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Home My WebLink Aboutpitkin.eh.264523410001 (2013) Barn11'KIN COUNT ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0036.2013.powt Parcel ID #: 2645-234-10-001 Permit Issued: ®NEW CDU ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Bruce T Halle Property Address: Legal Description: 390 Popish Rd Lot 8 Wildcat Ranch Size of Lot: 593.717 Size of Building: 2841 Acres Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: ❑YES ®NO The system is designed for: A Barn with 3 employees and a toilet, hand sink, and kitchen sink. Designed By: Phone #: Fax #: All Service Septic Project #: _ 970-618-5033 Mailing Address: 303-216-2796 Email Address: Perc Rate: 0.5 LTAR Minimum Tank Capacity: C1051 Dated PO Box 2844 Glenwood S Sq. Ft. Nugust 27, 2013 CO 81602 Profile Hole Depth: 8 ft (pit 1) Depth to Groundwater or Bedrock: 6.5 ft (pit 1) 141 gallons Minimum Absorption Area: 222 ft2 (30% reduction) Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for a new OWTS system for a reconstructed barn with 0 bedrooms and 3 employees. Groundwater was not observed in the second profile pit (pit 2), closest to the proposed soil treatment area at the time of the site inspection. The system shall consist of sewage flowing via gravity to a 1000 -gallon, two-compartment septic tank with an effluent filter installed in the second compartment. Effluent will gravity flow from the tank to a distribution box and then two gravelless chamber trenches. Each trench will have 12 Quick -4 chambers for a total of 24 chambers. The soil treatment area shall be a minimum of 50 feet to the irrigation ditches. Floor drains in the barn shall not be connected to the OWT system but connected to a dry well. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: �� - uS? Date: 10/02/13 Expires: in/n?/2m4 Installer:a. J n. e. License #: �,�- Reactivation Authorized by: Final Approval? By: Date: } KJ Gtv� 1 L? New Expiration Date: E] �P 0 1, 1 ir.. ", 1, PO Box 2844 Glenwood Springs, CO 81642 0nr , 974.618.5033 R(� Fax 303-216.2796 October 26, 2013 Clay Lowery cploweryAme.com Onsite Wastewater Treatment System (OWTS) Installation Observations Meadowbarn 350 Popish Road Pitkin County, Colorado OWTS Construction Permit Number 0036.2013.powt Clay, Project No. C 1051 W_ ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 9, 2013 for the subject property. Savage Excavation installed the system. The installation included a new 1000 -gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee. The inlet line and tee were not installed at the time of the inspection; however, a photo of the tee installation was provided by the installer. Effluent gravity flows to a distribution box, accessible from grade, and then to two gravelless chamber trenches. Each trench consists of 12 `Quick 4' Infiltrator® chambers fora total of 24 chambers and 237 square feet of infiltrative area. 6 -feet of undisturbed soil was present between each trench. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed By: Richard H. H 1000 -gallon, two-compartment Valley Precast septic tank Inlet tee Effluent filter Distribution box Absorption trenches b-teet of undisturbed soil between trenches / Good bedding around pipes A N --ank 0 10' 20' Scale: 1" = 20'-0" 1 DESIGN '1111111111F BARN BATHROOM & KITCHEN SINK ESTIMATED AVERAGE DAILY FLOW = 113 GALLONS DESIGN FLOW = Q = 1.5 x 113 = 170 GALLONS TANK: 170 x 30 HOUR RETENTION TIME = 212 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.5 GAL/ SQ FT CALCULATED ABSORPTION AREA = Q/LTAR = 340 SF 30% REDUCTION, TRENCHES TOTAL AREA REQUIRED = 238 SF 24'QUICK 4' CHAMBERS TWO TRENCHES, EACH WITH 12 'QUICK 4' CHAMBERS DITCH P-1 F-1 O OBSERVATION PORT 50' MINIMUM DITCH S TBACK 'QUICK4' CHAMBER a fn TRENCHES. 12 CHAMBERS P-2 PER TRENCH = 237 SF DISTRIBUTION \ BOX TO GRADE 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK EFFLUENT FILTER — 4" SDR -35 SEWER LINE -- WITH CLEANOUT (SLOPE 2% TO TANK) 4" SDR -35 SEWER LINE TO D -BOX _ (SLOPE 1% ) Propos (`^/, Propos n RECORD DRAWING BARN DRIVE Optional UM Edas of Drive Smo thiy Connect Proposed des with Ezisting Grades M iMatntn Historical Drain. e P.O. Box 2844 Meadowbam Ranch Date: 10/07113 n L Glenwood Springs, Colorado 81602 350 Popish Road Designed By: CBO record Se Phone 970.618.5033 Pitkin County, Colorado Fax 303.216.2796 SENVICf Checked By: RHP Project Number. C1051 Drawn By: ANG Sheet 1 of 1 f oo36. Zo13, u°owT ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO •81611 00 Phone: 970.920.5070 Fax: 970V0.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970.920.5160 or at www oitkim ssessor om1: e ?_7 / 1 j o COO/ v `7 / CO Purpose of Permit: O NEW ❑ REPAIR DUE TO FAILURE Q REMODEL/ADDITION iJ TANK ONLY ❑ FIELD ONLY Cost of System Repair or RemodellAddition (approximate): Cell Phone: 110 -7 f r —070ci !£, Property Address . • /'` Lot: cs} Block: FiilrV, Subdivision:, roperty Owner(s)': 90146e. ,-- Email Address: rwner's Mailing Address: P- ny City, State, Zip; lame Phone: Business Phone: (?70 Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): _)j rq f ttf tilt . Company: i` a IL rtf ,,v f i i f%t 7 111^ IC Contact/Applicant Mailing Address.,,_ City, State, Zip: Cell Phone: 110 -7 f r —070ci !£, Business Phone: �. ry r Cir Fax Number: 7c, 7 s Gj �� Email Address: { Building Permit# (if applicable): f —40 Lot Size (in acres): — 7� 7 Size of Building (square feet):Number of Potential Bedrooms: 2!)` r r Detached Accessory Unit?❑YES ❑ NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the AccessoryUnit: Water Source: ❑ PRIVATE WELL [3 SURFACE WATER El SPRING tai COMMUNITYJPUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): �„ q g Engineering Firm: Job Number. Phone Number. -7 t t ax Number: .L (%ft Ir C.01 %✓ Mailing Address:, r) City. State, Zip:, ItCz3 . %X 17 PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided comto and accurate information In of the documents included In my application package. I acknowledge that EHINR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature (Required): Date: Applicant Signature: Date: FOR OFRCE VeE OINL Received y EN/HR Sir Fee & Recei t Date: C1198.00 z/�18 2- 201 AA is ,',,,-- ntivrs Cnns2 orms W 15 construction permit app ication.xis Updatad: SO 7 OS L7:�� Ho PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303.216-2796 August 27, 2013 Clay Lowery c 1p oweEyAme.com Subsurface Investigation and Onsite Wastewater Treatment System Design Meadowbarn 350 Popish Road Pitkin County, Colorado Clay, Project No. C1051 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Aspen, in an area where OWTSs and wells are necessary. SITE CONDITIONS A barn with no plumbing presently exists. There is a desire to rebuild the barn and add a bathroom to the structure. A ditch runs to the north of the barn. A minimum 50 -foot setback will need to be maintained to the proposed absorption area. SUBSURFACE The subsurface was investigated by digging one 8 -foot and one 7.5 -foot profile pit and taking a soil sample from Pit 2 approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated August 19, Job No 113 064P. The materials encountered in the Pit 2 consisted of dark brown, dense, moist loam to 4.0 -feet, underlain by brown, dense, moist loam to a maximum depth explored of 7.5 -feet. No bedrock or groundwater was encountered in Pit 2. A pipe was placed in the Pit 2 to monitor for groundwater. Groundwater was encountered in Pit 1 at 6.5 -feet. The gradation performed by HP Geotech shows the soil consists of 5% gravel, 35% sand, 48% silt and 12% clay. The USDA soil type is classified as Loam. A long term acceptance rate (LTAR) of 0.5 gal/sq. ft will be used to design the OWTS. August 9, 2013 (ditch running) Page 2 Profile Pit 1 (P-1) 8 -feet (groundwater estimated at 6.5 -feet) Approx. 30 -feet from ditch. Profile Pit 2 (P-2) 7.5 -feet (no groundwater encountered) Greater than 50 -feet from ditch. DESIGN SPECIFICATIONS The OWTS design is based on fixtures to be installed in a barn for use by 3 people daily. The fixtures include a toilet, lavatory, and kitchen sink. An average daily wastewater flow of 113 GPD will be used. The installation must include a 1000 -gallon, two-compartment septic tank with an effluent filter on the outlet tee. Effluent will gravity flow to a distribution box, accessible from grade, and then to two gravelless chamber trenches. Each trench will have 12 `Quick 4' chambers for a total of 24 chambers and 238 square feet. There must be at least 6 -feet of undisturbed soil between each trench. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. 0 • Page 3 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed are of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating absorption systems, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled absorption area. Livestock should not graze on the absorption area. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm an absorption area. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of the absorption area due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. `.wr *4001 LIMITS: Page 4 The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC e6t'tt (�J_ os-�&As Carla Ostberg, MPH, REHS Reviewed Y Richard H • 0 ch HEPWORTH-PAWIAK August 19, 2013 CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostberts(cr�gmail.com 0 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945.7985 Fax: 970-945-8454 Email: hpgeo @ hpgeotech.com Job No. 113 064P Subject: Laboratory Test Results, 350 Popish Road, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation analysis on a sample delivered to our laboratory by you. The services were performed in accordance with our agreement for professional engineering services to you, dated March 20, 2013. Results of the gradation analysis performed on the sample are presented on Figure 1. The USDA Soil Texture Classification is Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parker 303-841-7119 • Colorado Springs 719-633-5562 - Silverthorne 970-468-1989 N 0' 20' 40' Scale: 1" = 40'-0" 2 W2.0 o I � 17-1 DRIVE I l 1 - - . 320 POPISH RD DRIVEWAY rc> m3 3� Zo n SITE PLAN IP'0. Box 2844 Meadowbarn Ranch Date: 08/27/13 ` Glenwood Springs, Colorado 81602 350 Popish Road , A' • O SEflYICE SCpt�G Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO VV Fax 303.216.2796 Checked By: RHP Project Number: C1051 Drawn By: ANG Sheet 1 of 3 N -==k— DESIGN BARN BATHROOM &KITCHEN SINK 0' 10' 20' ESTIMATED AVERAGE DAILY FLOW = 113 GALLONS Scale: 1" = 20'-0" DESIGN FLOW = Q = 1.5 x 113 = 170 GALLONS TANK: 170 x 30 HOUR RETENTION TIME = 212 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.5 GAL/ SQ FT CALCULATED ABSORPTION AREA = Q/LTAR = 340 SF 30% REDUCTION, TRENCHES TOTAL AREA REQUIRED = 238 SF 24'QUICK 4' CHAMBERS TWO TRENCHES, EACH WITH 12'QUICK 4' CHAMBERS 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER 4" SDR -35 SEWER LINE WITH CLEANOUT (SLOPE 20/ TO TANK) l 2 PROPOSED OWTS BARN DRIVE Optional Culvr Edqe of Drive Smo thly Connect Proposed G des ."t Exlsting Grades M intoinin Historical Drain. e I P.O. Box 2844 Meadowbarn Ranch Date: 08/27/13 L Glenwood Springs, Colorado 81602 350 Popish Road Designed By: CBO W2.0 SERVICE S�Pt� Phone 970.618.5033 Pitkin County, Colorado Fax 303.216.2796 Checked By: RHP Project Number: C1051 Drawn By: ANG Sheet 2 of 3 �P1 ` \ 50' MINIMUM s� DITCH SETBACK OBSERVATION PORT o, o� 0 e 'QUICK -4' CHAMBER �n TRENCHES. 12 CHAMBERS P-2/_ PER TRENCH = 237 SF DISTRIBUTION \ BOX TO GRADE 8' 4" SDR -35 SEWER LINE TO D -BOX 1 (SLOPE 194,. MIN. propos n 2. 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER 4" SDR -35 SEWER LINE WITH CLEANOUT (SLOPE 20/ TO TANK) l 2 PROPOSED OWTS BARN DRIVE Optional Culvr Edqe of Drive Smo thly Connect Proposed G des ."t Exlsting Grades M intoinin Historical Drain. e I P.O. Box 2844 Meadowbarn Ranch Date: 08/27/13 L Glenwood Springs, Colorado 81602 350 Popish Road Designed By: CBO W2.0 SERVICE S�Pt� Phone 970.618.5033 Pitkin County, Colorado Fax 303.216.2796 Checked By: RHP Project Number: C1051 Drawn By: ANG Sheet 2 of 3 DRAIN FIELD CROSS SECTION - TYP. INFILTRATOR(R) QUICK4(TM) CUT SHEET DO NOT GLUE FINISHED GRADE 4' PVC EFFLUENT LINE - 4" 52" OBERVATION SEWER LINE - 35 P.V.C. 4fi" PIPE 40 P.V.C. 4" PVC (EFFECTIVE LENG ) WIRE MAY BE INSTALLED TO OBERVATION 34" PIPE 1 3.5' max UNDISTURBED' SOIL L 2'min I6^ 6' min I LIMIT OF EXCAVATION LINES TO ENTER GRAVELLESS'QUICK-4' AND EXIT IN TOP SCARIFY SURFACE CHAMBER (4'x 3') PORT OF CHAMBER END PLATE PLAN VIEW - TYP. 12 CHAMBERS PER TRENCH CHAMBER DETAILS raT n CLEANOUT DETAIL Or To scut VELLESS'QUICK-4' MBER (4'x 3') FLUENT PIPE N SEPTIC TANK RIBUTION .S PLACED IN PORT OF CHAMBER END PLATES BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE 0000 INLET OUTLETS DISTRIBUTION BOX BAFFLE �SLOX DETAIL Of TD iilm Septic Tank with the Addition of an Effluent Filter - 1000 Gallon, 2 -Comp. /CoMrek IRsen\ ape pan Asay From a 7o Oft" to come 1' from ""of tank Inlet Tee— I ORENCO BRAND NAME NOT ENFORCED n TANK DETAIL P.O. Box 2844 Meadowbarn Ranch Date: 08/27/13 } Glenwood Springs, Colorado 81602 350 Popish Road W3.0 A ,�. O L 5CPf1C Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO VV SfflYICE Fax 303.216.2796 Checked By: RHP Project Number: C1051 Drawn By: ANG Sheet 3 of 3 Niter Cartridge Handk (field cut to desired lie lit) Tank Adapter (cast or bolted) Vet Orifice Effluent D'mcho g, kloduldng Dechorge Orifi Vault Inlet Porti Carlrk* at Filter SLIP-ON PVC CAP DO NOT GLUE FINISHED GRADE EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR SEWER LINE - 35 P.V.C. 4"SCHEDULE 40 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE n CLEANOUT DETAIL Or To scut VELLESS'QUICK-4' MBER (4'x 3') FLUENT PIPE N SEPTIC TANK RIBUTION .S PLACED IN PORT OF CHAMBER END PLATES BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE 0000 INLET OUTLETS DISTRIBUTION BOX BAFFLE �SLOX DETAIL Of TD iilm Septic Tank with the Addition of an Effluent Filter - 1000 Gallon, 2 -Comp. /CoMrek IRsen\ ape pan Asay From a 7o Oft" to come 1' from ""of tank Inlet Tee— I ORENCO BRAND NAME NOT ENFORCED n TANK DETAIL P.O. Box 2844 Meadowbarn Ranch Date: 08/27/13 } Glenwood Springs, Colorado 81602 350 Popish Road W3.0 A ,�. O L 5CPf1C Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO VV SfflYICE Fax 303.216.2796 Checked By: RHP Project Number: C1051 Drawn By: ANG Sheet 3 of 3 Niter Cartridge Handk (field cut to desired lie lit) Tank Adapter (cast or bolted) Vet Orifice Effluent D'mcho g, kloduldng Dechorge Orifi Vault Inlet Porti Carlrk* at Filter qA o N OF ^ss s>kayo �--� 0� �q SIM �g0 ry. -- Jam., ate zmma�o _ °° ow_zm _ z �„11 5 -�wWB mw ° Mo >.o 1. o omw W. Q U W Q : 4 J y 06 r A U m .Id 'f I[ZOO LL ZOO weg —PeaW a11eHlIaW W web —P -N all°H lNleg m°PeaWrsl�aladlYP9daOlpwgr Alk 91 WOO".1N30H'MMM-OOY210'103139tl"Il1A SSO'WMONS z �'r ' s'.�3a'�O�r R«<+ sssrsea a<m xva s<sesrero«anoxa HONVN IVOOIIM`S OY3J.SSWOH n ios�s oo •w�waas aaoMn�o ASAIS SNOWONOO HA9NLLSIX3 w ® �' �o� �s •annanv asr,a <m� e. O Lo8tl61�ZZ onauv` uo nli OOtlMOlOOSStlWMONS ry S .�°�� +>3 Non;in3e azva on tea, 'DNI `9NR133N19N3 AL1NIlOD H91H ON� iaa.ur+�atl coma atlas ^ i�. gwo W r; a s I ff O a Y Q �n o 2 oe z< 0, z 4 O k� }_ IL ; gt Z 0' F` es `ag k � IL rF LO Q 417 i F awo r W g ae ag $ i Q O84 .s � b 2 U° w0 U) F Zw1 Y U) I y - W L vA O Z Ln LL A O iW Ea 0 s to W W L n t 1 \) $44 aA=•� 3t�s° �g�ygs ei�6a Y�a4� W 1 L D C A T It A N C H To: Pitkin County Environmental Health Department Fr: Mike Thomas — PWS 0149-185 Date: August 29, 2013 This is to verify that lot 8, 350 Popish Rd., Wildcat Ranch, Snowmass Village has adequate water to supply the barn remodel currently under review by the Pitkin County Health Department. The barn is serviced by the Wildcat Ranch water system, a public water system. Wildcat's public water system id is 0149-185. WILDCAT RANCH ASSOCIATION 0875 WILDCAT WAY • P.O. BOX 274 S N O W M A S S, COLORADO 8 1 6 5 4 TEL 970.923.2841 • FAX 970.923.2157 Mea�Dwbc�-►�_ The Halle residence at Wildcat Ranch is located at 350 Popish Road. The ranch entrance is approximately 4 miles from the Aspen Airport and 9 miles from the city of Aspen. From The Airport: Make a left onto HWY 82. Shortly after passing Brush Creek Rd, make a left on Lake Wildcat Rd at mile marker #33. The road is unmarked but has a very large rock at its entrance. From I-70: Exit at HWY 82, Glenwood Springs. Make a right off the exit, right on 6th St., and right on Grand Ave. (HWY 82). Continue for 32.6 miles. Make a right onto Lake Wildcat Rd. at the large rock. Gate Code is #4600 \ ` 3 Miles From Hwy 82 Popish road continues around the corner and Halle Driveway starts Popish Rd. here at the stop sign _ New Barn Green House Old �OGuest House Truck ��Turnaround Main House Lake Wildcat Rd. N S dow Barn (WCNBP) E Project is here Hwy 82 Wildcat Ranch Halle Residence Map Aspen Airport w P p Popish makes a sharp right turn near the entrance to the Halle's property. The driveway is approximately 1 mile long. A barn is located on the left, a pond on the right. The guesthouse is on the left 1/2 mile from the entrance to the property. The main house is at the top of the driveway. 0 0 N OT u s E G P S.