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HomeMy WebLinkAboutApplication- Permitr r guts/ GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit N'_ 3521 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Name Rin BAµYl7 RAM* Present Address 3050 TRORS LACpL1 IIv1PhhooneC -870-374Y! System Location 3C60 TRAPPERS LAKE= Rb, mt�Z Legal Description of Assessor's Parcel No [ —1 a I /57q1". — Ooe col 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 fa,,_ 9 va oo Inspector RETAIN WITH 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. Con- nection 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 I, Petty Offense ($500.00 fine —6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION C' OWNER Rio BLANCO RANCH Inc. ADDRESS 3050 -MAPPERS i.AKE ROM") PHONE 910 S13 34,41+ CONTRACTOR Ooe,SWELL Et E&P sEs x DAVE CObSwELL ADDRESS x1,481 C (Z s MEEKER / CO PHONE 91 D 8-1s S134 PERMIT REQUEST FOR (X). NEW INSTALLATION () ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town MEEKER Size _of_ of 1950 Ac. Legal Description or Address 3050 T>zA P P E RS LAKE. RD, MEEKER/ CO SI 691 WASTES TYPE: (X) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: S u MM r R. cAet.iN Number of Bedrooms 3 Number of Persons 27 ( ) Garbage Grinder ( ) Automatic Washer () Dishwasher SOURCE AND TYPE OF WATER SUPPLY: b() WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier. N A DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: NA (60 M lLf 5) Was an effort made to connect to the Community System? NA m 0 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: _ 50 feet Leacb Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS; Depth to first Ground Water Table U NkNOVVN Percent Ground Slope 0 c-8 /� / JoTE . SEPTIG SYST EPA 1)ES)C0&,E.b "by tA,Att E,CI4 )NG Anil> Coto STR,UCTeA ASPIER bSi&N, AA) INSPtCrEED Thy GNt IC.Lb coo nit j. REP I.,ACEA4 JT Sr( uan) To ortr 1.)05-n/Oer SEPnc. 6ysr nn . YPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED. )Q SEPTIC TANK VAULT PRIVY ) NT PRIVY CHEMICAL TOILET NAL DISPOSAL BY: X) AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE OTHER - DESCRIBE ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ABOVE GROUND DISPERSAL ( ) WASTEWATER POND OTHER - DESCRIBE JILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? NO ERCOLATION TEST RESULTS; (To be completed by Registered Professional Engineer, if the Engineer does the 'ercolationTest) see alto-checL WASTEWATER. SYSTEM 442 - PA RT 5 CH INC. Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. Jame, address and telephone of RPE who made soil absorption tests: ENARTec H INC . P.Q. DRAWER 16O,, GLENWOOD SPR/NGS, Jame, address and telephone of RPE responsible for design of the system: C 0 S 1400 z. PrtOMEsP 970-9'-15 -aD.36 1`pplicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant r by the local health department for purposed of the evaluation of the application; and the issuance of the permit is ;ubject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, nformation and reports submitted herewith and required to be submitted by the applicant are or will be represented to ,e true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of realth in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any Falsification or resentation may result ' , . e denial of the application or revocation of any permit granted based .ipon said a . o li on • • m : al action fob 'ury as provided by law. SignAga /464 Date 0/ PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTYI! C- WASTEWATER SYSTEM NO. 2 Serves: Timberline, moo, Pine, Columbine and Pioneer Cabins Existing Wastewater Desi® Flow: 1,650 gpd Required Septic Tank Volume: 2,060 gallons Existing Septic TanlcVolume: 1,250 gallons Soil Percolation Rate: 56 min./inch Soil Profile: 0-1' loam; 1'-2' clayey loam; 2'-8' sandy clay with cobbles; no evidence of groundwater or bedrock to 8'. Existing Leachfield Area: 600 sq. ft. (2 x 3 x 100) Required Leachfield Area: (1,650) Ji5 = 2,469 sq. ft. Number of "Infiltrators" Required: (2,469 - 600) x 0.5/18.75 = 50 chambers Proposed Improvements: • Install an additional, single -chamber 1,250 -gallon septic tank in series prior to the existing tank. • Install 50 "Infiltrator" chambers in trenches • Install a distribution box to distribute the treated wastewater from the septic tanks into the existing and proposed leachfield trenches. CJ" YST6M )NS'rALL.EO C- 10 Ofrt: tir1 • 1 • 0 1 1 r r pionger Cabin PROPOSED IfSO-G$rL Or) $£Pr IC- TINNY-. w/o tAFFLE tISTR16UTION Boy PROPOSED 50 ]] 1 N F 1 LT RRToRS,�. IN T R.ENC-H-e-S • EXIsrINrr♦ —1,-50- OM-LoN SEPTIC • • EXISTING- LePrCN FIELD (1,20o 50., FT.) }ZAIN$OW LAKE. • ♦ • • • • TO .717‘ - Ti HBERLINE GABIrN! DATE 5/14/93 SCALE 1..=50' ENGINEER P. 9EtAU DWG FILE (NONE) \0E3 329-01 Gni O© o LAHCOO RAHCH WASTEWATER SYSTEM HO. 2 EMAETI!CH 1 C. worms vents .e ..sacro rs ]01 M ]i.. 000]000 ]NU0'. co UNI P.O. p1 110. &LW.0(N• 11t 0t4 lCO UN) C- 11 • m� `nN z4 m rn- nn c o spz t A PC m w ^I r 0 s n �o o, ITIf am.R.09. w C' w 4. 7 C 4 1r�h aoa ag 1 5' o 4 c° w � ORIGINAL SITE. P&.AN ATTACHED 1 ti C-12 'ti\111 r 4 }l I _-o r ® \\4:\ 1 leo I 11 / �' \\ \ ‘i ; ; i I Ow �\ r I 1 .:m- o{ ` \. 1 • 1 iii ® �‘t\ { I s, 11 I ��_� ; 1 I \I; 1 1` ti Qi ; I i 1`I IIIkI IP 1 11 1—'`....t 6.7.E ,i tr.� • 1 , 1 1 1 I 1 1 t 1 1 i 1 I 1 I 1 1 Rio Blanco ianch Woelewalar Syalen.mprovemenle Site Pa AI lb. /• ents oy / �� /// / _�-/ cESNARTEULTING CHpInc.s P . DRAWER 160 GLENWOODS WN9S. COLORADO $1602 DId al!S wa}si(S JOIDMaIsoM ODUD18 °!8 z 0 W CO w 0 a•.1»1X7 O. N m m 0 3 0 N M U1 N 0 • • • • • • • • z c = c ma ao EV Pa'`o�ici 1 / \ \ r \ \ \ \ 0z r; \ \ ;Y m° I \ \ 3 s° /7� \ \ Ny / / \\ \ cO m II 1/ \ 9 \ �\ Y I I \ \ Is \ \ \ 1 O c 0 \\ J / \--- 1 1 U / 1 i / \ \ \ �o / 1 \ u d rn \ YZo ..----- , \ \ ° ° i0 \ Y m i Z� T O \ N \\ \\\-' �I �o ysn/7l ui°d/ \\/ / \ '\ \\ \ / / 1 \ \\ \� J / \ \ \\ \� �� 1 l \1/4\ \ \ \ �� Y�\ \ N \ N O • N� \\ \ , /' v \ \ \ / P \ \ o N / /— \ / / N. \ I rn I II I I / / / / / / // // / / y\\ / // x / / / / / // / / j O / 1t0E / / 00 / // / / / / N.4 , N� n — o m z0 uEh m mw o 30 (0 • , WATER. WILL INFORMAYION PACKET ENARTECH Inc. Consulting Engineers and Hydrologists G June 16, 1993 Mr. Dwain Watson Colorado Department of Health Water Quality Control Division 222 South 6th Street, Room 232 Grand Junction, CO 81501-2407 RE: Rio Blanco Ranch Wastewater System Improvements Site Application #4066 Dear Dwain: Enclosed are two copies of the Construction Plans and Specifications for the Rio Blanco Ranch Wastewater System Improvements for your review and approval. The improvements consist of eight separate septic tank and leachfield systems utilizing "Infiltrator" leachfield chambers. Please give me a call if you have any questions or require additional information. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/des Enclosures cc: taffeta P329-01 (P329 03A)93 5-18 dittAA 302 Eighth Street. Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 1303) 9452236 w i' s • _ form No. GWS -25 APPLICANT OFFICE OF THE -STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial eldg.. 1313 Shannon SL. Dann, Coloredo 80203 (303) 8863581 LIC WELL PERMIT NUMBER 042 491 - F - 23 43 OIV 6 CNTY. WD DES. BASIN MD _ Lot: Block: Filing: RIO BLANCO RANCH CO % STEVEN COLEY P 0 BOX 750 MEEKER, CO 81641 303-878-3444 PERMIT TO CONSTRUCT A WELL Subdiv: APPROVED WELL LOCATION COUNTY GARFIELD NE 1/4 NB _ 1/4 Section 29 Twp 1 N , Range 88 W 6thPM DISTANCES FROM SECTION LINES 50 Ft. from North Section Line 400 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDRIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well to divert ground water tributary to North Fork White River, a tributary of the White River, at a point where unappropriated water is available for withdrawal. 4) The maximum pumping rate shall not exceed 40 GPM. 5) The average annual amount of ground water to be appropriated shall not exceed 1.9 acre-feet. 6) The use of ground water from this well is limited to commercial purposes for in-house use for 13 cabins, a residence, an office, a laundry, and a lodge. 7) The approval of this permit does not grant a water right. This well is subject to administration by the Division Engineer in accordance with applicable decrees, statutes, rules, and regulations. 8) A totalizing flow meter must be installed on the well and be maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 9) This well shall be constructed not more than 200 feet from the location specked on this permit. 10) The owner shall mark the well in case number(s) as appropriate. markings. 11) This well shall be constructed at AIVED: Receipt No. a conspicuous place with well permit number(s), name of the aquifer, and court The owner shall take necessary means and precautions to preserve these least 600 feet from any existing well. KM 8.13.92. . PUMP INSTALLER'S COPY 03421&° Engineer BY DATE ISSUEUG 171992 EXPIRATION DATEAU G • 7 1993 ENARTECH Inc. Consulting Engineers and Hydrologists September 24, 1993 Mr. Glen Bodnar Drinking Water Section Colorado Department of Health i 4210 East Eleventh // Denver, CO 80220 RE: Rio Blanco Ranch, Garfield County (PWSID No. Unknown) Dear Mr. Bodnar: Please fmd enclosed a "Request for Review of Drawings and Specifications" for a new water supply and treatment system for Rio Blanco Ranch, along with the following documentation: • 100 -Year Floodplain Certification • Design Plan "Rio Blanco Ranch Water Supply System" (1 Sheet) • Water Quality Analytical Report for Inorganic Chemicals from Grand Junction Labs • Well Permit No. 041491-F • Well Construction and Test Report • Well Test Form • Location Map Rio Blanco Ranch is Located on a strip of private land within the White River National Forest along the North Fork of the White River (see the enclosed Location Map). The Ranch is approximately 5 miles downstream of Trappers Lake, 20 miles east of the unincorporated town of Buford and 40 miles east of the Town of Meeker. The Rio Blanco Ranch property is located in northeast Garfield County and in Rio Blanco County; all of the cabins and the water supply facilities are located in Garfield County. Garfield County does not have a health department or sanitarian to review the water system design, so their recommendation is not included on the Request for Review form. Please contact Mark Bean, Garfield County Director of Building and Planning, if you have any questions in this regard. G- ao 302 Eighth Street. Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236 Mr. Glen Bodnar Page - 2 The proposed water supply facilities serve Rio Blanco Ranch, which includes 13 cabins used to house ranch employees, owners and their guests. The cabins have bathroom facilities but no kitchens; meals are served at a central lodge building. The Ranch operates during the summer season only (May through October typically). Rio Blanco Ranch has been in operation since prior to 1930. The proposed water supply system consists of the recently drilled Rio Blanco Ranch Well as the source of water supply, liquid chlorine disinfection, a 5,000 gallon water storage tank, booster pumps and hydropneumatic pressure tanks. The well pump has a capacity of 20-40 gpm (depending on drawdown); the booster pumps have a capacity of 14-60 gpm, depending on the pumping sequence and pressure. The chlorine contact time is 58 minutes under worst-case conditions (60 gpm flow, tank 70% of capacity) and is 200 minutes under typical operating conditions (21 gpm average flow, tank 85% of capacity). The water supply system is a transient, non- community system. Please give me a call if you have any questions or require additional information. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/des Enclosures cc: Steve Coley Mark Bean P329-01 (P329_0113)93 G - al Colorado Department of Health / •WATER• QUALITY CONTROL DIVISION / Drinking Water Program / 4210 E. llth.Avenue / Denver, CO 80220 / (303)331-4530 / / "Date Received" Stamp REQUEST FOR REVIEW OF DRAWINGS AND SPECIFICATIONS BY THE COLORADO DEPARTMENT OF HEALTH PERTAINING TO POTABLE WATER SUPPLY FACILITIES (Please Type) From: Rio Blanco Ranch Co. (Name of Municipality, District, Utility or Other Owner) Business Address: c/o Mr. Steven Coley Telephone: (303)878-3444 P.O. Box 750, Meeker, CO 81641 Legal Representative Mr. Steven Coley General manager Name Title County in which facility is located: Garfield PWSID# NONE It is requested that the Colorado Department of Health, Water Quality Control Division review the documents specified on the information page attached to this form. Docume-ts Submitted: Engineering Design Report • Water Duality Data 100 -year Floodplain Certification Well Completion Report Design Drawings and Specifications Additional information may be requested by the Water Quality Control Division and local government officials. This may include the relationebip of this facility to the area -wide plan, flood plain data, provision for maintenance and operation of this facility, and legal status of the owner (district, association, municipality). Consulting Engineering Company: Project Engineer: Peter Belau Enartech, Inc. Address: P.O. Drawer 160 Telephone: Glenwood Springs, CO 81602 ( 303 ) 945-2236 Estimated project cost: *20,000 * (See item #8 in the instructions for financial information required.) * Registered P.E. #23701 Estimated bid opening date: N/A Estimated completion date: June, 1994 *****(See LAST PAGE for instructions) 1540m/0103m G- 22 INFORMATION REGARDING WELLS AND/OR WATER TREATMENT FACILITIES [must complete all information) 1. Type of water treatment facility (conventional, packaged, well with chlorination, etc.) Please be specific. Well with chlorine disinfection and hydropnuematic pressure tanks. A 5,000 -gallon water storage tank provides flow equalization, chlorine contact time and emergency storage. 2. Size: 40 gpm (5,500 qpd) (MCD) Population Served: up to 60 3. Operating Dates: May 15 October 31 From To Rio Blanco Ranch Well No. 1 4. Raw Water Source Name: Groundwater from alluvium, N. Fork White River Location (Latitude and Longitude): NW/4, NW/4, Sec. 28, T.1N., R.88W. If a well, what is the depth? 110 (feet) 5. Location of water facility: (Latitude, longitude, as well as distance and direction from nearest incorporated town or city). 40° 1' 57" N., 107° 17' 09" W NW/4, Sec. 28, T.1N., R.88W., 40 miles east of the Town of Meeker 6. Give distance upstream, within five miles, of all domestic and industrial waste discharges: None 7. Signature of the County Health Department is required before we will review the plans. 1. DATE 8. 1540m/0103m Recommended Recommended APPROVAL DISAPPROVAL Signature and title for local Health Department or County Sanitarian gaily recognized ture and title for the own= the facility General Manager Rio Blanco Ranch G- Rio Blanco Ranch Company (2) Colorado Department of•Health WATER QUALITY CONTROL DIVISION Drinking Water Program '4210 E. 11th Avenue Denver, CO 80220 (303)331-4530 DATE: June -11, 1993 100 YEAR FLOOD PLAIN CERTIFICATION RE: This Statement must accompany all Requests for Review, plans and specifications water wells and/or water treatment facilities submitted to the Colorado Department of Health. PROJECT TITLE: Rio Blanco Ranch County Garfield CONSULTANT: Peter BElau, P.E. Enartech, Inc. P.O. Drawer 160 Glenwood Springs, CO 81602 STATEMENT I hereby certify that a Professional Engineering judgment has been made after evaluating all available flood plain data from the Colorado Water Conservation Board, U.S. Army Corps of Engineers, Housing and Urban Development, County Government, local flood districts, etc. regarding a potential 100 -year flood threat to the well and water treatment facilities (Well or treatment plant) for Rio Blanco Ranch Co. Name of entity or district, etc.) In my opinion, these water works as located and designed, are not subject to flood damage by a 100 -year event, based on information enclosed from the USGS Quadrangle map showing the facilities out of the floodplain of the N. Fork White Rive asC- (Signature and'rlitle) (Date) (Date) Community Systems: Professional Engineer's Stamp 15402/0103m/lc ** INSTRUCTIONS ** Drinking Water Information Required for a Potable Water System Design Review by the Colorado Department of Health COMMUNITY: 1. One copy of a final design report explaining the scope of the project with respect to its purpose, need, alternatives considered, and a general description of the treatment process, with a Professional Engineer's seal. 2. One copy of a "Request for Review" form with the signature of the local health department and the signature of the facility owner. 3. One copy of the "100 Year Flood Plain Certification" with a Professional Engineer's seal. 4. One copy of a raw water chemical analysis for inorganics and sodium, corrosivity, radioactivity and Volatile Organic Chemicals (VOC's). 5. One copy* of the technical specifications with a Professional Engineer's seal. 6. One copy* of the final blueprint with a Professional Engineer's seal. 7. Well construction details if applicable including: a. The well log; b. Depth of pump; c. Pitless adapter; d. Grouting details; e. Sanitary well seal specifications; f. Well head elevation above ground (must be at least 12" above 100 year flood plain). g. Copy of the particulate analysis if depth is leas than 100 ft. 8. One copy of a financial plan showing: expected annual costs, rate structure, accrual of 0. & M. fund, financial capability, fee structure, etc. The financial capability portion should provide accessary capital for: continued operation, equipment maintenance and replacement, and required sampling (Colorado Primary Drinking Water Regulations), throughout the life of the project. NON—COMMUNITY: Non—community "Request for Review" applications must include the same information as applications for community systems, except professional engineering seals are not required, and only a nitrate chemical analysis is required. All information required must be submitted as a complete package, or it will be returned to the engineer. *Additional copies will be stamped and returned upon approval of project. 1540m/0103m G- JOAN C. KEPHART & CO. pfiNr0i)j).31CTIO.N LAOORATQIIIES •HONG pa-Nft• R•eet'.d no.0 CC: Ontome NG. Dote R• mind ab number ample ID '//1/93 ANALYTICAL REPORT Steve Coley/ Rio Blanco Ranch Meeker, CO Enartecht Peter Belau; L.bnteey No. rsenic(As) arium(Ba) admium(Cd) hromium(Cr) luoride(F) ead(Pb) :ercury(Hg) itrate(N) elenium(Se) ;ilver(Ag) :olor(Co/Pt unit) aH :onductivity®7.3 deg. C :odium(Na) :alcium(Ca) lagnesium(Mg) 'otassium(K) :hloride(C1) lulfate(SO4) 'hencl. Alkalinity(CaCO3 'otal Alkalinity(CaCO3) licarbonate(HCO3) :arbonate(CO3) )ieaolved Solids iardnese (CaCO3) 'urbidity(NZV) loron(B) :opper(Cul (ron(Fe) (anganese(Mn) (olybdenum(Mo) llvnonia (N) 'hosphate(P) Sinc(Zn) 5846 WATER 0.000 0.00 0.0000 0.000 0.11 0.001 0.00000 0.611 0.003 0.0000 25 7.4 270 3.1 32 13 2 3 10 0 127 154 0 218 133 35 0.04 0.006 2.33 0.101 0.000 0.000 0.04 0.008 GRANA JUNCTION. COLORADO MOT Glenwood be46 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 Springs. CO 7/22/93 water nen R.pmi.d Limits for Drinking Suggested by Colo. Dept. Health umbos/cm mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/I mg/1 G: e26 0.05 mq/1 1.0 mg/1 0.01 mg/1 0.05 mg/1 4 mg/1 0.05 mg/1 0.002 mg/1 10.0 mg/1 0.01 mg/1 0.05 mg/1 no official limit no official limit no official limit 20 mg/1 no official limit 125 mg/1 no official limit 250 mg/1 250 mg/1 no official limit no official limit no official limit no official limit 500 mg/1 200 mg/1 1 no official limit 1.0 mg/1 0.3 mg/1 0.05 mg/1 no official limit no official limit nn official limit 5.0 mg/1 Lab Dir.: Brian S. Bauer Form No. 1 QFFICE OF THE STATE ENGINEER ' GwS•2s' LORADO DIVISION OF WATER RESOURCES Centennial Bld9.. 1313 Sherman St.. Denver. Colorado 80203 8683581 APPLICANT LIC WELL PERMIT NUMBER 041491 - F DIV. _6.- CNTY 23 WD 43 DES. BASIN _ MD — Lot: Block: Filing: RIO BLANCO RANCH CO % STEVEN COLEY P 0 BOX 750 MEEKER, CO 81541 303-878-3444 PERMIT TO CONSTRUCT A WELL Subdiv: APPROVED WELL LOCATION COUNTY GARFIELD NE 1/4 NE 1/4 Section 29 Twp 1 N Range 88 W 6th M DISTANCES FROM SECTION LINES 50 Ft. from North .Section Line 400 Ft from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The Issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well to divert ground water tributary to North Fork White River, a tributary of the White River, at a point where unappropriated water is available for withdrawal. 4) The maximum pumping rate shall not exceed 40 GPM. 5) The average annual amount of ground water to be appropriated shall not exceed 1.9 acre-feet. 6) The use of ground water from this well is limited to commercial purposes for in-house use for 13 cabins, a residence, an office, a laundry, and a lodge. 7) The approval of this permit does not grant a water right. This well is subject to administration by the Division Engineer in accordance with applicable decrees, statutes, rules, and regulations. 8) A totalizing flow meter must be installed on the well and be maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 9) This well shall be constructed not more than 200 feet from the location specified on this permit. 10) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to .preserve these markings. 11) This well shall be constructed at least 600 feet from any existing well. Kin 8.1 1,92 . AILWVED: Receipt No z. f-;tuss DRILLER'S COPY O34216T Engineer DATE ISSUEF7\BY UG 171992 EXPIRATION DATEAU 1 I993 r A 000'93 13:3? TOWN OF MEEKER POAN MO. 0411 11/90 WELL CONSTRUCTION AND TEST REPORT , STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1. 2. WELL' PERMIT NUMBER Cy/v7/ ' f OWNER NAME(S) e/O. B4i¢it.CO fi4JvCy Mailing Address , O. r OM 2354-6a f Phone (5 3) rf 7t1 •-•544•-•544,/r•-•544,/rAIr< 3t 3. WELLLQCATIONAS DRILLED: 1/4 A ,y /r 114, Sec. 2 ? Twp,, / __�,langs__9$, DISTANCES FROM SEC. ONES: .SO ft. from lWSec. tine, and 4/00 ft. from 4i A flet. One. Opt Moret w tan (aye or win • SUBDIVISION: LOT BLOCK FIUNG(UNIT) STREET ADDRESS AT WELL LOCATION: City, St. Zl i2�'Fr-�('C' j ,p S t:24 9/ P. 01 03/4For 0tiM coy 4. GROUND SURFACE ELEVATION ft. DRILLING METHOD CAB' Tt70t- DATE COMPLETED= aT^/ S %.. TOTALDEPTii R: DEPTH COMPETED R S. GEOLOGIC LOG: 6. HOLE DIAM. (tn.) From (tt) To Qt Depot Deaodfon of MEOW crypt Slaw Colt, Waw Lo ellen) ww.C2—W, 1 C t c- 2.3 n pun Qu.. Z-1-- Er q 54-_80 cp til rt 7. PLAIN CASING TODD) Kind Wall Size From(ft) To(ft) S.sem PVA PERF. CASING: Screen Slot Size: P tit . 5 GN ye 7rj /00 REMARKS: 6. FILTER PACK: Material GAlltIa'L. Slzs Interval 10. GROUTING RECORD: Material Amount DensityIn erval Placement .�°h- 181Z /p- o Pi0P erg gift S. ACKER PLACEMENT: e Depth 1 DISINFECTION: Type 2 W T T DATA: TESTING METHOD Static Level .�. Pumping level Remarks Amt. Used *Le Check box If Test Data Is submitted on Supplemental Form. rR Lrn ft. Date/Time measured , Production RIO /re gPm• ft Oats/lime measured ,Tsai length (hrs.) 13. I halm mad da astemans made hank; and know the contra dread, and that It my are ow to my WtaMadgh IPWdwM to kodon 2 4.104 (10)(U 0.0.8.. tlW ms1dn9 GI Cale statements herein eonadtvtn Penury In the second degree and Is punishable u atlas. 1 mlademeenen] CONTRACTORW11�It P„arjp i ,ty• cara11 Phone( o4)i�?A -3r 0 Lc. No. ?7 Melling Address / rName/Title (Please type Or print) gnaturp Sl Date yp. �(�/OC•Le 7- Si 93 FROM : POUR TEC SYSTEMS, 1NC. PHONE NO. : 303 984 0312 PO WELL TEST FORM JOS wag litre t/..co 164,-4 LOCATIOtl, B.. 4'e.d/e►'r'hfa c TD. 10! DATE i'_21 _cj3 PUMP SITE JAS' I e w z• DROP PIM 90 0" 112' PIPE TO CASINOJLTO GROUND 2/ SURFACE CASINO E W mut CASING PUMP SETTING ! «rs. ,*Yr//Oi n+, aero TIME w DAY READING TIME ' PROBE READING l.ve 0 t° i 3 0.6 1 r-IS=I1 IA- 2 2 /7.2,5 1 t7-1 4 !7- 6 a 12-.6 • I)- 1 17-t 7 • / 7- %.:- • 17 - /o, c- 10 l8- o Ir.y 16 20 /H- W,r 26 I$-/0.3 30 [q-0 40 I7- y 00 I f•`,f 60 //-F 75/1:16 / 9- A 9011:30 tT -Saar 10611:46 0 - 9 12012:00 /y - 9. 4- 1601230 19 - /o64- 15013:00 I t - 0.3 7,3o 2104:30 /if -/0..1- o.r`/;oo (too 240/4:00 L/- w y'; c, 43074(101-' 2 2-- 3.r Poo 'lr .v+ Tj2-S 42017:00 41014:00 640!9:00 720112:00 900/15:00 1010/1 S:oo 1260/21:00 O.P.N. METER SECONDS COMMENTS RATE READING 30 2. C U 30 r Oi•rtY Fitt 3401-J,..C./r C/r4f, tr. 1 t% RECOVERY 21- 11-`f (74 IZ/0 12- 7.r- lZj.�s rz !Z -`t 2-.7.r 1.2' 11- 1.7 11 -11.7r - /O. ?C - H 5// - /0 1/- 9,s I1- S. �-s- /1- ff:2_S- i G nr Wry Lia, Sem),:. e'er sedan.. 0,07-4I t/. dcry ..4.../erg/ r" C/nk ,. +¢J.F 4; [/evr H L-A, Fi4r S • r i♦ is 36 4435 2'30" 4434 800 000 F (CENTRAL • • 4431011. CD 00 0 0 J lb O 9 Z / /oJ.4; 0 /,S' /4 O to II' w G N / m3a 4 0 o20 / o a v • 0 / awr / / e ° / // v H • / m / \\�/ / / A 0 0� 4 o / / / QQ7 ,>• 0\a Canyon Engineering, Inc. July 29, 2004 Tim Holliday Building Official Garfield Country 108 8t Street Glenwood Springs, CO 81601 RE: Johnson Cabin Rio Blanco Ranch Dear Tim: RECEIVED AUG 0 2 2004 U��NGL&P� LINTY In January 2000 I completed the design for the Johnson Cabin located at the Rio Blanco Ranch near Trappers Lake. The building was designed to be in compliance with the building codes that were current at that time to support live and dead loads appropriate to the location and intended use. If you have any questions, please feel free to contact me. Thank you. Sincerely, CANYON ENGINEERING, INC. Charles Peterson, P.E. Engineer Cc Josh Halstead f bhucMallarchive\329004 john on cabin (rio blanco)kert to county 073004.doc P.O. Box 398. Glenwood Springs, CO 81602. (970) 945-5138 . FAX (97o) 945-5138