 0.25 DEGREE. JO. AHCHOR SOLT ORCLE DIAMETER· PLUS OR MINUS 1/16" (2mm). DWG ll!PfllOa SELF-SUPPORTING TOWERS 11 . FACE SPREAD DIMENSION CENTI:R TO CEHffR Of AHOiOR BOLT ORQ.fS - Pl.US OR MINUS J/16" (2mm) OR 1/16" (2mm) PER 20 FT. (6m) OF FACE SPREAD. 12. MAXIMUM DIFF£RfNCE BETWEEN ANY TWO FOUNDATION ELEVATIONS - 1/2"' (llmm). i GUYED TOWERS : I Jl. GUY RADIUS -Pl.US OR MINUS 5% Of DISTANCE SPEOFJED . 14. ANCHOR ELEVATION -Pl.US OR MINUS 5% Of GUY RADIUS. 15. ANCHOR ALIGNMENT (PERPENDIC\JlAR TO GUY RADIUS) -1.0 DEGREE. 16. ANCHOR ROD SI.OPE-PLUS OR MINUS 1.0 DEGREE. 17. ANCHOR ROD AUGNMENT WITH GUY RADIUS PLUS OR HJNUS 1.0 DEGREE. 18. ANCHOR HEAD OUT Of PWM8 -1.0 DEGREE. :::RADIAN 19. GUY INITIAl. TENSION -PLUS OR MINUS 10% OF TENSION SPEOAED. NOTE: TOLERANCES IN NOTES 13 AND 14 CAN NOT OCCUR SIMULTANEOUSLY ---... PBa1A,, ... t.M o-uu.m.c-.... ,,, ... . , ......... WARNING!!! ~.,..._, ..... .,..._..,._ . .......,. AFTEA ANCHOR BOLTS ARE INSTALLED IN CONCRETE HAS TAKEN ITS INITIAl faJllMllQI( SET, ANCHOR SOL TS MUST NOT BE MOVED, BENT OR REALIGNED IN ANY N'lJ AHOllll TWIANCE5 MANNER. A NUT LOCKING DEVJCE MUST BE INSTALLED ON ALL ANCHOR BOLTS. ..... 10«1>< i~ CSlt m. Soplll/IM7 """" I"""'-,.. I D UUWIMC:°llO" 1on; A810214 0 (\ ~ STANDARD FOUNDATION NOTES flUICI. Stilndanl-SSV .,.., OCSQlmDIO CM1N Dir: I u. 1. fOUHDATlON DESIGNS ARE IN ACCORDANCE wmt AHSl/TWEJ>l·'ll2·F, "SllUJCl\JRAL CONCRETE COVER FROM TOP OF fOUNOATION TO ENDS OF VERTlCAL REINFOflCEMEHT 1-·-IK·I·+· 14. II STANDARDS FOR Sl1R ANTEHHA TOWERS AND NflatHA SUPl'ORTING SllWCl\JRES", SHAU HOT EXaEO 3 INCHES (76 mm) HOR BE LESS 1llAH 2 INCHES (51 mm). , __ SECTION 7, FOR •HORl4Al• SOIL CONonJONS. •H01U4AL• SOIL IS DEFlNB> AS DRY' COH£SIVE SOIL wrrn AN AUOWAlll£ NET vamCAL RARING CN'N:nY 15. SPACERS SHALL BE AlTAOIED INTERMITTEN11.Y THROUGHOllTlltE ENTIRE LENGTII Of 4000 PSf ( 192 kf'a) AND AH AUDWABI..£ NET HORUOHTAL PRESSURE OF 100 OF VERTICAL REINFORONG CAGES TI> INSURE CONCENTIUC IUCEMEHT OF CAGES IN PSf PEil UNEAl FOOT OF OEP1lt (62.8 lPa PEA UHEM. METER OF oernt) TO A EXCAVATIONS. MAXIMUM OF 1000 PSF (192 kl'a). 16. A)UffDATION DESIGNS ASSUME STlUJCT1JRAI. BAOCFll..L lO BE COHPACT'Bl IN 8 IHOf 2. ntE PIJllCHASER MUST VERIFY lllAT ACTlJAI.. SITE SOIL PAAAHETelS HE£T OR (200 mm) MAXIMUM LAYERS lO 95'11> OF MAXIMUM DRY DEHSJ1Y AT OPTIMUM MOISTURE EXCEED E.l.A. •NORHAL • SOIL PARAMETERS AHO TIIAT lltE DEPTH OF STANDAAD CONTENT IN ACCORDANCE wtllf ASTM 0698. ADOrtlOflAU.Y, STRUCTUIW. BACICFlLL FOUNDATIONS AAE ADEQUATE BASED ON lliE FROST PBIETRATION AND(OR ZONE HUST HAVE A MINIMUH CX>HPACrn> UNIT WBGlfT Of 100 PCUIDS PER OJBIC FOOT OF SEASOffAI. MOISTURE VARIATJOH AT TIIE srrE. FOUNDATION DESIGN MODIFICA-(16kH/mJ). T10HS MAY BE llEQOIREO IN lllE fVEHT •NORMAL• SOIL PARAHET95 ARE NOT APPUCAlll.f FOR lltf AClUAL SUllSUflfACE COHOITIONS ENOOUHTtRED. 17. fOOHDAllOH DESIGHS ASSUME lE\IEi. GRADE AT llfE SlTE. 3. F<lUHDATION DESIGNS ASSUME FlEU> INSPECTIONS WILL BE PERRJRMB> 8Y 18. FOONDATION IHSTAllATION SllALL BE SUPaMSED BY PERSONNEL IOIOWlfDGEA8l£ THE PURrnASER'S REPAESENTATIVE TI> VERIFY THAT CDNSTIWC110H MATBUAl.S, NlD ecPERJEHCB> wmt THE PROPOSED FOUNDATION TYPE. CXlNSTIWCTION S1iAU. INSTAUATJON METHOOS AHD ASSUMED DESIGN PARAHETIRS ARE ACCEPTAlllE BASED BE IN ACCOAOAHC£ Wntf GOIERAU.Y ACX:EPTED INSTALLATION PllACTJQS. ON lHE CONDmONS EXISONG AT THE STIC. 19. FOil FOOOOATION AHO AHOtOR TOLERANCES SEf STlWCT\JRE ASSEMlll Y DRAWltlG. ... WORK SHALL BV IN Aca>RDAHCE WITH LOCAL CODES, SAFETY REGJLATJOHS AND DWli Nfa9ICE UNLESS OTHERWlSE NOTEO, THE LATEST RMSJON Of' AO 318, •llUJLDING <llDE 20. LOOSE MATERlAI. SHALL 8E RfMOYED FROM BOTTOM OF EXCAVATIOH PRIOR 'TO RfQUIREHEHlS FOR REINFORCED CONCRElF. PllDCEDURS FOR THE PROJKTION CONCRETE PLACEMENT. SIDES OF EXCAYATIOll SHAU. BE ROUQt AHD fflEE OF OF l:XCAVATIOltS, EXISTING CONSTRUCJIOH AND 111lll11e5 SHAl.1. 8E ESTA8USHED LOOSE rumNGS. PRIOR 'TO fOUHO.\TJON INSTALLATION. 21. CONCRETE SHAU BE Pl.ACID IN A HAHNER ltlAT WILL PIWJEHT SEGREGf.TION OF 5. AHOtOR 1101.. TS SHALL HEET Of EXCUD TIIE REQUIREHEHTS OF ASTH F155+52, SS CONCRETf MATBUAl..S AND OTHER OCWRRENCES WHICH MAY D€CREA5E lllE GRADE 105 AHO SHAU. 8E TIGHTENED TO A SHUG TIGHT CONDl110H {Rll EffOl!T Of A smEHGlH OR DURABIUTY Of lHE FOUNDATION. MAN USING AN ORDINARY 5PUf> WREltCH). 22. FREE FALL CONCRETE HAY BE USED PROVIDED FALL IS VBmrAL DOWN wm1our 6. NUT LOOQNG DEVICE SHALL 8E IHSTAU.EO OH AU AHOIOR BOllS. HITTING SIDES Of EXCAVATION, FORMWOAIC, REINFORONG BAAS, FORM TIES, I CN:iF. llRMlNG OR OllfEJl 08STRUCTJOHS. UHOER NO OROJMSTAHCES SHA1..L 7. CONCRETE HATERIAl.S SHAU CONFORM lO lME APPROPRIATE STAlE REQulREHEKTS CONCRETE FAl..L THROUGH WATER. FOR EXPOSED ST1WCTURAI. CONCRETE. I 23 . CONCRETE SHAU BE PLACED AGAINST UNOISTURSED SOIL ElCCB'T R>R PIERS I IL PROPORTIONS OF a>NCRETE MATERIALS SHALL ee StlrTABI..£ FOR 1llf INSTALLATION OF PIER AHi> PM> FOUHOATIONS. FORMS FOR PIBIS SHAU. l!E REMOVED PRIOR I HETH OD unuzeo AND SttAI L RESUL l IN DURABl..E <DNCRETE FOR RESlST ANCE 'TO IUCING STRIJCTURAl llAOCFJU. TO L.OCAL AHTlOPAlED AGGRESSIVE AcnONS. 1JlE OURABIUJY RfQUIREMElff Of ACI 318 OIAl'TER 4 SffAl.L BE SATISF1ED 8ASEDONTIECDHDmOHS EXl'ECTmAT 24. CDHSTRUCTlOH JOINTS, IF REQulRED IN PIER HUST BE AT I.EAST 12 UIOIES THE STTE. AS A MINIMUM, COHCRETE SHALL DEVELOP MINIMUM COMPRESSIVE (JOS mm) ea.ow BOlTOH OF EHBEDHEH1S AND HUST BE INmmOHAU.Y 5TREHG1lf OF 3000 PSI (20.7 HPa) IN 2B DAYS. ROUGHENED TO A FULL AMPLITUDE OF 1/1 INCH (6 non). FOUHl>AllON DEStGN ASSlUol5 TO OTHER CONSTRUCTION .lOIHlS. (.JRADIAN 9. HAXIHUH SIZE OF AGGREGATE SHALL NOT EXCEED SIZE 5UITA81.E FOR INSTALLATION METllOD UTILIZED OR 113 CLEAR DISTANCE BEHIND OR 8ETWE£N REINFORCING. 25. TOP OF RlUNDATION OUTSIDE UHITS OF ANCHOR BOLTS SHAU. BE SLOPED TO HAXJMUM SIZE MAY BE INCREASED TO 213 OEAR DISTANCE PROVIDED V«lAICABILITY DRAIN Willi A Fl..OAlfD flNISltED . /ISl£A INSIDE LIMITS OF ANCHOR BOLTS SHAU. AHO MEntOOS Of CDHSOUOATIOlt SUCH AS VlllAATIHG WILL PR£VBfT HOllEYCDMllS BE LEVEL Willi A SCRATOIED FlHIStt. ---"""" ORVOIDS. ,_.., ...... OUMul.Oll..._ 26. El!POSED EDGES OF CONCRETE SllALL BE OIAMFERED J/4" X 311• (19 nm X 19 mm) •••n1110te1 +IM64b01'11 10. REINFORCEMENT StfAl..L BE OERJRHEP AND CONFORM lO THE REQUIREMENTS OF MINIHUM. c...,...~ ............... _ .. ,....... ASTH A61S GRADE 60 UNLESS OlltERWISE NOTED. SPUCES IN REJHFORCEMEHT SHAU NOT BE Al.LOWED UNLESS OTHERWISE INOICATB>. 27. FOR AHOIOR 81.00C 1YPE FOUNDATIONS, lHE PORTION Of AU ma ANOt<lllS, FROH TOP OF AHOIOR Bl.OCX TO GROUND l.£VB., SHALL BE COATED wmt Bll\JHEN . RltllMllON 11 . REJNFOACJNG CAGES SHAU BE 8RACB> TO llETAJH PROPER OIHEHSIONS llURING oeilGN ASSUMES PERIODIC INSPECTIONS Will BE PERRlRMB> OYER me UR: OF H.\TBUAI. JHmUAru. HCmS IWIOUNG AHO lHROUGHOUr PLACEMENT OF a>HCREtE THE STlUJCJUME TO DETERMINE IF ADOmOHAL AHOIOR CDRROSIOH PROTECTlON MEASURES HUST BE IMPl.EHENTB> BASED ON OBSERVED SITE-SPEOflC CONDmONS. """' I on, I DAIE: 12. WELDING IS PROHIBITED ON RElNfORaNG SlE£L .MD EHBEDHOOS. C$R H.A JwV1111"4 ...... 1---I 13. MINIHUH a>NCRm <DVER FOR RflNFORCEHEHTSHAU. BE 3 INCHES (76 mm) UNLESS "" OlllfRWISE NOl'EO. APPROVED SPACERS SltAlL BE U5B> TO INSURE A 3 JHOI {76 mm) DUW'ltlGlflO': I ai;-i MINIMUM CDYER OH REINR>RCEMEHT. 8811300 / DATB-05/16/07 N>llK SELl'-SOPPORTING TOND AHALYllIS .aR Che'non OSA PMZ NC>. 1 'l'IHS-01:37 :03 Output ia NOT to be r911roduc:ed w:l.tho\lt Rohll'• wr:l.ttan aon .. nt.-PILE NO. 0603128 aY: DB LEVZL -5110.7H'1' ---------------------------------------------------------~--------------------~----------------------~=~-~~~:-~-~~~:~-~~~-~~-~-~-~~-~-~~-=~~~~~=~~~=~==~~~: _____________ ::::_~-- A lllUU' DESCJUP'l'ION or ru DHIQN QQOIRDSNrl rou.owa- 1 . 30 I • (32' M:'1'!mL 11'1'1 , ISV S'?USI ANALY818 2. DSSIGN WIND LOAD PU 2003 DITERHATICNAL aOIJ.l)INQ CODE IIBCI 3 . USING ANSI/'l'IA/ZIA-222-r•1996 Df ACCORDANCZ 1'%'1'11 SEC'l'ION 3108 .•, '. 120 MPB 3-SECCND IJUll'l' WIND SPZED CO .5" JW>L\l. ICE LOAD) AND 5 . 100 MPB BA!IIC WDID SPEED (rAS'l'EST MIU:) (0 .5" JW>UI. Ic:& I.CAD) 6 . COSTCllCZR : CllEllllClf USA 7 . '1'0WD arrz : GAMr::tn.1>, co 8 . 'l'hia data i8 locat.c!Q W:\Zngr\W\eeh\5805l&B . ••v Y'" .!l ./K-/1/,,l;t. llT. IN1'0'1' PAJWtE'l'EIUI •••••••••••••••• S~f£,,T'f ~ll(.t O~t,,r / rACZ • N FACE• N r '1'0llER BZIGll'l' • 30. 0 RE'l' llASS &LINA'1'ION • • 0 l'U1' WIND VELOCI'?Y • 100.00 Mli'B J:XPOStJR.! • C DG'O~ANC!: l'AC'1'0R • 1. 0 00 RAl>L\l. ICE • • 00 IN. Gb. 1.250 HOJ. ARA or .....a, ttomm • PllOJ. MBA or LADDD, l'LA'1' • Olfll'OJIM WZIGllT or I.ADDER • .031 SQ .F'l'/F'l' .000 IQ .F'l'/P'l' .001 'taPS/F'l' / UCAI.ATZD WZNDLOADI All ou.cut.ATZD AT EACll SECTION KID-BZIGllT, WDIDLQADS AU t.lll'l'ZD nCH 'l'OE' '1'0 aon'CH : J'RCK 10.0 PEft '1'0 20 .0 nrr on .0320 ur ncH 20. o l'IZ'1' '1'0 • o nrr on . 0320 ur AN'1'DOIA wnm UT. AM'1'. DEAD LOAD l'ROJ. AREA or Al'l'URTBNANCl:S &LINA'lION PRl:SS1111J: PllOJ . AREA or ANT • (SQ. rr. /rr • I (FEE'J') (K/SQ-rr1 CSQ.rr.) (l'tIPI) DUCJUHION or LOAl)8 W.STA!l'ION + 8'1'111!1 H1' + L.R 33.0 r 6' DISll 'Ill/ JW) ----------30 .0 2-4 SQ rr 'ZWO-WU ANT -30 . 0 f 3-CfflfI ON 3' 9 .A. ------21.0 + ' DGI LEG NOONTEn ---- 2' DISK W/ JW) ---------- WYa LADDER -------------- 2' DISH tr/ 11AD ---------- I 21.0 25.0 20.0 ( 18 .0 f 2 ' DISB W/ JW) ----------15 .5 3-'1'NO WAY AN'1'. IZG Ml'D • 15 .0 f 6 ' DISK W/ RAD ----------10.0 •-2'x•• SOLAR PAJIELS ---'1.0 2-BAT'l'Zal' I BQOIP BOXES •.o .0320 .0320 .0320 .0320 .0320 .0320 .0320 .0320 .032 0 .0320 .0320 .0320 .0320 9.00 37 .,0 / .00 35.40 .oo 2.80 / .00 2.00 I 2 .00 I 2 0 .00 2!1.•o I U .80 10 .00 .25 / .so I .00 .'5 I .00 .03 .OD I .03 .Ol I .2'1 .3o / .•o .•o I ROUNDS t'ACI: l'LM'I J'ACI: .ooo 0 .'27 1 ;' .000 0 .&51 1 / .ooo 0 .093 1 / .000 0 .093 1 / .0!13 2 I .279 .188 .053 .106 2 I 2 r 2 I 2 I .000 0 .326 1 / .ooo o .ooo 0 .000 0 .000 0 .326 2 I .000 0 .000 0 .000 0 .000 0 .ooo 0 .ODO 0 DEAD LOAD UT. l'ROJ , ASSUMED or APPUa. AUA*M . A. '1'0llQIJI: Cl'tIPS/1"1') (SQ .1"1'-"1') (l'r-Kl .ooo 2•.30 .'18 .006 / 150 .00 I •.BO .000 .007 / .000 .00 .ao .00 .oo \ .001 .oo• I .001 .001 !!0 .00 / 1.60 -3.lO / -.11 .oo .oo -5 .00 I' -.16 -5.00 / -.16 .002 I 35.00 1.12 .001 100.00 / l .20 .001 •s.oo r 1.u .001 I 20 .00 I .H ( ( c ( DA'l'E-05/U/07 TIME-08:37:03 LEVEL -SRO • '1N'r llOBN SJU.l'-Stn'POR'l'INIO TOWER ANALYSIS i'ClR Chan:on USA Ou1;Jlut is NOT to be .i:aproduced without Rohn'• w.i:itt.en conHnt.-l'JLE NO. 0603828 PACOi: NO. 2 BY: US •••••••••• •coi:mti 1• .. '1'0WEP. • • • •SEC'flON • .. • • HUMBER. • •••••••••• 6N8 **H 6NST •*H . ........ .. •COLUMN 2* '*WDm OH • * SECTION• • ' tlNIF. • .. Al'PIJR'l' •• * (KIPS) * . .......... .. 1.031 2.476 WINDLOAD ON TOND. SECTIONS AND StltfflRY 01' WEIGll'l'S .................................................. • ••••••••• •COLUMN 3• *WnlD ON * •CONCEll'l'1l. *!IT . PJIOJ* • AMAS * • (KIPSI • •••••••••• 2.707 3.334 .. ..•.•.... *Cot.tllel 4* • TOTAL * ~ l'OR* *EA. 'l'NR. * • SEC'l'ION* *• IXIPS) * ........... 3.739 5,811 . ........... . •COLllMH 5• * WBIIOJIT * •or RDn.• *FOR UCll* * ftC'l'lON* • (KUS) * . ......... . 1.66 1,89 • ••••••••••• *COL~ti* *WT. QI' ll •• *SECTION W/* *ICE/llDWE.-* *ll' PRESENT* • (KIPSI * ............. 2.12 2.70 • ••••••••• •COLOIOI 7* • '1'0'1'AL • * ACCUM-* * ULATED * •ssc. wrs. • * (KlPB) * • ••••••••• 2.12 4.81 . ......... . *COLIJHN 8* -w'r./SEC.• *OI' TCIWER* * S'rEEt * * ONLY • • (KIPS) * • ••••••••• .45 .BO TOTAL DfCllZASl!:D 'tOllZR WEIGBT, IN ADDI'l'lON '1'0 TD n»lllAllD TOWD SZCTIONS • ***** SECTION STATUS INDICA'l'OR.!I ***** • ••••••••• *COLtlMH 9• * JICCUM. * * WEIGJl'l' * •or 'l'CWER• * STDL * * (ltIPSJ • . ......... . .15) • 45 .2!11 1.26 .45 KIPS l'OR EX»G'LB, AG **N INDIC1aOR8 AJIE: (ll'DJOD) ----• MEHBER NOT UD'ED "'"'"' ••• BOllIZOH'l'AL 1UIACE INDICA'l'OR 11 ••• ,DllGOHAL BRM:z INDICATOR l ..... LBIO INDICATOR • (AB'?EJUSXI --D NDCBER llDl'ED I (EXCLAW.'l'ION) •HO HEHHR LIRGZ l!:NOOGll ? CQUZS'l'ION) --• INCORRECT DM'A N -------------• NOT All'll'LICABiol: ROHN HLl'-SUPPOMING 'IOllD ANALYSIS FOR Oleon:on USA DAB-05/1'/0'1 '?IMZ-01:37 :03 u:vEL -Silo • '1HT Olltpuc i• MO'l' to .,_ reproduced without Rohn'• writ.Un conaent:..-nu NO. 0603121 l'MZ NO . 3 B'f: IZB ( SU»UI , OYER'l'URNING HtJolEN'?S »ID LEG DATA •••••••••••••••••••••••••••••••••••••••• ••••••••••• • •••••••••• • •••••••••• ••••••••••• ••••••••••• ••••••••••• • •••••••••• •COI.Qtti 10* *COLUMN 11 * *COI.1lHN 12* •cor.mM 13• *C:Dl'iCIMN U* *COLtJMN 1!5• *COLUHN 16* ••••••••••• • •••••••••• ••••••••••• ••••••••••• ••••••••••• ............. . ........... • '?ONER • • DIS'l'-• • Al'l'ROX • • • 'l'OfAL • • 'l'OfAL • • Hr.XIMUH • • JQXDOC. .. • .. AMCll • .. c:ENTER-.. • ACCOM. • • OVER-• * 'l'ENSlON * • CQKP, • * SECTION • • JU:tOlf • • CEK'1'EJ\ • * SllZAR ON* * '?UlQfDIG * • l"01l otfS • * l"01l CINE * • .. • 'fOI • • or I.EGS • • 'rOllD • * taa:K'l'S * • LZG • • r.za • • HllMBBJt • • en .> .. • cn.1 • • (KUS) • * (l'T-JtIHI * • (KIPS) .. .. (KIPS) • ••••••••••• • •••••••••• • •••••••••• ••••••••••• • •••••••••• • •••••••••• • •••••••••• 6NB *"lf 10.0 4.51 J.'14 30.26 6.96 8 .42{ 6NST **If 30.0 4.58 9.55 160 .42 39.02 42.43[ <<<<<NOTS>>»> '1'BE ALLCIWABLZ c:Al'ACI'?U:S ON 'fl!IS ANALYSIS INCLODI A 33.3 n:llCBlft' INCJIP.:ASI. <<<<< NOTE >>>>> ( I SllOlfS LOAD/CAPACITY RATIO. ll&AC'1'IONS J'OI\ l'OONDATIOH DESIGN ••••••••••••••••••••••••••••••• CCHPUSSION/LEG 'f'/., 78 • •••••••••• •c:ct.llHlf 17 • • •••••••••• • IQXIMIJK. •ALI.CltQBL1.:• • LEG • *CU'AClTY * • (IUH) • • •••••••••• .151 56.91 .'15] 56.91 ••••••••••• *COI.UMN lB* • •••••••••• • TOWEi\ • • I.EG • *DIMINSICllf* • • *(INCHES) * . .......... . 1'IPE2. ssm / 1In2.5STD / 'l'ENSICIN/l.EG IBUJl./LIG ..... ariil-JtIH U .02 KUS 6,37 JtIH 9.55 Kiii UO. 42 rr-IUPS ANCBOI\ BOLTS ~/;!/' It l\&QUIUD / 2 -'/ 8 )( '{ l (_ &- ; 'rOTAL SBEAI\ OVZl\TIJIOl'ING MCMINT f~iJNi'/~rtolJ If F6 lllA r c ( c c ( llOllN BU.l'-SUPPOJtTnlG 'tOlfER ANALYSIS l'OJt Ch•Yron tJSA PAGE NO. 4 DA'?Z-05/15/07 TDll!:-08:37:03 LKVEL -5R0.7N'l' output ia NOT to b• .i:.produc.d without Rohn'• vr:l.tt-n canaent.-l'ILE NO. 0603828 BY: EEK ............ ••••••••••• • •••••••••• *COLtJMH 151* *COLUMN 20• *COLDMN 21* ............ ••••••••••• • •••••••••• • '%OWER • "' BORU. • • HOIUZ • • • • • ma. OI'* .. COHP • • * SECTION * * SllDR DI* .. 01' LEG * • • * Cini: FACE* • LOAD • * NtJHBU • "' !KIPS) "' * (ltIPSI • ••••••••••• • •••••••••• ••••••••••• BllM:DICJ L01tDS, SIZES AND BOLTS •••••••••••••••••••••••••••••• . ........... ••••••••••• • •••••••••• *COLUMN 22* *COLIJHN 23* *COLDMN 24* • •••••••••• *********** ••••••••••• *RDO.mZHG* *MAX.AXXA?.• *AXIAI. LD. * * SRZAR TO* *LOAD l'OR * *COLUMN • *U'l'AllEN* • 'l'ClfU * *CAPACITT * *BY BllACZS* * lllJtAC:rNG * *01' llRACZS* • (ltIPSI "' • UCIPSI • • (klPS) "' ••••••••••• . ........... • •••••••••• . ............ *COLUMN 25 * • ••••••••••• *ANGLE/PIH* •/sor.m EU>.• *SAa/ BIUIC&* * DIHZKSION* • (IHCBZ!ll • •••••••••••• . ........... *COLtlHll 26* . ........... • • • mu.a: • * CONNECT.* * CAl'ACrrY* • (ltIP!I) • • •••••••••• . .......... . *COLUHtl 27• ................ *N0.6 SIZE• • OP BllACZ" • BOL'l'S * *UQt!IRED " *PD COHN.* . .......... . 6NB HH 4.275 .ODO 4.275 2.849 [ .42) 10.598 L1.75X3/16 <K> / 6.80 ./ 1-5/8 m. DIA. / .250 :rN. CI.IP 6NS'l' Hff 9.681 .ooo 9.681 6.452 [ .95) 10.598 L1.75X3/16 / <<<<< NO'l'E >>>>>THE ALL0111'11LE CAPACITIES Off TRIS ANALYSIS IHCLODE A 33.3 ~ INCRl!ASI:. <<<<< ND'rE >>>>> [ J SBCWS KllX.LOAD/CAPACrrY RA!l'IO. <M> 6.80 / 1-5/8 m. DIA. .250 m. CI.IP II' TSE S'!NllOL--(*)--Al'PUJUI AJ"l'EI\ '?1IB BOL'1' SIZJ:, IT IHDICA'l'l:S 'l'BAT TIUIDDS HOH' JU: IXCLtJDU> l'llOH SllEM PLANES. II' '1'lllC S'!NllOL--(Bl --Al'P!AJUI AJ"l'IEI\ '?1IB LOADS ABOVZ, I'l' DIDICA'l'ES THAT 'l'llB LOADS AJUC fOR TllE HAIN BORIZOff'l'Alo. / IF '1'B SYHllOL--*--UPURS U"l'ER THE CI.IP SIZE, I'I' DIDICl'.'l'ES '1'BA'I' TBE BotU:ZmrrAL BRAa eotrrllOLLED '1'BB CLIP Mm BOLT SIZE. II' Tiii: SllNllOL--(+)--Al'RARS Al'TD '1'lllC DIAGONAL CAl'ACI'l'YICOI.. 24), rr IHDICA'l'ES '1'lllC BORizctlTAL BRACE CJUIACI'l'l' CONTJIOLS '1'BE DZAGOIQL BRACE CAPM:I'l'l'. '1'111: tSTTD Al'n:IJWf(J llCIFOM TU CXHl&C'l'ICN CAPACl:'l'l' IN COLtJMN 26 DIDICM'ES TllE CCN'r1IOLLING FAC'l'OR. <B> • mu.a: BOLT CONTJIOLS CONNECTION CAPM:I'l"f/ <C> • BRACB CLIP CON'l'ROLS; <M> • &RACE CON'rROLS. DM'&-05/16/07 'l'IME-08:37:03 LEVEL -51'11.7NT ROiff SEI.!'-SOHOR'UNC TCNJ:R ANALYSIS l'OJt Cb<wron USA Output ia N0'1' to be reproduced without Rohn'• wdttan conaent.-PllJC NO . 0603828 ••••••••••• •co:r.mai 2e• ••••••••••• * TOWER * • • * SIC'l'ION * • • * HOHllD * ••••••••••• QUI **N 6NBT **N TWlST »m DZl'LECT!Cllf DATA ••••••••••••••••••••••••• ••••••••••• *COLUMN 29* • •••••••••• * 'l'NlS'l' * * l'OR EACH* • '?OMZR • * S&C'l'IOlf * *ID&GRZU)* ••••••••••• .070 .216 • •••••••••• *COLOtti 3 0 * ••••••••••• * TOTAL * * ACCUM-* • tl!.ll'rm * * 'lWIS'l' * *(DEGRDSI* • •••••••••• • 286 .21' • •••••••••• *COLU!ef 31* • •••••••••• * D&l'LEC-* *'l'!ON l'OR. * *EA. 'l'OlfER* * Sl!:C'l'Ic»f * *(DSGllEZa>* • •••••••••• .017 .211 . .......... . *COLOMH 32* . .......... . * 'l'OTAL * * ACCUM-* * VLA!rED * * DUL. • *CDIGllUSI* • •••••••••• .227 .211 ll'AG& NO. 5 BY : DR c ( (_ ( c ( ,,, DA'R·O!l/16/07 ROHN SEL!'•SUPPOR.TING '1'0llZR ANALYSIS FOR Ch•YrOl'I USA Pt.OZ NO. 1 TIMl-08:26:01 output h NCl'l' to b• raproduc•d wi~out Rohn'• writt.n aonHnt.-nr.a: NO. D6D3828 BY: U:B LEVEL -!IR0 .'7NT ----------------------------------------------------------------------------------------------------~----~=~-~~~~:-~-~~~~:-~-~~-~-~~-~-~~~-~-~~-~~~~~=~~~=~=~~~~: ............ _::::--~--- A lllUD' DBSCJll:PTJCIN OF 'l'HZ DESIGN R!:QUlUMBN'l'S FOLLOWS· 1. 30' , (32 1 ACTUll BTI , SSV BTJl&SS ANALYSIS 2 . DESIGN WDfD I.CW> PD 2D03 nl'r!:RNATIONAL BUILDING COOE (J:llC) USING AN8I/TJA/BIA-2 3. 12D HPB 3-SBCOND GUST WIND SPUD (D.5" RADIAL ICB :t.OADJ AND 4. 1DD Mi'B BASIC wnm SPEED (l'AS'rll:ST H:tLEI (0,5" RADIAL ICR LOAD) !I • CUS'l'OHE1': CJIEVROH OllA 6. TONER SITB: GNa'UUI, CO 7. Thi• data b loaat:ed8 W:\ltn1JJ:\W\•eh\5BOS3UIC.• ,-.;&~/,(/,#£ /l'T. DIPU'l' PARAMETERS •••••••••••••••• 5'A-F€7 'f CA&(,£. ON l. 11' TOW!a llBIIOBT • 30. 0 l'ZK'l' ICX1'081JRJ: • c IMl'ORTANCB FACTOR • 1.000 RADIAL ICE • • 50 IN. PRDJ, AREA OF !111B1!111t, ROON!> • PROJ. AREA OF LADDER, FLAT • UNI~ WEIGHT or I.llDDER .. .122 SQ.ft/FT . ooo SQ .rr/rr • 002 ?UPS/FT BASIC ELBVAT:tCN • • 0 l'ZBT WDlll VELOCITY • 100.00 MPB Gh • 1,25D ESCALA'l'ICD WINDLOmS AKE CJILCOLM'ED AT bCll Sl!:CTl:Olf H:tD·BIUGll'l', WDfDLOADS AJI£ LIS'l'ICD FROM TOP '1'0 BOn'OK : l'IUlN 30 , 0 l'EET '1'0 20 • 0 Fu:T USE • 0240 ltSF l'RCK 20. 0 l'EE'l' '1'0 • D FEET OSB • 0240 KSF >>>>>> >>> llO'l'S : ALL wnm PRESSORBS BAVZ BEEN REDUCICO TO 75' or OlUG:tNAL li'JIZSSURBS <<< <<<<<< ANTENNA WIND UI'. ANT. Dlt&J) LOAD ELEVATION l'Rl!:SSORE PROJ. AJIBA OF ANT . 1nrr1 (Jt/sQ-rrl cso.rr.) (Jtil'Sl DESCRili'TIOR OF LOADS POJ. AllEA OF Al>li'ORTDOUIC:U (SQ ,J'T. /FT.) ~8 l'JICI: FLATS BCE DEAD LOAD EIT.PllOJ. 01' APPUR , AREA•M .A. (JtIPS/l'TI CSQ, l'T·!'T) FACE • N l'ACB • N ASllUMl:D '1'0RQOB (!"l·KI W.STATXCN + STUB MT+ L.R 33.0 .0240 10 .so I' 44.oo / .oo .35 .000 0 .000 0 .000 27,00 ( .65 I 6' DISH W/ RAD ----------30.0 + 2-4 SQ Fr TWO-~ ANT, 3D .O I 3 -CMHI ON 3' S.A. ------ + 4 YAGI LEG MDml'1'EO ---- 2' DISH W/ RAD -~-----•• wvc; IJIDDBR ~----------~ 2' DISH W/ MD---------- 2' DISH W/ RAD ---------- 3-TWO NAY ANT . LEG MTD , 28.0 28 .D I 25.0 20.0 I 18 .o I 15.S 15,0 I 6' DISH W/ MD ----------10. 0 I 4-2 • x4 • SOLA1l PANELS ---7, O I 2-M'l'TICllY I EQOZP BOXl!:S •.o J .0240 .0240 .02•0 .D2•0 .02•0 .0240 .D:zto .02•0 .D24D .02•0 .024D .0240 H. BO r .00 2,90 I .oo 2 .10 ' 2.10 ' 29.6D I 26.00 I 47. 60 I 1 s .oo I .8!5 ,OD 1 .00 .oo .OS .oo .0!5 .OS .45 .45 ,60 .so .624 1 / .000 0 1 .237 1 / .ODO 0 .177 1 I .DOD D .137 1 I .177 2 I .531 2 .271 2 .137 2 I .214 2 I .44!1 1 / .000 0 .000 0 .000 D .DOD 0 .445 2 I' .ooo 0 .ODO 0 .000 0 .000 0 .Doo o .DOO 0 .014 / 175.00 I .ooo .00 .011 ~ .ODO .002 .008 I .002 .002 r .oos { 1s.Do I .00 -3.30 .DO -s.oo -s.oo 35.00 ( . 002 ( 110 . 00 .001 I 47.00 .002 30 .oo I ( 4 .20 .oo 1 .80 .00 -.DB .00 -.12 -.12 .u 2.64 1.13 .72 DA'l'Z-05/Ui/07 'fJMS-08: 26: 01 LICVEL -!5R0.7N'l' JIOBN SELF-SOPl!'OR'fING 'rOWER AHALYSIS FOR ~on USA Output ia NOT to be reproduced witho1Jt Rohn'• written coment.-l'lLZ NO . 0603828 PAGE NO. 2 B't: US •••••••••• *COLUMN 1• * !ONER • * * *SECTZON * • • • NllMBD • •••••••••• QIB-1 **N QIS'r-1 ••N •••••••••• *COI.mfl 2* *1flllI> ON * '* SICTION* • 5 utnr.• • lll'IJR'f •• * lllCJH) * ........... 1.123 2 .658 WIICDLOAD ON '1'tMICR SECTIOtlS AND SIDeCAll't or WIGJl'tS ••••••••••••••••••••••••••••••••••••••••••••••••• • ••••••••• *COLUMN 3* ~ON• *CCNC:Dr.rR. *ZFl'.PROJ* *ARDS * * (KIPS) * • ••••••••• 2.573 2.9311 •••••••••• '*COLOMN 4• '* 'l'O'l'AL * *1fIJm IOR* *EA. TNR.* * SEC'l'IOtl• * (laPS) * • ••••••••• 3.696 5.395 . ......... . *COLUMN 5• * WZIGB'l' * •or HDWJ:.• *!'OR JCJU:B* * SSC'1'IOtl* * (KIPS) * • ••••••••• 2 .51 3 .02 • ••••••••••• * COLUHll 6 * *W'l'. OP EA.* *!IEC'1'IOH W/* *ICZ/BDWZ.-* *II' PRESENT* * (KIPS) * • ••••••••••• 3.19 4.19 . ......... . *COLUMN 7* • 'l'0'1'AL • * ACCUM· * • 'OLATl:D • • asc:. WTS • • * (KDS) * • ••••••••• 3 .19 7.38 ******•••• *COLUMN I* ~./SZC .* •or TONSJ\* * S'fZBL * • ONLY * * (UPS) * • ••••••••• .4!5 .ao 1'0'rAL INC:llEASm TONSJ\ WZIGB'l', IN ADDITJ:ON TO Tia: S'fANDAJID '1'0NEJl SEC'l'J:ONS • ***** SEC'l'IOH STATUS DIDICA'l'ORS ***** • ••••••••• *COLUMN 9* • M:OJM . • * WEI<;BT * *OF 'l'OllER* • S'l'DL • • (ltIPSI • • ••••••••• .15) .291 .45 1.26 .'5 Xll'S / !OP. EDMrt.B, QG-1 *•H ZNDICATOll.S ARE: (l'DIOD) ----• MDaZR M01' UEftD "'0 ••• BOIUZOMTAL 9ltM:S DIDICA'rOR 11 •••• DDGCIG.L IUIACZ INDICll'Oll I ..... Ll:w DIDIC!M'M • IAS':ZIU81tl --• HDCUR BEUSD I (EXCLllHP.TION} • NO M!MHR I.MG& DICIUWll 1 (QOU'l'IOtll --• DlalJUISC'1' DAn N -------------• NO'!' APPLICABLE c ( c ( ( ROHN S&Ll'-SU»POP.'l'lNG TOlfSJl ANALYIIS FOR Clle-n:on USA DA'l'l!-05/1'/07 'l'IH&-08 :26:01 LZWL -SRO . 7N'l' OUtput ia NOT to l)e i:eproduced without Rohn'• written conaent.-FILI: NO , 0603828 l'AGB NO. 3 aY: m ••••••••••• ............ ••••••••••• *COLDHN 10* *COL~ 11* *COUlMN 12* ••••••••••• ••••••••••• ••••••••••• • TONER * .. Dil'l'-• • Al'l'llOX. • • • * »ICE • * CENTER-* * SECTION * • ULOlf * * CENTER * • • • 'l'OP • • or LEGS • * !UGl!R • • (ft.) • • (l"l'.I • ••••••••••• • •••••••••• • •••••••••• QIB-1 **N 10 .0 4 .58 &NST-1 **" 30 .0 4.58 SmJlS, OVERTURNING MCMalTS AND LEG DATA •••••••••••••••••••••••••••••••••••••••• • •••••••••• .. .......... ............. *COLllMN 13* *COLllMN 14 • *COLmat 15* • •••••••••• ••••••••••• ............ • TOTAL • • TOi'AL • • HAXIMllN • • ACCUM. • • OVD-• * 'rl:KBION * * lllEAA ON* • '1'l1JINING • * l'CR ONZ * • '1'0lll:ll • * M:IMEllTS * • LEG • * (KUS) * *(ft-KIPS)* * (JtIPSI * ••••••••••• ............. ••••••••••• 3.70 29.19 6.38 9.29 156.89 37.n • •••••••••• *COLllMN 1'* • •••••••••• • MAXIMl1H • • COMl'. • * l'Oll CNZ * • Lll:G • * (KIH) • ••••••••••• 8.59[ 42 . 71[ <<<<< N0'1'll >»>> TB& AL?.OlfULI! CAl'ACI'l'U:S ON 'l'BI.! ANALYSIS INcr.UDr: A 33.3 R1ICSN'1' INCREUE. <«<< NOTE >»>> [ I SBCMS LOM>/CAl'ACI'l'Y RA'l'IO. ll&ACTIONS FOR rtl!JNDUION DUIGM ............................... • •••••••••• *COLONM 17* .. .......... • M1'XIHCN * *ALLOl!lUILZ* • Ll!G • *CAPACITY * • (JaH) • • •••••••••• .15] 56 .91 .75) 56.111 • •••••••••• *COLmof 18* . ............ . • 'l'CMJIR • • LZG • •DINENSION* • • *(INCSES) * • •••••••••• '11'112 • SSTD l'IRZ. SB'l'D / / CQOR.UIIOK/LIEG 42 . 18 !UH 'l'ZNSIOK/LEG j'f .0~~ KIPS SHEM/Lii~ ~. 17 6-:-H !UH 'l'O'l'AL llllEAJl f, S'S .9-211 JUllS OVERTURNING HCMZN'l' l6f, 41 cu-u rr-JUPll AHCllOR BOLTS llEQUIJll!D / 2. • ~1a IT ti )f I{ l 11 l (/. r~t1NtJtf:r10 N if F 6 "'A-r ' DAft-05/16/07 TIMB-08:26:01 t.BVEL -5R0.'1NT llOBH SELF-811Pl'ORTXNG TOWZR ANALYSIS l'OJI. Chevron OSA OUt:put i• HOT to be reproducad without Rohn'• writt:an can••nt.-FILE NO. 0603828 PAGE NO. 4 BY: DH ( ••••••••••• . ............ *•*••••···· •t:OLOMN 19* *COLOMH 20* •C:OLOHN 21* ••••••••••• . ........... • •••••••••• • TONER * • BORU. * • BORJZ. * • • * CCIG'. OF* "' CCIG'. • * SECTION * • SHEAR IN* • OF LEG * • • "' ONE F.llCZ* * LOAD • • NUMBER"' • CKIPS) • • (Kil'S) • ••••••••••• • •••••••••• • •••••••••• &Nll-1 ••N ,.120 .000 6NST-1 **H 9.132 .000 BRACING LOADS, SIZES AND BOLTS •••••••••••••••••••••••••••••• ••••••••••• ............... . ............... *COLIJKM 22* *C:OLtlHN 23* *C:OLOMM 24* ••••••••••• • •••••••••• • •••••••••• •JIEHJUNlNG• *MAX .AXIAL* *A:laAL LI>.* "'SUAR TO* *LOAD VOR • * COLUMN "' • B£ '1'.AKEN* * 'fCNZR • *CAPACITY * •BY BRACES• * BRACING * *01' 1111Aa5* • (KIPS) • * !KIPS) • • CKil'S) • . ........... • •••••••••• • •••••••••• 4.120 2.746 [ .40) 10.!198 / 9.132 &.OB& [ .90) 10.598 / • ••••••••••• •COLUMN 25 * . ............ •ANm.1:/HU* •/SOLID RD.* •BAR/ BRACB* * DDCINSION* • (INc:BES) • •••••••••••• L1.75X3/16 L1,75X3/1& <<«< HmE »»> '1'llE ALIDlfABLZ CAPM:I'l'IES ON '?BIS ANALYSIS INCLtJDl!i A 33. 3 PE1'CDIT INCllEASE. <«<< NO'lB »>>> [ J SHOWS HAX.LOAD/CAPM:I'l'T RATIO. ••••••••••• • •••••••••• *COLDHN 26* *COL~ 27* • •••••••••• • •••••••••• • * *NO.& SIZE* * BlW:B • * 01' BRACE* * c:otlNECT • * • BOLTS * • CAPM:I'rY• "'REQUIRED * • CIO:H) • *PER COHN. * • •••••••••• . ........... <M> 6.80 1-5/8 IN. DIA. .250 Df. CLIP <M> &.BO 1-5/8 IH. DIA. .250 IN, CL:Z:P / IJ' '1'llll UMBOL--(*)--APPEARS Al"1'ER TBE BOLT 9IZZ, IT INDICATES TllA'l' 'l'BREAl)S MUST Bl. EXCLtJDED nOM SUAR PL»IU. IJ' TD snGIOL--(B) --APPURS Al"1'ER THE LOADS 1'BOV!!, IT IHDICA'l'ES THAT '1'llE LOADS AR1!1 J'Oll. TSE HUN HORIZONTAL. :ti' TD snGIOL--*--Al'PURS .llrn:R TSE CLJ:P SIU, I'l' INDICATES 'l'BAT THE BORIZOHTAL Bua: CCNTROLLl:D TllE CI.IP AND BOL'l SIZE • IF '1'llE SYMBOL--(+)--APPDNI AJ'Tl!IR TBE DIAGONAL CAPACITY(COL. 24), I'l' IllDICA'l'ES TBJ: BoaIZOH'l'AL BRACE CAPACI'rY CONTROLS 'l'BI: DIAGCllQL DACE CAPACITY. Tllll r.rrrl!iR APPEARING !ll!IFOD '1'D CCHNECTION CAPACITY IN COLOMR 26 INDICATES '1'llE CONTROLLING FACTOR, <B> •BRACE BOLT CON'l'llOLB CONNl!CTIOH CAPACI'l'Y; <c:> • BllACZ CI.IP CONTROLS; <M> •BRACE CONTJIOLS. ,.. / c (_ c c ( DM'E-05/16/07 TDllt-08:26:01 LEllEt. -5R0.7m' ROHN SELJ'-!IUl'l'OSl'l'INQ 'IOWEll ANALYSIS l'Ofl ~on USA output ia HOT to be reproduced without Rohn'• written consent.-FILE NO. 0603828 *****'*****• *COLOHN 28• ••••••••••• * '1'0lfO * • • " SECTION * .. * • NtlHBl:P. • ••••••••••• 6lnl-1 **N &NST-1 **N TlfIST AND tl!:n.EC'l'IOH l:IATA ••••••••••••••••••••••••• ••••••••••• . ........... • •••••••••• *COL!HI 29* *COLllHtf 30• •COLCMN 31 * • •••••••••• . ........... . ........... * !l.'lnST ... * TO'l'AL .. * tl!:l'LltC-* * FOP. EACll* .. ACctJM-• *TJOlf l'OP. * * TOlfEP. * ·~ • •EA, 'rOWER• * SICC'l'lOlf * * TWIST * * SECTION * • (l:IJ:GP.EUJ * •cmGP.asJ• *(t1!:~8)* . ........... . ............ . ........... .065 .257 .016 ,192 .192 .206 . ............ *COLIJHN 32* • •••••••••• * 'rOrAL .. • ACCUM-.. * ULAn:t> * * DJ:n. • * *(D!:c;JlEES)* • •••••••••• ,222 / .206 / PAGE NO. 5 BY: DB c ( (_ Chevron -Tom Creek Integrated Vegetation and Noxious Weed Management Plan Garfield County, Colorado Looking north along Tom Creek drainage Prepared for: Chevron North America Exploration and Production Company Prepared by: Westwater Engineering 2516 Foresight Circle #1 Grand Junction, CO 81505 April 2008 1.0 INTRODUCTION 1.1 Project Description Chevron North America Exploration and Production Company (Chevron) is planning a series of projects in the Clear Creek I Tom Creek drainages in Garfield County, approximately 17 miles northwest of Parachute, Colorado. These projects include existing and proposed well pads, a central production facility site, fresh water and produced water ponds, and pipeline alignments. The project area referred to in this report is approximately 400 acres in size (Figure 1 ). 2.0 LANDSCAPE SETTING 2.1 Terrain and Vegetation Communities The terrain ranges from very steep mountain side-slopes to gently sloping valley bottoms {Appendix C. Photos 2 and 3). Elevations in the project area range from 6,850 feet in the Tom Creek drainage to 5,950 feet in the Clear Creek bottom land. The predominant vegetation community in the northern Tom Creek drainage bottom is mountain boxelder (Acer negimdo), scattered Douglas-fir (Pseudotsuga menziesii), redosier dogwood (Cornus sericea), mountain big sagebrush (Artemisia tridentata Nutt. ssp. vaseyana), and oakbrush (Quercus gambelii). The mountain side-slope vegetation includes mountain big sage, c Wyoming big sagebrush (Artemisia tridentata Nutt. ssp. wyomingensis), Utah serviceberry . (Amelanchier utahensis), oakbrush, and Indian ricegrass (Achnatherum hymenoides). The ( mountain side-slopes also contain barren areas of steep shale talus, which supports small populations of sun-loving meadowrue (Thalictnm1 heliophilum). Vegetation in the Potts Creek drainage and the Tom Creek drainage south of the Potts Creek confluence are similar. Mountain boxelder and narrowleaf cottonwood (Populus angustifolia) are common trees. Shrubs are dominated by basin big sagebrush (Artemisia tridentata Nutt. ssp. tridentata) and Wyoming big sagebrush, although some mountain big sagebrush is also found. Vegetation on the steep side-slopes is mountain big sagebrush, oakbrush, Utah serviceberry, and often thick Indian ricegrass. The mountain side-slopes also contain barren areas of steep shale talus, which support small populations of sun-loving meadowrue and Roan Cliffs blazingstar (Mentzelia rhizomata). Along Clear Creek the dominant trees are boxelder, New Mexico locust (Robinia neomexicana) and narrow leaf cottonwood. Basin big sagebrush is the predominant shrub along with various (often weedy) forbs and grasses. The vegetation on the east-facing side-slope of Clear Creek drainage consists of very thick Utah service berry, scattered oakbrush, and abundant creeping barberry (Mahonia repens). Vegetation on the drier west-facing slope includes Utah juniper (Jimipen1s osteosperma), shadscale saltbush (A triplex confertifolia), Osterhout's penstemon (Pe11stemo11 osterhoutii), rubber rabbitbrush (Ericameria nauseosa), basin big sagebrush and Indian ricegrass. 2.2 Soil Types The Chevron Clear Creek I Tom Creek Weed Survey project area includes just three main types of soil. The northerly portion of the project area includes part of the Tom Creek drainage and the WestWatcr Engineering Page 1of14 4 /21 /2008 ( ( c ( • W...JP11chn lnfas1ed Al9as CJ TARA c:J VETH CYOF CJ VETH. CYOF BRTE CJ VETH. CYOF CAM.I = w...i survey Area CJBLM Chevron CIHr Creek Tom Creek IVNWMP Westwater Engineering Mareh2008 -0 I O.l u lower end of the Potts Creek drainage in Sections 24 and 25, T.5 S., R.98 W. This portion of the survey area lies entirely on Grobutte very channery loam, 30-60% slopes. The Grobutte soil formed on mountain sides and hills from mixed colluvium parent material. Characteristic native vegetation is Wyoming big sagebrush, bluebunch wheatgrass (Pseudoroegneria spicata), needle and thread grass (Hesperostipa comata), and Indian ricegrass. South of Section 25, the Tom Creek drainage broadens and the terrain becomes less steep along the creek. The soil here consists of Happle very channery sandy loam, 12-25% slopes. The Happle soil fanned on toeslopes and alluvial fans from Green River fonnation alluvium or colluvium. Characteristic native vegetation on the Happle soil is Wyoming big sagebrush, bluebunch wheatgrass, needle and thread grass, and Indian ricegrass. The steeper areas on either side of Tom Creek are on Grobutte soil as described above. The southern portion of the project area includes short stretches of Clear Creek drainage both above and below the confluence with Tom Creek. The very steep areas lie on Grobutte soil. Gentler slopes near Clear Creek consist of the Happ le soil. The almost level flood plain of Clear Creek lies on Cumulic Haploboroll, 1-3% slopes. The Cumulic Haploboroll fanned from Wasatch shale or Green River shale alluvium and has a thickened surface horizon from material added during seasonal flooding. Vegetation observed on the Cumulic Haploboroll soil is primarily mountain boxelder and introduced and naturalized New Mexico locust. The New Mexico locust has crowded out most native shrubs one would expect such as skunkbush sumac (Rhus trilobata) and willows (Salix spp.), see Appendix C, Photo 4 . 3.0 NOXIOUS WEEDS Noxious weeds are plants that are not native to an area. Most have come from Europe or Asia, either accidentally or as ornamentals that have escaped. Once established in a new environment they tend to spread quickly since insects, diseases and animals that normally control them are absent. Noxious weeds are spread by man, animals, water, and wind. Prime locations for the establishment of noxious weeds include roadsides, sites cleared for construction, areas that are overused by animals or humans, wetlands, and riparian corridors. Subsequent to soil disturbances, vegetation communities can be susceptible to infestations of invasive or exotic weed species. Vegetation removal and soil disturbance during construction can create optimal conditions for the establishment of invasive, non-native species. Construction equipment traveling from weed-infested areas into weed-free areas could disperse noxious or invasive weed seeds and propagates, resulting in the establishment of these weeds in previously weed-free areas (Photo 1). The Colorado Noxious Weed Act (State of Colorado 2005) requires local governing bodies to develop noxious weed management plans. Both the State of Colorado and Garfield County (Garfield County Vegetation Management and Garfield County Weed Advisory Board 2002)maintain a list of plants that are considered to be noxious weeds. The State of Colorado noxious weed list includes three categories. List A species must be eradicated whenever detected (none were found). List B species include weeds whose spread should be halted (4 species found). List C species are widespread, but the State will assist local jurisdictions which choose to manage those weeds (2 species found). WestWater Engineering Page 3of14 4121 12008 c c (_ c c c Photo 1. Potential weed vector -accumulated soil on equipment The Garfield County Weed Advisory Board has compiled a list of 21 plants from the State list considered to be noxious weeds within the county (see Appendix A). Three of those weed species were found in, or near, the project area. The Garfield County Weed Advisory Board has duties to: 1) develop a noxious weed list; 2) develop a weed management plan for designated noxious weeds; and 3) recommend to the Board of County Commissioners (BOCC) that identified landowners submit an integrated weed management plan for their properties. 3.1 Survey Methods Mapped soil types, as published by the Natural Resources Conservation Service (NRCS), U .S. Department of Agriculture (USDA), were reviewed to determine the soil types and vegetation characteristics of the plant site and surrounding property (NRCS 2008). A field inspection of the project area was conducted by WestWater Engineering (WWE) biologists on April 1, 3, 11, and 15, 2008. WWE biologists surveyed the area to identify vegetation communities and to search for, identify, and map noxious weed species. Vegetation types were determined through field identification of plants, aerial photography, and on-the-ground assessments of plant abundance visible during the survey. Identification of plant species was aided by using pertinent published field guides (Whitson et al. 2001, CWMA 2007, Kershaw et al. 1998, Weber 2001 ). Photographs were taken of the general proj ect location, vegetation, terrain, and other specific biological findings and can be found in Appendix C. Locations of weeds and other features included in this report were recorded with the aid of a handheld global positioning system instrument (GPS) using NAD83/WGS84 map datum, with all coordinate locations based on the Universal Transverse Mercator (UTM) coordinate system in Zone 12$. WestWatcr Engineering Page 4of14 412 1/2008 3.2 Observations The most prevalent listed weeds were common mullein. musk thistle, houndstongue. and downy brome. A problematic (but not listed) weed found in the project area was purple mustard (Chorispora tenella). It was found primarily in disturbed areas and abandoned fields. See Table 1 for the general location oflisted weeds. Specific UTM coordinates of weeds can be found in Appendix B. Table 1. Observed Noxious Weed Locations in the Project Area c CommonN~e* I I Scientific: Name Gener!l l.oc!tion !Dd Commen~ USDA Symbol ~ --=""· "IL_"ll.._ .. _,.___ -~ Bull Thistle 11 Cirsium vulgare Very thinly scattered in the Tom Creek drainage bottom. CIVU Common Mullein"" Very common from dry hillsides to valley bottoms. Scattered thinly on dry Verbascum thapsus mountainsides and occasionally found in thick infestations, especially VETH along riparian areas. See Appendix C, Photo 5. Downy BromeL Also known as cheatgrass. Can be found throughout much of the project Bromus tectontm area. Scattered very thinly on steeper mountain side-slopes. Some BRTE bottomland in Clear Creek and near the mouth of Tom Creek has denser infestations. Houndstongue8 Thinly scattered on dry hillsides but can be found in consistently higher Cynog/ossum officina/e concentrations in drainage bottoms. See Appendix C, Photo 6. CYOF Musk Thistle" Scattered among common mullein in lower Tom Creek and in Clear Creek Carduus nutans CANU drainages. A few isolated small clusters were found in drier sites. Tamarisk8 Tamarix sp. Also called Salt Cedar. Common along Clear Creek. TARA • Government weed listing: Bold -Garfield County, Colorado. Superscript •Colorado State B or C list . 3.3 Treatment and Control of Noxious Weed Infestations Invasive and noxious weeds commonly occur along ditches, creek corridors and adjacent drainages, especially along riparian areas, pipeline routes, disturbed areas such as well pads, and roadsides, and abandoned fields. Areas near Clear Creek and Tom Creek were frequently noted to have infestations of common mullein and houndstongue. ( ( Three weed species from the Garfield County list were found in the project area and are indicated by bold type in Table 2. Included in Table 2 are weed life cycle type, state listing category, and recommended control methods for each weed species. Those in regular type were also observed during the survey and are listed by the State of Colorado as noted (CWMA 2007). The locations of these weeds were plotted on the project map (Figure I). Except for a dense infestation on the east side of Clear Creek, south of the confluence of Tom Creek, downy brome was not plotted as it is very widespread throughout the area. ( WestWater Engineering Page 5of14 4/21 /2008 ( ( ( Table 2. Weed Control Methods ! Common Name* . --·- I Scientific Name Type** Control Methods -USDA Symbol Bull Thistle" Tilling or, because of the small number of plants, hand Cirsium vu/gare BIA grubbing in the rosette stage. Mow at bolting or early CIVU flowering; Cut and bag mature seed heads. Herbicides in rosette stage. Common Mullein'-Cut and dig rosettes and bolting plants prior to seed set; re-seed Verbascum thapsus B with aggressive grasses. Herbicides may be necessary on dense VETH infestations. Downy Brome'-Eliminate seed source; re -vegetate with native grasses; Bromus tectorum A herbicide treatment in early spring and fall. A void overgrazing. BRTE Houndstonguc8 Re-seed with aggressive grasses, remove at flowering or early Cynog/ossum ofjicinale B seed; dig or grub at pre-bud or rosette stage or apply herbicides CYOF prior to bud stage. Musk Thistlcli Tillage or hand grubbing in the rosette stage, mowing at bolting Carduus n11tans B or early flowering; seed head & rosette weevils, leaffeeding CANU beetles, herbicides in rosette stage. Tamarisk8 Repeated flooding prevents seedling establishment. Herbicide Tamarixsp. treatment on basal portion of young plants; cut larger plants and TARA p treat with herbicide plus adjuvant within 30 minutes. Plant area with native species to shade out tamarisk . Biological with Diorhabda e/ongata desertico/a, the tamarisk leaf beetle, if available (Tamarisk Coalition 2007}. • Government weed listing: Bold -Garfield County, Colorado. Superscript -Colorado State B or C list. ••Type: A-annual, B-Biennial, PTPerennial 3.4 Recommended Treatment Strategies It is important to know whether the target is annual, biennial, or perennial to select strategies that effectively control and eliminate the target. Treatment strategies are different depending on plant type, which are summarized in Tables 3 and 4. Herbicides should not always be the first treatment of choice when other methods can be effectively employed. Table 3. Treatment Strategies for Annual and Biennial Noxious Weeds Target: Prevent Seed Production l. Hand grub (pull), hoc, till, cultivate in rosette stage and before flowering or seed maturity. If seeds develop, cut and bag seed heads . 2. Cut roots with a spade just below soil level. 3. Treat with herbicide in rosette or bolting stage, before flowering. 4. Mow biennials after bolting stage, before seed set. Mowing annuals will not prevent flowering but can reduce total seed production. (Sirota 2004) WcstWatcr Engineering Page 6of14 4/2 112008 Table 4. Treatment Strategies for Perennials Target: Deplete nutrient reserves in root system, prevent seed productio11 1. Allow plants to expend as much energy from root system as possible, do not treat when first emerging in spring, but allow growth to bud/bloom stage . If seeds develop, cut and bag if possible. 2. Herbicide treatment at bud to bloom stage or in the fall (recommended, after August 15 when natural precipitation is present). In the fall, plants draw nutrients into the roots for winter storage. Herbicides will be drawn down to the roots more efficiently at this time due to trans location of nutrients to roots rather than leaves. If the weed patch has been present for a long period of time, another season of seed production is not as important as getting the herbicide into the root system . Spraying in fall (after middle August) will kill the following year's shoots , which are being fanned on the roots at this time . 3. Mowing usually is not recommended because the plants will flower anyway; seed production should be reduced. Many studies have shown that mowing perennials and spraying the re-growth is not as effective as spraying without mowing. Effect of mowing is species dependent; therefore, it is imperative to know the species and its basic biology. Timing of application must be done when biologically appropriate, which is not necessarily convenient. 4. Tillage may or may not be effective. Most perennial roots can sprout from pieces only W ' -l" long . Clean machinery thoroughly before leaving the weed patch. 5. Hand pulling is generally not recommended for perennial species unless you know the plants are seedlings and not established plants. Hand pulling can be effective on small patches but is very labor intensive because it must be done repeatedly. (Sirota 2004) Herbicide treatment with two or more herbicide modes of action in fall (after approximately August 15 when natural precipitation is present) is the best method to control difficult species. Some weeds, particularly annuals and biennials, can develop resistance to herbicides. The ability to quickly develop immunity to herbicides, especially they are used incorrectly, makes it imperative to use the proper chemicals at the correct time in the specified concentration. Most misuse seems centered around excessive use either in frequency or concentration. This results in mostly top kill and an immune phenotype. 3.5 Life Cycle and Management Calendars Best results in the control of tamarisk, houndstongue, bull and milk thistles can be achieved by following the recommended timetable presented in Table 5. Table 5. Noxious Weed Biology Species Type ' iJo.n Feb Man:h Apri l f May J une IJuly !Aug Sept [Oct Nov Dec Houndstongue B 1rosettes ~-~ ---lsCnnino.tion r:-1 7---7 7 Thi tistle, Bull -B ' --1 f gennino.l ion s year 1 I 1 7 7 7 7 7 7 Thistle, Bull -r8 7 -4 i:;- 2nd year · 17 - I J 'bot . fl , f seed ~ ~ I , _ting owenng set 1., -, roselte s - jThistle, Musk i;-1 -,, ,-Isl year 1° ·-,c-nn-,n-a-ti-on-~ ~ -=~F4 r ---j7 -, !Thistle, Musk [e -2 year I -, I ~-- ro settes 17 7 ".'_ .16.;g jnowering ~:,ed r~ r ITamo.risk .-P ~-- ,donnancy growth r-. . flowenng, Sem1 ·donnancy seed set c ( I: A "' annual ; B • bienn ial ; P • perenni~ Shaded areas Indicate best control timing. I ( •To.mo.risk control can be done any time of the yeo.r.-b-u-t -is_e_as_i-er_w_h-en-le-a-ves rubs~nd wcalhcr is cooler. (Sirolll 2004) WestWater Engineering Page 7of14 4/21 /2008 c ( ( Figure 2 is an alternative schedule for life cycle and control of biennial thistles such as bull thistle and musk thistle. It is also appropriate to control common mullein. One column that should be added is cutting of rosettes, which can be done any time during growing. Figure 2. Life Cycle and Management strategies for biennial thistles ( Halttler 2006) Htrblddt Appllcalfon Year1 3.6 Commercial Applicator Recommendations Hft. A,,a. Mowtna Ytar2 A certified commercial applicator is a good choice for herbicide control efforts. Regulations may require a Colorado licensed applicator. An applicator has the full range of knowledge, skills, equipment and experience desired when dealing with tough noxious weeds. Reclamation farming services using multiple seed bin range drills and specialized related equipment is available and should be used for reclamation seeding projects. Common chemical and trade names may be used in this report. The use of trade names is for clarity by the reader. Inclusion of a trade name does not imply endorsement of that particular brand of herbicide and exclusion does not imply non-approval. Certified commercial applicators will decide which herbicide to use and at what concentration according to label directions. Landowners using unrestricted products must obey all label warnings, cautions, and application concentrations. The author of this report is not responsible for inappropriate herbicide use by readers. 3.7 Best Management Practices-Noxious Weeds The following practices should be adopted for any construction project to reduce the costs of noxious weed control. The practices include: WestWater Engineering Page 8of14 4/21 /2008 • top soil, where present, should be segregated from deeper soils and replaced as top soil on the final grade, a process known as live topsoil handling; • wetland vegetation, if encountered, should be live handled like sod, temporarily watered if necessary, and placed over excavated sub -soil relative to the position from which the wetland sod was removed; • cut-off collars should be placed on all wetland and stream crossings to prevent back washing or draining of important aquatic resources; • in all cases, temporary disturbance should be kept to an absolute minimum; • equipment and materials handling should be done on established sites such as the northern point of origin to reduce area and extent of soil compaction; • disturbances should be immediately re -seeded with the recommended mix in the re- vegetation section; • topsoil stockpiles should be seeded with non-invasive sterile hybrid grasses, if stored longer than one growing season; • prior to delivery to the site, equipment should be cleaned of soils remaining from previous construction sites which may be contaminated with noxious weeds; and • if working in sites with weed-seed contaminated soil, equipment should be cleaned of potentially seed-bearing soils and vegetative debris prior to moving to uncontaminated terrain. In areas with slope greater than 3%, imprinting of the seed bed is recommended. Imprinting can be in the form of dozer tracks or furrows perpendicular to the direction of slope. When utilizing hydro-seeding followed by mulching, imprinting should be done prior to seeding unless the mulch is to be crimped into the soil surface. If broadcast seeding and harrowing, imprinting should be done as part of the harrowing. Furrowing can be done by several methods, the most simple of which is to drill seed perpendicular to the direction of slope in a prepared bed. Other simple imprinting methods include deep hand raking and harrowing, always perpendicular to the direction of slope. Herbicides: Difficult species respond better to an application of a combination of two or more chemical modes of action {biological reason for plant death) rather than one (Boerboom 1999). It has also been found that use of two different groups of chemicals in the same mode of action can increase effectiveness on difficult species, e .g ., phenoxys and benzoic acids or carboxylic acids and benzoic acids in a mix. Some come commercially pre-mixed, e .g., Crossbow and Super Weed-be-Gone Max, which are available over the counter. However, some of the most effective herbicides are restricted use and available only for licensed applicators. Professionals or landowners using herbicides must use the concentration specified on the label of the container in hand. Herbicides generally do not work better at higher concentrations. Most herbicide failures observed by WWE are related to incomplete control caused by high concentrations killing top growth before the active ingredient can be transported to the roots through the nutrient translocation process. Most herbicide applications should use a surfactant if directed on the herbicide label or other adjuvants as called for on the herbicide label. WestWater Engineering Page 9of14 4/2 1/2008 c c ( ( c c Grazing: Grazing should be deferred, in reclaimed areas, until the desired grass species are established. Mechanical: Bull thistle was found in low density and is an example where control could be accomplished mechanically. Effectiveness can be increased by severing the root just below the crown of noxious weeds instead of at greater depths. Alternative Methods: An alternative method, particularly for downy bromc infestations and poor or destroyed topsoil, is the application of vesicular-arbuscular mycorrhizal fungi typically referred to as AMF. These fungi, mostly of the genus Glomus are symbiotic with about 80% of all vegetation. Endo-mycorrhizal fungi are associated mostly with grasses and forbs and could be helpful when reclaiming this project. In symbiosis, the fungi increase water and nutrient transfer capacity of the host root system by as much as several orders of magnitude (Barrow and McCaslin 1995). Over-the-counter commercial products, which are better adapted to coating seeds when re- seeding and treating roots oflive seedling trees and shrubs at time of planting, come in powder form and are available from many different sources. Some also come in granular form to be spread with seed from a broadcast spreader. The best AMF products should contain more than one species. All Colorado State Forest Salida District tree and shrub plantings include the application of AMF. According to District Forester Crystal Tischler, "AMF is worth it" (Tischler 2006). Most, if not all, Colorado Department of Transportation re-vegetation/re-seeding projects now require use of AMF and BioSol, a certified by-product of the penicillin manufacturing process composed primarily of mycelium. Compacted soils respond well to fossilized humic substances and by- products called humates. These humates, including humic and fulvic acids and humin were formed from pre-historic plant and animal deposits and work especially well on compacted soils when applied as directed. Biological control of widespread infestations, in the project area, using natural insect agents are available for tamarisk (see Table 2) and musk thistle. This later weed may be controlled by the musk and plumeless thistle rosette weevil, Trichosirocalus horridus, and the thistle defoliating beetle, Cassida n1biginosa, which feeds on the foliage of Canada, musk, and plumeless thistles (Sullivan 2004). 4.0 REVEGETATION -RECLAMATION 4.1 Project Area The project area includes a variety of terrain including steep mountain side-slopes, rolling hillsides, and gently sloping bottomland. Successful reclamation of the project area is dependent upon soil type and texture, aspect, slope, proper weed control and re-vegetation with suitable plant species. Based on the soil types, terrain, and the presence of noxious weeds in the project area, successful reclamation is most likely if a seed mix of grasses is used (Tables 6 and 7). This will allow control of noxious weeds while establishing vegetation in the disturbed areas. Two seed mixes WestWatcr Engineering Page lO of 14 4/21 /2008 Table 6. Seed Mix for Pinyon-Juniper Woodland and/or Mountain/Wyoming Big Sagebrush Shrubland. Project area mountain toeslopes, alluvial fans, and drainage bottoms Common Name Scientific Names I Variety Season Plant the Following (10% Total) Indian Riccgrass Achnathen1m [Oryzopsis] hymenoides Nezpar, Paloma, Cool Rimrock and Both of the Following (15% Each, 30% Total) Galleta Pleuraphis [Hilaria] jamesii Viva florets Wann Bluebunch Wheatgrass Pseudoroegneria spicata, Agropyron spicatum Secar, P-7, Cool Ana tone and One of the Following (20•/. Total) Thickspikc Wheatgrass Elymus lanceolat11s ssp. lanceolatus, Agropyron Critana, Cool dasvstachvum Schwendimar Slender Wheatgrass Elymus trachycaulus, Agropyron trachycaulum San Luis Cool and Two of the Following (40% Total) Muttongrass Poa fendleriana Cool Sandberg Bluegrass Poa sandbergii, Poa s ecunda Cool Bottlcbrush Squirreltail Elymus elymoides , Sitanion hystrfr Cool *Baud on 60 pure lfre seeds (PLS) per square foot, drill-seeded. Double this rate (120 PLS per square foot) If broadcast or hydroseeded WestWater Engineering r-- Page 11 of 14 ,........ Form Bunch Bunch Bunch Sod-fonning Bunch Bunch Bunch Bunch ' PLS lbs/acre* 1.9 2.5 2.8 3.4 3 .3 0.6 0.6 2.7 4/2 112008 ,,..... Table 7. Seed Mix for Mountain Shrubland, including Oakbrush (Project area mountain side-slopes) Common Name I! Scientific Names Variety Season Form PLS lbs/acre* ,_ Plant Both of the Following (20% Each, 40% Total) Thickspikc Whcatgrass Elymus /anceolatus ssp. lanceolatus, Agropyron Critana, Cool Sod-fanning 3.4 dasvstachvum Schwendimar Bluebunch Wheatgrass Pseudoroegneria spicata, Agropyron spicatum Secar, P-7, Cool Bunch 3.7 Ana tone and One of the Following (20% Total) Bottlcbrush Squirrcltail Elymus elymoides, Sitanion hystrll: Cool Bunch 2 .7 Slender Wheatgrass Elymus trachycaulus, Agropyron trachycaulum San Luis Cool Bunch 3.3 and One of the Following (209/o Total) Canby Bluegrass Poa canbyi, P. secunda Can bar Cool Bunch 0.6 Mutton Bluegrass Poa f endleriana Cool Bunch 0.6 and One of the Following (10% Total) Letterman Ncedlcgrass Achnathemm {Stlpa] lettermanii Cool Bunch 1.7 Columbia Ncedlcgrass Achnatherum [Stipa] nelsonii, Stipa columbiana Cool Bunch 1.7 and One of the Following (10% Total) Indian Riccgrass Achnathemm {Oryzopsis] hymenoides Nezpar, Paloma, Cool Bunch 1.9 Rimrock Juncgrass Koe/eria macrantha, K. crislata Cool Bunch 0.1 •eased on 60 pure live seeds (PLS) per square foot, drill-seeded. Double this rate ( 120 PLS per square foot) if broadcast or hydrosccdcd. WcstWatcr Engineering Page 12of14 4/21 /2008 are presented based on soil type and available moisture; one for the gentler, often drier, lower slopes and one for the higher altitude steeper sites. Note: Re-vegetation on very steep or west facing mountain side-slopes may be difficult due to thin soil and harsh climatic conditions. Surface disturbance should be minimized in those areas. For best results and success, the recommended grass mixture reseeding should be done in late autumn. The reseeding rate should be doubled for broadcast application (CNHP 1998). Preferred seeding method is multiple seed bin rangeland drill with no soil preparation other than simple grading to slope and imprinting and waterbars, where applicable. Alternative seeding methods include, but are not limited to: • harrow with just enough soil moisture to create a rough surface, broadcast seed and re- harrow, preferably at a 90 degree angle to the first harrow; • hydro-seeding (most economical in terms of seed cost); and • hand raking and broadcast followed by re-raking at a 90 degree angle to the first raking. • These are not the only means of replanting the site. However, these methods have been observed to be effective in similar landscapes. After desired grasses are established and control of target weed species is successful, then shrubs, forbs and trees can be planted without concern for herbicide damage. Few native forb ( seeds are available commercially as cultivars. Most are collected from natural populations. ( Native shrubs and forbs often do not establish well from seed, particularly when mixed with grasses. Past experience has shown that stabilizing the soil with grasses, accomplishing weed control, and then coming back to plant live, containerized woody species in copses has been the most cost effective method for establishing the woody species component of the plant community. For sites where soil disturbance will be temporary, grasses should be drilled after construction activities cease and the equipment removed from the site. After two years of controlling weeds (with herbicides) and allowing the grasses to become established, forbs and woody species should be inter-seeded or hand-planted to increase the diversity and value of the reclamation plantings. 5.0 REFERENCES Barrow, J . R., and Bobby D . McCaslin. 1995. Role of microbes in resource management in arid ecosystems. In : Barrow, J. R., E. D. McArthur, R . E. Sosebee, and Tausch, R. J., comps. 1996. Proceedings: shrubland ecosystem dynamics in a changing environment. General Technical Report, INT-GTR-338, Ogden, Utah: U.S. Department of Agriculture, U.S. Forest Service, Intermountain Resource Station, 275 pp . Boerboom, C. 1999. Herbicide mode of action reference. Weed Science, University of Wisconsin, 5 pp. WestWater Engineering Page 13of14 4/21 /2008 ( c c ( CNHP. 1998. Native Plant Re-vegetation Guide for Colorado. Colorado Natural Heritage Program. Caring for the Land Series. Vol. III. State of Colorado, Division of Parks and Outdoor Recreation. Department of Natural Resources. Denver. 258 pp. CWMA. 2007. S. Anthony, T. D'Amato, A. Doran, S. Elzinga. J. Powell, I. Schonle, K. Uhing. Noxious Weeds of Colorado. Ninth Edition. Colorado Weed Management Association, Centennial. Garfield County Vegetation Management and Garfield County Weed Advisory Board. 2002. Garfield County Noxious Weed Management Plan. Resolution #2002-94, October 21. Hartzler, B. 2006. Biennial thistles of Iowa. ISU Extension Agronomy. www.weeds.iastate.edu/mgmt/2006/iowathistles.shtml Kershaw, L.. A. MacKinnon, and J. Pojar. 1998. Plants of the Rocky Mountains. Lone Pine Publishing. Auburn, Washington. NRCS. 2008. Web Soil Survey, U.S. Department of Agriculture, Natural Resource Conservation Service. URL: http://websoilsurvey.nrcs.usda.gov. Sirota, J. 2004. Best management practices for noxious weeds of Mesa County. Colorado State University Cooperative Extension Tri River Area, Grand Junction, Colorado. URL: http://www.coopext.colostate.edu/TRA/Weeds/weedmgmt.html State of Colorado. 2005. Rules pertaining to the administration and enforcement of the Colorado Noxious Weed Act. 35-5-1-119, C.R.S. 2003. Department of Agriculture, Plant Industry Division, Denver, 78 pp. Sullivan, P.G. 2004. Thistle control alternatives. Appropriate Technology Transfer for Rural Areas, National Sustainable Agriculture Information Service, Fayetteville, Arkansas. 9 pp. Tamarisk Coalition. 2007. Grand Junction. CO. URL: http://www.tamariskcoalition.org/tamariskcoalition/index.php Tischler, C. 2006. District Forester. Colorado State Forest Service, Salida, Colorado. Personal communication with Bill Clark, WestWater Engineering. Grand Junction, Colorado. Weber, W. A. and R. C. Wittmann. 2001. Colorado Flora: Western Slope. Third Edition. University Press of Colorado, Boulder Colorado. Whitson, T. D. (editor), L. C. Burrill. S. A. Dewey. D. W . Cudney. B. E. Nelson. R. D. Lee, and R. Parker. 2001. Weeds of the West -91h edition. Western Society of Weed Science in cooperation with Cooperative Extension Services. University of Wyoming. Laramie WestWater Engineering P age 14of14 4 /21 /2008 APPENDIX A Garfield County Noxious Weed List - : I -- Species Comm9.n name Species Growth Life State "A" State "B" Code Form1 Hlstorr List List Acroptilon repens Russian knapweed ACRE3 F p x Aegilops cylindrica Jointed goatgrass AECY G A Arctium minus Common (Lesser) burdock ARMl2 F 8 Cardaria draba Hoary cress , Whitetop CADR F p x Carduus acanthoides Spiny plumeless thistle CAAC F 8,WA x Carduus nutans Musk (Nodding plumeless) thistle CANU4 F 8 x Centaurea diffusa Diffuse knapweed CEDl3 F p x Centaurea maculosa Spotted knapweed CEMA4 F p x Centaurea so/stitia/is Yellow starthistle CES03 F A x Chrysanthemum Oxeye daisy CHLE 80 F p x /eucanthemum Cichorium intybus Chicory CUN F p Cirsium atvense Canada thistle CIAR4 F p x Cynog/ossum officinale Houndstongue. Gypsyflower CYOF F 8 x E/aeagnus angustifo/ia Russian olive ELAN T p x Euphorbia esula Leafy spurge EUES F p x Linaria da/matica Dalmatian toadflax, broad-leaved LIDA F p x Linaria vu/garis Yellow toadflax LIVU2 F p x Lythrum salicaria Purple loosestrif e LYSA2 F p x Onopordum acanthium Scotch thistle ONAC F 8 x Tamarix patViflora Smallflower tamarisk TAPA4 T p x Tamarix ramosissima Salt cedar, Tamarisk TARA T p x 1 -Growth form : T = tree/shrub; F = forb/vine; G = graminoid 2 -Life history: A = annual; B = biennial; P = perennial ; WA = winter annual West Water Engineering -.... Appendix A -Page 1 - State Garfield "C" List l!lst x x x x x x x x x x x x x x x x x x x x x x x x 4/21 /2008 - c ( (_ Weed Bull Thistle Common Mullein Common Mullein I Houndstongue APPENDIX B Noxious Weed Location UTM's (Garfield County listed weeds in bold) UTM UTM Northing Comments Eastine 12S 0727952 4386277 4 p lants 12S 0728221 4385607 1 p lant 12S 0728098 4385829 2 p lants 12S 0728303 4385550 100 ft lon2 row alon g road. 12S 0727845 4383099 Few 12S 0727916 4383043 50 ft circle 12S 0727939 4383025 Moderate amount along old road bed. See A pp endix D, Photo 7. 12S 0728088 4382934 Few 12S 0727933 4386123 Few 12S 0727954 4386138 Few 12S 0727977 4386089 30 p lants. 12S 0728034 4385972 Few 12S 0728158 4385668 20 p lants 12S 0728310 4385571 Dense; 100 p lants. 12S 0728369 4385571 Dense; 100 p lants. 12S 0728602 4385710 5 p lants. 12S 0728623 4385739 Dense; 300 p lants. 12S 0727482 4383991 Polygon Start. These are west boundary points. Polygon goes 12S 0727479 4383930 east to Clear Creek 12S 0727548 4383898 Cont. 12S 0727541 4383816 Cont. 12S 0727466 4383711 Cont. 12S 0727493 4383669 Poly2on Stop 12S 0727705 4383795 Polygon Start. North of access road to new pad 12S 0727490 4384050 Cont. 12S 0727580 4384025 Cont. 12S 0727750 4383865 Polygon Stop . 12S 0728145 4383105 Poly2on Start. 12S 0728138 4383205 Very dense infestation. 12S 0728075 4383220 Cont. 12S 0728035 4383185 Poly2on Stop --- WestWater Engineering Appendix B -Page 1 4/21 /2008 Weed UTM UTM Northing Comments Eastine c Common Mullein I 12S 0727985 4383505 Polygon Start. Houndston 2ue 12S 0728181 4383740 Low density but continuous 12S 0728200 4384020 coverag e. 12S 0728060 4383755 Poly2on Stop. 12S 0728200 4384205 75 ft row on talus slope 12S 0727840 4383168 50 ft. circle Common Mullein I 12S 0727764 4383251 Moderately thick musk thistle. Musk Thistle 12S 0727981 4383020 Few musk thistle Common Mullein I Houndstongue I 12S 0728266 4383771 Start row. Musk Thistle 12S 0728260 4383794 End row. Downy Brome Scattered almost everywhere there is vegetation. Most dense in disturbed areas and in sa2ebrush. Little to none on talus slopes Houndston!UC 12S 0727820 4383194 Few c Musk Thistle 128 0727663 4383827 4 p lants l2S 0727679 4383344 Few p lants. 12S 0727482 4383991 20 plants 128 0727568 4384005 7 p lants 128 0728183 4383701 5 p lants 12S 0728261 4383841 24 p lants 12S 0728275 4383860 50 p lants 12S 0728105 4383760 34 plants 128 0728105 4383540 4 plants 128 0728232 4385557 2 plants Tamarisk 12S 0727700 4383665 Poly2on Start. 12S 0727745 4383635 Cont. 12S 0727710 4383590 Cont. 12S 0727708 4383625 Polygon Stop . 128 0727695 4383845 l 0 ft. diameter clump. 12S 0727750 4383570 Linear feature Start. 12S 0727765 4383475 Cont. (. WestWater Engi neering Append ix B -Page 2 4 /21 /2008 ( -UTM .. Weed Eastine: I UTMNorthing 1 Comments - J -- Tamarisk 12S 727805 4383425 Cont. 12S 727800 4383385 Cont. 128 727815 4383350 Linear feature Stop . 12S 728340 4382895 Start row. 12S 728355 4382885 Stop row. 'j c ( WestWater Engineering Appendix B -Page 3 4/2112008 APPENDIX C Additional Photos Photo 2. Clear Creek drainage near t he Tom Creek confluence, looking north Photo 3. Steep side-slopes of Tom Creek drainage, looking south WcstWater Engineering Appendix C -Page I ( ( c 4/21 /2008 ( c· ( APPENDIXC Additional Photos Photo 4. New Mexico locust near Clear Creek; Common mullein in foreground Photo 5. Cominon mullein infestation near Clear Creek WestWa ter Engineering Appendix C -Page 2 4/211 2008 APPENDIXC Additional Photos Photo 6. First year houndstongue rosette Photo 7. Weeds, such as common mullein, often frequent disturbed areas such as this old roadbed WestWater Engineering Appendix C -Page 3 c c ( 4/2 1/2008