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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4650 Glenwood Springs, Colorado 81601 Permit Assessor's Parcel No. Phone (970) 945-8212 -Fo-o. win g/ 6.22.04 INDIVIDUALS WAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY �/ I Owner's Name 13).--M �).--y 1 Present Address 2f +NV (24':z - LWSPhoneO47. 2.757 r System Location I7A 41 . 31 'PkG)�7 p�p� kyr Legal Description of Assessor's Parcel No. '2-17&. 22-2 00 I l SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 1088 -Street, Suite401, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www varfield-nnunty cnm STAFF USE ONLY Penult Fee: 1 ✓ ,•-- Parcel No:(this information is available at the assessors office 970-945-9134) 2173-22200-951 2 Building Penult #: Job Address: (if an address has not been assigned, please provide Cr,Hwy or Street Name & City) or legal description PA 41-31 Pad site Off of Hwy 6 See attached Access Description 3 Lot Size: Lot No: Block No: Subd/Exemption: See Attached Survey Pla package and Assessors Detail 11.o :75 4 APPROVAL Owner: (property owner) Bureau Of Land Manaoement Mailing Address 50629 HWY 6&24 Glenwood SDrinos. CO 81601 Ph: 970-947-2757 Alt Ph: 5 Contractor: Williams Production T Co Mailing Address PO Box 370, Parachute, CO 81635 Ph: 970-285-9377 ext 2288 Alt Ph: 6 Engineer N/A Mailing Address Ph: Alt Ph: 7 Permit Request For: (X 1 New Installation ( ) Alteration f) Repair 8 Waste Type: (X ) Dwelling ( ) Tranient Use ( ) Commercial or Industrial ( ) Non- Domestic Wastes ( ) Other- Describe 9 Building Or Service Type: Number of Bedrooms: 2 Garbage Grinder ( ) Yes (X )No 10 Source & Type of Water Supply: ( ) Well ( ) Spring ( ) Stream Or Creek ( ) Cistern If supplied by COMMUNITY WATER, give name of supplier: Down Valley Septic and Waste 11 Distance to Nearest Community Sewer Was there an effort to connect to the System: N/A community System? N/A YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 Ground Conditions: Depth to 1st Ground Water Table N/A Percent Ground Slope N/A 13 Type of Individual Sewage System (ISDS) Proposed: ( ) Septic Tank ( )Aeration Plant (11) Vault ( ) Vault Privy ( )Composting Toilet ( ) Recycling, Potable Use ( )Recycling, Other use ( ) Pit Privy ( ) Incineration Toilet ( ) Chemical Toilet (X) Other- Describe: Hauled to Down Valley Waste for their disposal 14 Final Disposal By: ( ) Absorption trench, Bed or Pit ( ) Underground Dispersal ( ) Above Ground Dispersal ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater pond (X )Other -Describe Hauled to Down Valley Waste for their disposal 15 Will effluent be discharged into waters of the state? ( )Yes (X )No 16 Percolation Test Result: (to be completed Minutes per by Registered Professional Engineer, If inch in hole No.1 in hole No.2 made soil absorption test: N/A the Engineer does the Percolation Test) Minutes per Inch in N/A hole No.3 No.4 Minutes per inch Minutes per inch in hole Name, address & telephone of RPE who Name, address & telephone of RPE responsible for design of the system:N/A 17 Applicant acknowldges that by the local health department the Issuance of the permit and reports submitted herewith belief a r • `'e designed to erstand that any falslt(catlln and legs =i• for perju the completeness to be made Is subject to and required relied on or mist- y as brovided of the application Is conditional upon and fumished by the applicant or by the local such terms and conditions as deemed necessary to • • bmitted by the applicant are or by i•, al •� ment of health In evaluationg . r: f._a a - - it in denial of the b4 jig such further mandatiory and additional test and reports as may be required health department for purposed of the evaluation of the application; and to insure compliance with the rules and regulations made, information will be represented to be true and correct to the best of my knowledge and the same for purposes of issuing the permit applied for herin. I further application or revocation of any permit granted based upon said application / nerilionature Date STAFF USE ONLY Penult Fee: 1 ✓ ,•-- Perk Fee: s Tocol fees: / ' T 27 Building Penult #: Septic Permit #: v( 1f` ��/J 41"00 4 Issue Date:._. 2'2—Building & PI r APPROVAL ��,,/� DATE 3240 GENERAL PERMIT CONDITIONS DOMESTIC WASTEWATER VAULT SYSTEMS AUTHORIZATION TO UTILIZE A VAULT SYSTEM UNDER THE GARFIELD COUNTY BOARD OF HEALTH "INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS" The Garfield County Board of Health "Individual Sewage Disposal Systems Regulations" adopted in 1994 pursuant to current guidelines of the state board and adopted in compliance with Section 25-10-104(2), (3), and (4) C.R.S., shall govern all aspects of permits, performance, location, construction, alteration, installation, and use of individual sewage disposal systems of less than 2,000 gallon per day design capacity. This permit specifically authorizes the entity(s) listed on page 1 of this document to install and utilize a vault system, as of the effective dates stated on page 1, in accordance with permit requirements and conditions set forth in part 1 hereof. Any vault system installation authorized herein shall be consistent with the terms and conditions of the permit. SEPTIC PERMIT NUMBER WELL SITE LOCATIONS (APD#(s)) PA 41-31 OPERATORS NAME Williams A. GENERAL: Vaulted wastewater systems are not permitted in Garfield County for any facility that will generate 2000 gallons or more of wastewater per day. A vault system as permitted by Garfield County is allowed only for limited use occupancy with a cumulative usage period of less than one year and for occupancy of 24 or less people, only on property which cannot accommodate a sewage treatment system. Vault systems are allowed on oil and gas well pads due to the limited development time frames and limitation of on site disturbance set by the Colorado Oil and Gas Conservation Commission, the United States Forest Service and the Bureau of Land Management. A vault, as permitted by the local board of health, shall have a minimum 1000 gallon effective capacity. B. TERMS AND CONDITIONS 1. Minimum, horizontal distances from the various components of a system to pertinent terrain features, including streams, lakes, water courses, springs, wells, subsoil drains, cisterns, water lines, suction lines, gulches, dwellings, other occupied buildings and property lines, shall be in accordance with the following "Table of Minimum Horizontal Distances". 2. No vault system shall be installed in a floodway. 3. When a system is installed in a 100 -year floodplain then the system shall meet or exceed the requirements of the National Flood Insurance Program. The system as approved by the Garfield County Building Official or his/her designated agent shall be designed to minimize or eliminate infiltration of floodwaters into the system, and discharge of the system into the floodwaters. 4. Only tanks that have been certified by the Colorado Department of Public Health and Environment shall be used for a vaulted system. 5. All tanks shall be installed in accordance with the manufacturer's specifications. 6. Watertight vaults shall not allow infiltration of groundwater or surface water and shall not permit the accidental or intentional discharge release of wastewater or liquids to the ground surface or to waters of the state. 7. Vaults shall not have an outlet unless designed to flow to another tank in series for the purpose of increasing holding capacity. Such outlets shall be water tight. 8. Tanks shall be so constructed and installed as to withstand earth and hydrostatic pressures when filled and when empty. 9. In locations where groundwater may cause instability problems to the vault due to flotation, the tank shall be anchored in a sufficient manner in order to provide stability when the tank is empty. The method of anchoring must be approved by the Garfield County Building Official or his/her designated agent prior to installation. The local authority may require the design of the anchoring system to be prepared by a Registered Professional Engineer. 10. Each vault unit shall be equipped with an access manhole located to permit periodic physical inspection and maintenance of all the tank and removal of the waste contents. 11. Components shall be so designed and constructed that when installed in accordance with manufacturer's recommendations, they shall be capable of being easily maintained, sampled, drained, pumped, inspected and cleaned. 12. The surface of the ground over the vault system must be restricted to activity or use which will allow the system to function as designed and which will not contribute to compaction of the soil or to structural loading detrimental to the capability of the vault to function as designed. 13. All metal surfaces shall be properly coated to prevent corrosion. 14. Plumbing fixtures, grease traps, building sewers, vents, sewer lines and other appurtenances shall be designed, operated and maintained so as to comply with the minimum requirements of the International Plumbing Code. 15. All wastewater lines used in individual sewage disposal systems shall be constructed of compatible pipe, bonding agent, and fittings. 16. Where plastic pipe and fittings are used, the minimum wall thickness of the pipe shall conform to ASTM Standard D 3034, or equivalent. 17. All electrical work, equipment, and material shall comply with the requirements of the National Electrical Code. 18. A signal device shall be installed to indicate when pumping is necessary. 19. The permittee shall provide for maintenance and cleaning of the vault system through a legal contract with a company experienced in the removal, proper handling, transport and proper disposal of the vault contents. 20. Disposal of waste materials removed from a vault system in the process of maintenance or cleaning shall be accomplished at a site approved by Garfield County in a manner which does not create a hazard to the public health, a nuisance or an undue risk of pollution and which complies with state and local rules and regulations. 21. When the use of a vault system is terminated or the vault system is relocated, the contents of a vault shall be properly removed and disposed of and the emptied vault shall be filled with soil or rock, or the Garfield County Building Official may allow the vault to be reused, removed and disposed of properly. C. RECORDS The Permittee shall establish and maintain records. All records shall be maintained a public records and be made available to Garfield County or other third party upon request. Required records shall include, but not be limited to, the following: • A copy of the permitees's current legal contract for removal of vault waste. • A copy of this permit. • The dates, location, and time of pumping tank contents; • The individual(s) and company that performed tank pumping; • The volume of waste removed from the tank; • The location of disposal including a receipt from the receiving facility; • Any system repair or maintenance performed including the reason for said repair or maintenance. D. CERTIFICATION OF AN APPROVED VAULT SYSTEM INSTALLATION 2 The Permittee shall inform the Garfield County Building Official in writing of any intent to construct, install, or alter any vault system, no greater than 48 hours after construction, and shall furnish the Garfield County Building Department such plans and specifications to evaluate compliance with the Garfield County ISDS Regulations. E. REMOVED SUBSTANCES Solids, sludge's, or other pollutants removed in the course of vault maintenance shall be removed and disposed of' in a manner such as to prevent any of this material from discharging to the ground surface or from entering waters of the State. For all domestic wastewater treatment works, the Permittee shall dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act) regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likehood of adversely affecting the public health or environment. Permittee shall maintain a copy of a service contract and any pumping and disposal records from the approved contracted systems cleaner and submit such information when requested by the local regulatory authority. F. PERMIT VIOLATIONS Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. The surface discharge of any pollutant identified in this permit in a manner other than is authorized in this permit shall constitute a violation of the permit. Permit violations will be subject to enforcement provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County Board of Health "Individual Sewage Disposal Systems Regulations". Violations of the permit are the sole responsibility of the Permittee. G. ACCESS TO THE SITE For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any permit issued, the Garfield County Building Official or his/her designated agent is authorized to enter upon private property at reasonable times and upon reasonable notice for the purpose of determining whether or not operating sewage treatment systems are functioning in compliance with this permit. 3 October 1, 2008 Garfield County 109 SIN Street Glenwood Springs, CO 81601 RS: Antherlty as Agent EXPLORalati & PRODUCTION 1958 atoms RaBox S7D Anchte,co 80M5-0370 970715-9377 9707285.9573 ua Dear Colmtyltrpmsentattoc This letter is to confirm the appointment of Sandy Dotard and Eric hailer as authorized Agents to execute documents tbrthe following • • Wilisms Production MIT Company • Smyth he. LLC e Ryan Gmbh LLC This authority is granted for all documents aarnishesl to Gadd Cody. Sincerely, Aha Harrison Vice President Denver Region DRINK 10ro11e8 SEC. 31, 7'. 6 S., R. 95 W. OF THE 6TH P.M. PLAT #1 LOCATION PLAT '-0? 1912 DLO y,0 BRASS CAP N88'58'32"W 2319.98' 041 BRASS 3 BOTTOM HOLE LOCATION 260' FNL, 762' FEL LAT: 39.467405' LONG:168.03385d' (N 103305.6 E 66256.4) iA y0 S88'58'32"E 2654 37' 0 C3 o �� ce re) to O 0N 4{� CD o # y0 1921 CLO BRASS CAP Aa w 0 u, N- N N ,- CD 0 Z 'C0 y0 SURFACE USE: RECLAIMED PAD THERE ARE NO IMPROVEMENTS WITHIN 200 FEET OF THIS LOCATION yDR �1 yob �2 0 751' t1�497y0'i 863' -► c8 N U) Z "Ick - P4‹ w CO N1'' 0 N V) N O < m FEDERAL P4. 41-31 OND. ELEse.: 6516.8' PAD ELEV.: 5612.0 LAT:39A-66060' LONG: 108.034145' (N 102815.9. E 88201.8) 1921 BID. BRASS CAP a N t0 O 0 0 to SOB w a GRAPHIC SCALE IN FEET 1 NCH _ 10081 (BT "<:r LEGEND - M N SECTION CORNER LOCATION d' 0 BASED ON GLO RECORD N INFORMATION .FIELD SURVEYED SECTION 41/"FIELD LOCATIONS 920.0 "" °A` N86 03'59' `"°CAP O 2410.27 _ S89'5T01'fW W 2564.75 FIELD SURVEYED WELL LOCATION CALCULATED BOTTOM 0 HOLE LOCATION THIS WELL LOCATION PLAT WAS PREPARED FOR WILLIAMS PRODUCTION, RMT TO LOCATE THE PA #41-31 WELL, 751 FEET FROM THE NORTH LINE AND 863 FEET FROM THE EAST LINE IN LOT 1 (NE1/4 NE1/4) OF SECTION 31, T. 6 S., R. 95 W. OF THE 677-1 P.M. GARFIELD COUNTY, COLORADO. REFERENCE NOTES SURVEYOR'S CERTIFICATE 1) T. 6 S., R. 95 W., 6TH P.M. CLO PLAT. 2) V.S.G.S. QUAD: RULISON, CO 3) ELEVATIONS BASED ON N.A.V.D. 1988 4) LATITUDES AND LONGITUDES ARE BASED ON NAD 83, COLORADO CENTERAL ZONE. 5) GPS OPERATOR WAN MARTIN OBSERVED A POOP OF 2.8. 6) ALL GPS OBSERVATIONS ARE IN COMPLIANCE WITH COGCC RULE N0. 215. 7) SURFACE AND BOTTOM HOLE LOCATIONS ARE MEASURED 90' FROM SECTION UNES. I, George R. Bauer: a Professional Land Surveyor in the Stote of Colorado do hereby certify thatthisurvey was mode under my direct supervision, th•..,,�tfthis Piot represew#s said Survey and the location has been s. d as shown, hereon:'., 0.4441 'TAGS • icp ' 1 raw • • COLORAD• L An \‘,$,). CONSTRUCTION SURVEYS, NO. 4d,4ti•us.,ao"' 0012 SUNRISE BLVD. SURVEYED: 09/06/07 SLLt,CO 81652 DRAFTED: 01/17/08 1010)816-5153 CHECKED: 01/18/08 VIEW: 1R SCALE: 1" = 1000' DWG: BARRETT\PA41-31 PAD SHEET: 1 of 9 PLAT #2 PIT & PAD LAYOUT • .160' REF: PT; • ..G'14:3' NW RAQIUS;1 ••i ' FLARE:PIT I.EXISTING •t r.; DRAINAGE F .0.4'. SQ#2 . • .PROPO$&D-PA 331-3189 • • -PROPOSED PA 431-,316 '•.......:...:.'P$OPOSEQ PA 531-31® in 't PROPQSED .PA 44-300 • •PROPOSED.PA 441-314w ' PROPOSED'PA 413199.; PROPOSED.PA 344-30®: ••PROPOSED•PA 341-31•/ 0 75'.. is $E; COR •fli /••\yTYP:• • fit 24.6'. :•_ •• oo j..▪ ..., /'PROPOSED � PRODUCTION ¢ 21' EQUIPMENT AREA (45' X 70'� j'PRDPOSED_ / CII VERT /..•• .• $P /S$ 50\ •'FR111NE,,. $0:5; i.• .s:^`-•�,�.pROD COR LEGEND; �—�: i BP — BRUSH PILE/BARRIER • SB — STRAW BALE BARRIER ® — CONTAINMENT BERM ':TOTAL DISTURBED AREA = 1.97rAC.• r. PROFOSEs PA'334-3s' ROp0SQD PA •3S-30. OPOSEO•PA 335-30 ROPOSED. pA 433-3 • v *aOPQS•ED. •PA- 434-3?rt PROPOSED PA. 443-30 PROPOSED PA• 343=. s • PROPOSED. PA 43-30 PROPOSED. PA 444-3s ;: ••? 'ROPQSED:PA 544-3! • • ) sNn_ NE CR EXISTING DRAINAGE.+'• CONSTRUCTION SURVEYS, INC. 0012 SUNRISE BLV. REVISED: 2/22/08 SILT, CO 81652 WILLIAMS PRODUCTION, RMt 1910)$16"5153 SCALE: 1" = 60' SHEET: 2 of 9 EXISTING•.'• ;.DRAINAGES TO BE REROUTED AROUND PAD •, ESTIMATED DIRT QUANTITIES (YDS) ITEM CUT FILL TOPSOIL EXCESS PAD 10430 6650 1680 2100 PIT 0 0 TOTALS10430 6650 1680. 2100 a \ A B PL14T #3 CROSS SECTIONS OF PIT & PAD Q PAD C 13.E ORIGINAL CONTAINMENT GROUND BARRIER TOPSOIL F 1.0' 120 PROPOSED PAD -r CUT BRUSH PILE/ STRAW BALE BARRIER CONTAINMENT BARRIER C 4.8' 120' J TOPSOIL i / 23.9' / CUT C F 10.4' ORIGINAL GROUND BRUSH PILE/ STRAW BALE BARRIER CONTAINMENT BARRIER C 2.1' 120' �..- 70' PROPOSED PAD TOPSOIL / C 7. / di CUT GRAPHIC aSCALE *4 FEET FEET F 24.8' PROPOSED PAD ORIGINAL GROUND BRUSH PILE/ STRAW BALE BARRIER 2 CC BB \/ NOTE: ALL CUT SIDE SLOPES ARE 1:1 AND ALLL FILL SIDE SLOPES ARE 1.5:1 UNLESS OTHERWISE NOTED CONSTRUCTION SURVEYS, INC. 0012 SUNRISE BLVD. SILT, CO 81652 WILLIAMS PRODUCTION, RMT (910)816-5153 SCALE: AS SHOWN SHEET: 3 of 9 PLAT 04 RIG LAYOUT A. GROUND LEVEL (GL)=5512' DRILLING FLOOR (DL)=5523' KELLY BUSHING (KB)=5524' / / / / V -DOOR PIPE BOOM PROPOSED PA 31-31 PROPOSED PA 331-31 PROPOSED PA 431-31 PROPOSED PA 531-31 PROPOSED PA 44-30 KNUCKLE BOOM CRANE PROPOSED PA 441-31 PROPOSED PA 41-31 PROPOSED PA 344-30 PROPOSED PA 341-31 /n . *I i • i • i PROPOSED \' PRODUCTION. EQUIPMENT AREA'. PROPOSED Pfi (10Eiiilr PROP ..• itP ,j}-30 PROP0a11 P&t333�3D.. PROP,'PA.�93330 PROPOSED PA 434-3t}p11•.s %% .. :• PROPOSED PA 443 PROPOSED PA 343-0.t,; PROPOSED PA 43-30 `"••. PROPOSED PA 444-4 ..... PROPOSED PA 544-3141:.......'.. AGE ...PROPOSED CULVERT / CONSTRUCTION SURVEYS, INC. 0012 SUNRISE BLVD. SILT, CO 81662 (910)01641S3 REVISED: 2/22/08 WILLIAMS PRODUCTION, RMT SCALE: 1" = 60' SHEET: 4 of 9 ,r. PLAT #S TOPO & ACCESS PROPOSED WELLS At THE PROPOSED PA st41-31 WELL SIT ,7 PROPOSED ACCESS 5140 't MS 200 Ji 149` sre• ( -.I ACCESS: FROM THE INTERSECTION OF STATE HIGHWAY 6 AND COUNTY ROAD #215 AT PARACHUTE, PROCEED EASTERLY ALONG STATE HIGHWAY 6 ±1.0 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD ON THE LEFT, PROCEED LEFT IN AN NORTHERLY DIRECTION ALONG THE DIRT GRAVEL ROAD ±0.6 MILES TO A Y INTERSECTION, PROCEED RIGHT IN A GENERAL NORTHEASTERLY DIRECTION ±0.4 MILES TO THE EXISTING PA #42-31 WELL SITE, PROCEED PAST THE PA #42-31 WELL SITE ALONG A PROPOSED FLAGGED ACCESS CENTERLINE ±0,3 MILES TO THE PROPOSED PA #41-31 WELL SITE, BEING THE LOCATION. CONSTRUCTION SURVEYS, INC. 0012 SUNRISE 5LvD. SILT, CO 81652 UJILLIAMS PRODUCTION RMT (910)516-5153 SCALE; 1" = 2000' SHEET 5 OF 9 PLAT 06 CURRENT FOOTAGE A 1 )tt PA 443-30 01'22'39" 29631 r •1 IIt f'/ ; (i I 2 PA 343-30, 01'03'15" 1 2619' fJ PA 43-30 01'55'08" PA 33-30•x" -'� 330'40'11"y- 2428' 1 'w 101 t PA 434-30 p j329'15'19111 212 -PA 334-30 ".`"3231628'} 1881 ��#hf -.rPA 34-304 1 ,5.31804'24" 1639' PA 444-30 -010'48'08" } r 1604' V FF}}F}F} h.+ t 1 4 F Cry PA 344-30 121'31'57" 21'31'57 / 1376 PA 41-31,,"\ 09'48'13" 497' • ..: PA 431-31 267'32'02". 1109' PA 531 31 C *--"56'09'34""" 420' rt" 510' PA 441-31 r '164'17'39" 317'. ®PROPOSED TANK AREA.. 4 (50' X 50') 5535' 1-70 R.O.W 1986' (EXXON/MOBIL) 1 CONSTRUCTION SURvEtS, INC. REVISED: 2/22/08 0012 SUNRISE BLvD. SILT, CO 81652 WILLIAMS PRODUCTION, RMT (91¢)816-5153 SCALE: 1" = 500' SHEET: 6 OF 9 PLAT #1 RECLAMATION PAD & PRODUCTION EQUIPMENT LAYOUT • r �/ N. ±1.97 AC. TOTAL DISTURBED AREA *1.16 AC. TOTAL RECLAIMED AREA ±0.81 AC. TOTAL UNRECLAIMED AREA CU VERT PROPOSED PA 31-310 9 PROPOSED PA'.3�'c•30}, .'. PROPOSED PA 331-310 0 PROPOSEDPA•3343q PROPOSED PA 431-319 ®PROPOSED PA 3M. PROPOSED PA 531-310 0PROPOSED PA 331401\��• ®PROPOSEDPA 433:-38 PROPOSED PA 44-300 9PROPOSED PA 434-39 .' 0PROPOSSED PA 443r30:s PROPOSED PA 441-310 ®PROPOSED PA 343+-30',p PROPOSED PA 41-310 ®PROPOSEDPA 43-30' , •:: PROPOSED PA 344-300 9PROPOSED PA 444=30.4 PROPOSED PA 341-31 ®®I PROPOSED PA 54,0111 � /• i\ • i PROPOSED `�) / PRODUCTION EQUIPMENT AREA ;REALiG ,, e0. CONSTRUCTION SURVEYS, INC. REVISED: 2/29/08 0012 SUNRISE BLVD. SILL, CO 81652 WILLI.4MS PRODUCTION RMT (9110)816-5153 SCALE: 1" = 60' SHEET: 7 of 9 r f..... PLAT #8 �. . FINAL RECLAMATION PAD ;.' / / / / CULVERT :/ CONSTRUCTION SURVEYS, INC. REVISED. 2/22/08 0012 SUNRISE BLVD. $ILT, CO S16S2 WILLIAMS PRODUCTION RMT 09102,164163 SCALE: 1" = 60' SHEET: 8 of 9 A 53 B ORIGINAL GROUND q. PAD RECLAIMED PAD SURFACE RECLAIMED PAD SURFACE 102' c .47 ORIGINAL GROUND RECLAIMED PAD SURFACE 79' PLAT #9 CROSS SECTIONS OF FINAL RECLAMATION PAD AA CUT 44' s BB GRAPHIC SCALE IN FEET INCH . MET ORIGINAL GROUND CUT 55' CC NOTE: ALL EXISTING RECLAIMED SIDE SLOPES ARE 3:1 UNLESS OTHERWISE NOTED CONSTRUCTION SURVEYS, INC. 0012 SUNRISE BLVD. SILL, CO 61652 WILLIAMS PRODUCTION, RMT (t10)816-5153 SCALE: AS SHOWN SHEET: 9 of 9 Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property_,Search I Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Parcel Detail 1 Basic Building Characteristics 1 Tax Information Value Detail 1 Sales Detail Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Levy Revenues Detail Tax Area Account Number Parcel Number 2008 Mill Levy 026 R260397 217322200951 38.941 Owner Name and Mailing Address U. S. NAVAL OIL SHALE RESERVE Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:22-6-95 DESC: SEC. 1 LOTS 3,4,5,6,7,8,9,10,11,12,13,14, S2. DESC: SSEC. 2 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, S2. DESC: SEC. 3 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, E2SE. DESC: SEC. 4 LOTS 1,2,3„5,6,7,8,9,10,11,12, SW, W2SE. DESC: SEC. 5 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, S2. DESC: SEC. 6 LOTS 3,4,5,6,7,8,9,10,11,12,13,14,15,16, SE DESC: E2SW. SEC. 7 LOTS 1,2,3,4,5,6,7,8, E2SW, W2SE. DESC: SEC. 8 LOTS 1,2,3,4. SEC. 9 LOTS 1,2,3,4. SEC. 10 DESC: LOTS 1,2,3,4,5,6,7,E2NE. SEC.11 LOTS 1,2,3,4,5, DESC: N2, N2SW. SEC. 12 LOTS 1,2, E2, NW, E2SW. SEC. 13 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217322200951 4/28/2009 Parcel Detail Page 2 of 3 IDESC: LOTS 1,2,3,4,E2, E2W2. SEC. 15 LOTS 1,2,3,4,5,W2SW DESC: SEC. 16 LOTS 1,2,3,4,5, S2S2. SEC. 17 LOTS 1,2,3, DESC: SESE. SEC. 19 LOTS 1,2,3,4,5,6,7. SEC. 20 LOTS 1,2 DESC: 3,4,5,6,7,8,9, NENE, S2NE, N2SE. SEC. 21 LOTS 1,2, DESC: 3,4, N2, N2S2. SEC. 22 LOTS 1,2,3,4,5,6,7,8, NW, DESC: N2SW. SEC.23 LOTS 1,2,3,4,5,6,7,8,9,10,NESW, N2SE, DESC: SENE. SEC. 24 LOTS 1,2,3,4,5,N2S2 NE, S2NW, NENW. DESC: SEC. 25 NWNE, N2NW,SWNW, NWSW. SEC. 26 LOTS 1,2,3, DESC: 4,5,6,7,8, N2S2,SWSE. SEC. 27 LOTS 1,2,3,4,5,6,7,8 DESC: N2S2, SESE. SEC. 28 LOTS 1,2,3,4, N2SE,W2W2. DESC: SEC. 29 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, SE. DESC: SEC. 30 LOTS 1,2,3,4,5,6,7, SE, S2NE, SENW, E2SW. DESC: SEC. 31 LOTS 1,2,3,4,5,6,7,8,9,10,11,12, E2SE,NESE DESC: SEC. 32 NW, N2NW, SWNE. SEC. 33 NWNW. Location Physical Address: PARACHUTE Subdivision: Land Acres: 13564.75 Land Sq Ft: 0 Section Township Range 22 6 95 2008 Property Tax Valuation Information Land: Improvements: Actual Value 0 0 II Assessed Value 0 0 II http://www garcoact.com/assessor/parcel.asp?ParcelNumber=217322200951 4/28/2009 Parcel Detail Page 3 of 3 Exempt: II Total: 81,3900 81,390 23,600) 23,600 Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm/Ind Buildings: 0 No Building Records Found Tax Information No Tax Records Found Mill Levy Revenues Detail Top _of_Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield _Cour ty_ flume Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217322200951 4/28/2009 EAtRA110FTANDi' 6DU( P0130X 21218 TULSA: 01'744121,1218' a pAY TO THE ORDER OE': DOLLAR, a' 100000053 LO" ':0.7i923226s: .¢nT 1�rx,1 ;tom, y.mM