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HomeMy WebLinkAboutpitkin.eh.264929100007 (2014)COU N'r� Permit #: 0019.2014j.powt ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2649-291-00-007 Permit Issued: ®NEW ]REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY []AMENDMENT Owner(s): Nathan Feldman Property Address: Legal Description: Size of Lot: 10.74 101 Cherokee Ln Size of Buildinq: <6000 Acres Detached Accessory Unit: Sq. Ft. Size of Accessory Unit: _ ®YES []NO 1 bedroom Sq. Ft. The system is designed for: 4 bedrooms (3 bedrooms in the Main house and 1 bedroom in the CDU; The loft in the main residence is not considered a bedroom for purposes of this permit) Designed By Phone #: Fax #: All Septic Service Project #: C1041 970-704-0484 Mailing Address: Email Address: Perc Rate: LTAR 1.0 Minimum Tank Capacity Profile Hole Depth 1125 oallons Dated: July 17, 2017 8 ft Depth to Groundwater or Bedrock: >8 ft Minimum Absorption Area: 630 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 OWTS is designed for 3 bedrooms in the main residence and 1 bedroom in the CDU. The system shall consist of sewage flowing via gravity from the main residence and CDU to a 1250 -gallon concrete, two-compartment septic tank with an effluent filter installed in the second compartment. Effluent will flow via gravity to a distribution box which will equally feed a 4 - trench soil treatment area. Each trench will have 16 Quick -4 gravelless chambers for a total of 64 chambers. The soil treatment area shall be a minimum of 50' to any stream/pond, 10' to the property line, 100' to any well, and 25' to the dry gulch. Do not install the septic tank in the driveway unless it is a traffic rated tank. 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 B _ � � c� Date: 5/20/2014 Expires: n.5/20/2015 Installer: "`` License #: Reactivation Authorized by: Final ApprMal Issued By: Date: _ i New Expiration Date: ElFWpaid r J e � � iTxIN CO L� N T 00R -7-0141 POW J SITE WASTEWATER TREATMEh. SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd . Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www. itkinassessor.or ): Purpose of Permit: NEW F1 REPAIR DUE TO FAILURE ❑ REMODEL/ADDTTION El TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: Lot: Block: Filing: Subdivision: Property Owner(s)*: Em 'I dl Ad Nat ka n r i Owner's Mailing Address: City, State, Zip: Home Phone: Business Phone: / _ a- _ J 73 2 *Contact information must be provided for the owner signinq this application. Primary Contact Prson/Applicant if\ of owner): Company C Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: 40ness Phone: Fax Number: Email Address: C Building Permit # (if applicable): Lot Size (in acres): 7 Size of Building (square feet): C (00'� O S6_�r Number of Potential Bedrooms: 3 Detached Accessory Unit? RYES ❑ NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: [ RNATE WELL ❑ SURFACE WATER ❑ SPRING G1' COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): _ Engineeflirla Fi Job Number: Phone Number. Fax Number: u 'fie _0 2-5 cl Mailing City,State, J3 Ro .l 0Y1lLG//O D 2-0"` EASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR 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: CQ_ 1IC C FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: G: OWTS March 8, 2008 NEW R GS 0 ice - A min Forms OWT Const Forms OWTS construction permit app ication.x s Up ate 10/7/08 ALL33 Four Wheel Drive Rd Carbondale, CO 81623 970.309-5259 ofla �!Z� October 27, 2015 Nathan Feldman nkffeldman(abhotmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 101 Cherokee Lane Piktin County, Colorado OWTS Construction Permit 0019.2014.powt Nathan, Project No. C1041 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on September 9, 2014 and April 2, 2015 for the subject property. Crawford Design Build installed the system. The installation included a new 1250 -gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Effluent flows to a distribution box, accessible from grade, and then to five gravelless chamber trenches. Each trench consists of 11 ARC ADS chambers for a total of 55 chambers and 678.7 square feet (using 12.34 square feet per chamber). At least 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 A k\ Richard H w Clean out outside of house After risers and final grading (tank location prior to adding risers) Clean out Inlet tee E Installation of distribution box and piping Distribution box with speed levelers, accessible from grade Trench installation ,^'�� _� � rsx z%' �1►, - � _g �� 'r.,x— a �, '"� , . r� � 4 . �. N CDU 0' 10' 20' Scale: 1" = 20'-0" u 4" SDR -35 SEWER LINE WITH CLEANOUT TO TANK (MIN 2% SLOPE) TIES INTO SEWER LINE IN MAIN HOUSE 3 -BED. RES. 50' WELL OFFSET THE LOCATION OF IMPROVEMENTS SHOWN ARE NOT A RESULT OF A PROPERTY SURVEY. U 4" SDR -35 SEWER LINE WITH CLEANOUT TO TANK (MIN 2% SLOPE) 1250 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER 4" SDR -35 SEWER LINE TO D -BOX (MIN 1% SLOPE) I DISTRIBUTION BOX TO GRADE ARC ADS CHAMBER TRENCHES. 5 ROWS OF 11 TION PORT r1 RECORD DRAWING _ m -o I 33 Four Wheel Drive Road Feldman Residence Date: 10/27/15 RL Carbondale, CO 81623 101 Cherokee Lane 970-309-5259 Pitkin County, Colorado Reviewed By: RHP record Carla@allserviceseptic.com Designed By: CO SERVICE Project Number: C1041 Drawn By: ANG Sheet 1 of 1 *a: ti, ; ti SX,,w j Rd, N�N��, t�C t Rid S 1 : 910 a:tl.'S)- nj fax w jtt 9',tt FO14 6t#F,rcp« a aw'wea4 Flow a» pith. Cc.u� A"-*Qe* Ottfe' at aw`x i t ras t¢ �r P„?,%i 1 rtitux�iricx� t t t u�K �x�tv AM RL t t t tt�c� Ow tl.i+ oar svwv Uw !:EASE REAS) 6EF')RE SIGNING: I ow” that the above kdwmzdw is comptete and accurrte and that i hws provided ewnplete and macuratr irtfortnation In all althe documwttts b+oluded in my applicadon package. t scbwwtsdgo that E"R may revoke any pKmit t am Issued it my sppticadon is found to co"wn any inaccirata, my s or cation dk+g irttormation. f tmderstand"no consOuction may be undertaken on on OWTS unt l an OWTS � taeftatt is SERGE USE C44LY ved by ENMR Stall. Fee b Receipt Y: ONS., E WASTEWATER TREATMENT (STEM (OWTS) CONSTRUCTION PERMIT APPLICATION CHECKLIST 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 A complete application package must be presented at the time of your pre -application conference for acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. >1 OWTS Construction Permit Application (completed) Site PlapK Please indicate the type of document to be submitted below. 11" X 17" and/or ❑ Electronic document emailed to ehnr(cilco.pitkin.co.us before the date of the pre -application conference All designs must be 1" to 20' in scale. Site plan must include locations of existing wells, buildings, property lines, ditches, water lines, springs, irrigation lines, drinking water cistems, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Soil Testing Notification & Report (must be provided by a PE) F� This Department should be notified when soil tests are conducted. A 2% 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. n Report must include percolation test results and the soil profile evaluation. Building Floor Plans i'Vct i v -A : 3 bc� f rv-\ S (✓D Lk - [ ❑ 11" X 17", or submitted electronically to ehnr@co.pitkin.co.us b4fore the date of the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals J Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnr(cr7co.pitkin.co.us with confirmation of the exemption. ❑ 24" X 36" and [] 11" X 17", or electronic document emailed to ehnr(cDco.pitkin.co.us before the date of the pre -application conference ❑ Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the property (e.g., Resolutions, Administrative Decisions, recorded easements). Comments from EH/NR regarding Land Use review referrals can be accessed by opening htt,o://www.aspenpitkin.com/pdfsldei)tsl7llanduse.pdf and clicking the blue link in the "Referrals" column. Referral comments more than 2 years old may need to be requested from the County Planning Department. Construction Management Plan ❑ Required & Obtained ❑ Not Required Requirements: http://www.aspenpitkin.com/Pdfsldeptsl7/CMP Manual.pdf Forms: http://www.aspenpitkin.com/deptsl7/bldgdiv.cfm Proof of Adequate Water Supply S Lk Sad-, Pea (-S'o i-) Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code ate systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final ; ygmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. [ 'public systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial Site Inspection U All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. Applicable Fee H OWTS Construction Penni - $1,023* [ J Tank Only: $523* *There is an additional Administ ee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH Department. G:\OWTS March 8, 2008 NEW REGS Office - Admin\Forms\OWTS Const Forms\OWTS Construction checklist.xls Updated:3 20 09 H t IF 111iWY� July 17, 2013 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303.216-27% Nathan Feldman nkffeldman2hotmail.com Project No. C1041 Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Residence / l -Bedroom CDU 101 Cherokee Lane Pitkin County, Colorado Nathan, 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 Carbondale, in an area where OWTS and wells are necessary. SITE CONDITIONS The property is currently undeveloped, with the exception of a shed and the well has been drilled. The well must be located a minimum of 50 -feet from the tank and 100 -feet from the absorption area. There is a dry gulch located to the south of the proposed residence. This gulch will be back-filled. SUBSURFACE The subsurface was investigated by digging one 8 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated July 11, 2013, Job No 113 064J. The materials encountered in the profile pit consisted of 6 -inches of topsoil, underlain by brown, loose, loamy sand to 4.0 -feet, underlain by a layer of 3 -inch cobbles to 5.0 -feet, underlain by brown, dense, loamy sand to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. The gradation performed by HP Geotech shows the soil consists of 12% gravel, 73% sand, 12% silt, and 3% clay. The sample tested has a USDA Soil Classification of loamy sand. A long term acceptance rate (LTAR) of 1.0 gal/sq. ft will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms in the proposed residence and 1 -bedroom in the caretaker dwelling unit (CDU). The CDU may be connected to the tank through the plumbing in the 3 - bedroom residence or around the residence to the inlet of the septic tank. An average daily Page 2 wastewater flow of 600 GPD will be used. The installation must include a minimum 1250 -gallon, two-compartment septic tank with an effluent filter on the outlet tee. Effluent will gravity flow to four gravelless chamber trenches. Each trench will consist of 16 Infiltrator® `Quick 4' chambers OR 13 ARC ADS chambers. There must be at least 6 -feet of undisturbed soil between each trench. 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. 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. The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. 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 a drain field. 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 drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. 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. Ii LIMITS: Page 3 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 ('a� (a o &&Ls Carla Ostberg, MPH, REHS Reviewed Richard H OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name i Parcel ID # Minimum tank capacity 1125 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 900 sq. ft. of absorption area required Absorption Area (—Q/1 5 X SQW pere rate) 3AqT14 SECONDAPY TRF 4 T� 4E A= 900 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 810 900 82 91 Dosing 720 720 73 73 Chambers 630 810 64 82 --Mss A41awa La— 450 630 46 64 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 810 900 82 91 Dosing 720 720 73 73 Chambers 630 810 64 82 Max Allowable 450 630 46 64 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = H � tech HEPWORTH-PAWLAK July 11, 2013 n Hepworth-Pawlak Geotechnical, Inc, 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 Email: hpgeo@hpgeotcch.com hpgeotech.com CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostberg(&P,n1ai Leon Job No. 113 064J Subject: Laboratory Test Results, 101 Cherokee Lane, Swiss Village, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation and hydrometer 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 and hydrometer analysis performed on the sample are presented on Figure 1. The sample tested has an USDA Soil Texture Classification of Loamy Sand. 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 Aft USDA GRADATION TEST RESULTS Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 APPLICANT NATHAN FELDMAN 1820 WEST 2ND DURANGO, CO 81301- WELL PERMIT NUMBER 39554 A DIV. 5 WD 38 DES. BASIN MD Lot: 46 Block: Filing: Subdiv: SWISS VILLAGE APPROVED WELL LOCATION PITKIN COUNTY SW 1/4 NE 1/4 Section 29 Township 9 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 2946 Ft. from South Section Line 1905 Ft. from East Section Line 1095 (720) 219-7738 UTM COORDINATES (Meters.Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS 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 this permit does not ensure 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 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 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 39554. The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as a well on a tract of land of 10.74 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 29, Twp. 9 South, Rng. 88 West, 6th P.M., Pitkin County, more particularly described on the attached exhibit A. 5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than two (2) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 6) The pumping rate of this well shall not exceed 10 GPM. 7) This well shall be constructed not more than 200 feet from the location specified on this permit and not more than 200 feet from the location decreed for Nicholson Well in case no. W1990 (decreed location is 2946 feet from the South section line and 1905 feet from the East section line). NOTE: Section 29 is an irregular "TALL" section. NOTE: Expired permit no. 39554-A (issued June 28, 1988) was previously issued for this parcel. �— ?i, �. NOTE: Parcel Identification Number (PIN): 49-2649-291-00-007 NOTE: Assessor Tax Schedule Number: R007946 �'2/ 1 �,� 0/.2 APPROVED DMW T State No.9503526 OF 221-c �J COLORADO DIVISION OF WATER RESOURCES Office Use Only RF CEtV Form GWS 44 (05/2011) DEPARTMENT OF NATURAL RESOURCES DESNVER, CO 80203 M NST., ROO1 M 821,, Mani 3 3E 38Fax: D 866-3589 MAR 0 7 2012 RESIDENTIAL Note: Also use this form to apply for livestock wateringTB Water Well Permit Application r� ►12 WATER RESO(2cES [ STATE ENGINEER Review form instructions prior to completing form. iMA SOLO. ER The form must be completed In black or blue ink or ed. typed. ENGINEER ,EL�c � � � /13.x.2 �j 1. A ticant Information 6. Use Of Well check applicable boxes) Name , See instructions to determine use(s) for which you may qualify ❑ A. Ordinary household use in one single-family dwelling (no outside use) Ma�tq e Qf 8. Ordinary household use i 1 to 3 single-family dwellings: Number of dwellings: Home garden/law irrigation, not to exceed one acre: ' _/ area irrigated C3 sq. ft. 0 acre (Q Domestic animal watering - (non-commercial) ❑ C. Livestock watering (on farm/ranch/range/pasture) city state O C© Zip e ) 0 t 1 Pi1301 �3 Telephone # ( TX) —2 C1 -�3� E -mal I Iry '`� 2. Type Of Application (check applicable boxes) onstruct new well ElChange source (aquifer) Replace existing well ❑ Reapplication (expired permit) ❑ Use existing well ❑ Rooftop precip. collection 7• Well Data (proposed) Mammtan pumping rate gpm Annual amount to be withdrawn � sire -feet ❑ Chan a or increase use ❑ Other: 3. Refer To (if applicable) Total dal ^ pth caxtJ� feet Atµiler -{- I b t(` t Wdpermit w;7 waror case #�D Designated Basin Determination # Wei a # B. Water Supplier r SD Vl Is this parcel within boundaries of a water service area. ❑YE NO Ill'yes, ovide name of supplier 4. Location Of Pro osed Well Importantl See Instructions) cooly , ,' rz Sva 9. T pe Of Sewage System `N or ane 114 Septic tank /absorption (each field S nship N ors / R E or�W/ pratci!'�an �i"- ❑ i!d 8 ❑ Cl ❑ Central system: District name: ❑Vault• Location sewage to be hauled to: w from section lines (section ti are typicall not rty Imes) lei Ft. imm ❑ N IS Ft from ❑ W ❑Other (attach copy of engineering design and report) F scams weft only -distance and a old well to ^ well 10. Proposed Well Driller License # o tional : C{ r etf�P.4 t�oi�.diret�ion wdrocationaddress (Include City, State. Zip) 0 Check 9well address issame asinitem ,. 11. Signature OfApplicant(s) Or Authorized Agent x01 klee The making of false statements herein constitutes perjury in the second CA(f o �Vt degree, which is punishable as a Gass 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). he read the statements herein, know the contents thereof tate I he are true t0 Ied e. Opti"; GPS well llocationiinformationM UTM for GPS trait settings ora as tallows: Forest must be UTM Sign orl("ItbeA404fialsignatu Date ❑ Zone 12 or ❑ Zona 13 Easbng: Units must be Meters-^ Datum must be NA083 Uni(mus(be set to true north Northing: Pori nam 1ZWas �t(k a(A GPS unit cheated for above? C1 YES Remember to set Datum to NAD93 _7 {� i/YJC( K 5. Parcel On Which Well Will Be Located Offi a Use Only YOU MUST ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL USGS map name DWR map no. SuRace elev. A. Y u must check and co eYe oneofthe followin / 1 Subdivision: Name �7 b_): 1 llcLq(?-_ S -s Lot 'tG BIWA Filing/Unit WOT-e r Receipt area only ZARFk1-eL,4R ❑ County exemption (attach copy of county approval & survey): I?f'11- ,r '�«� b Name/# Loi # ❑ Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prior to June 1, 1972, and a current deed ❑ Mining claim (attach a copy or the deed or survey): Name/# P _. .. - . -.... __..._� - ❑- Square ar as este e�nlfem d" ` �� - —"�" ' - _.-AQUAMAP - lac4, ��u��-�```9 ❑ Parcel of 35 or more acres (attach a metes and bounds description or suvey) WE a(e: 3fTP20 1 47: 0 AM ❑ Other (attach metes &bounds description or survey and supporting doccanents) WR-%� r7t Q Q 00 -7 CREDIT .v R I..AR $8U.U0 El. # of acres in parcel C. m you the owner of this parcel? 7 S ❑ NO (if no - see instructions) CVVCB TOPO _10, E). Wil this be Ste only well on this parcel? YES ❑ NO (if no - list other wells) MYLAR SB5 DIV WD BA _ MD # 1 Sri 3-s-1 V.- ,-� ^-v r/4 F, I J IN THE DISTRICT COURT IN AND FOR IN WA,1,E_(i:0.J'-!T WATER DIVISION NO. 5 Division Tau. i STATE OF COLORADO DEC 06#73 CASE NO. W- 1990 gf&TE OF LgRa'y) IN THE MATTER OF THE ) APPLICATION FOR ) WATER RIGHTS OF JAMES L. NICHOLSON & OLETA E. NICHOLSOD IN THE CRYSTAL ) RIVER OR ITS TRIBUTARIES ) TRIBUTARY INVOLVED: j IN PITKIN CoUtf ) RULING OF Tfv[;�� qt~CEIVE:D ABSOLUTE DECREE FOR UNDER GROUND WATER RIGHTS And the Referee having made the investigations required by Article 21 of Chapter 148, C.R.S. 1963, as amended does hereby make the following ruling, to wit: This application was referred to the Water Referee of Water Division No. 5 on the 6th day of September , 1971. MAR 0 7 2012 WATER RESOU�CES STATE ONGOIN ER 1. Name of Applicant James L. Nicholson and Oleta E. Nicholson Address 3124 Wesley; Fort Worth, Texas 2. The name of the structure is Nicholson Well. 3. The Legal description of the structure is: The well is located in the SWkNEk of Section 29, T. 9 S., R. 88 W. of the 6th P.M. at a point whence the East Quarter Corner of said hSeectio;nn29 bears S. 80°52.24" E. 1930.36 feet; said well 4. Then�ep�ft 3� he6we°lfl yerker's Swiss Village Subdivision. 150 feet. 5. The date of initiation of appropriation is October 15, 1969. 6. The amount of water claimed is 0.022 cubic foot F&1- 8. second of time 7. The use of the water is domestic. SQ' �6 The State Engineer`s number is9. The Priority date is October 15, 1969. �S �ZL C/O'S 10. The date of the application was August 21, 1973. \ 2 C yC a 130 It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved and granted the indicated priority; subject, however, to all earlier priority rights of others. ^/oTrf Ser7�• en . It is accordingly ordered that this ruling shall become effective upon filing with the Water Clerk, subject to Judicial review as provided by law. ti -t�LOo F7 Al', -T Done at the City of Glenwood Springs, Colorado this �j� day of 192.3. No protest was filed in this cattor The foregoing ruling is confirmed and approved, and is made the Judgment and Decree of this court. Dated:'/km- /-1). 7'/ ater Judge Water Referee Water Division No. 5 State of Colorado Parcel Detail t( it FAX yg,4gr '4 ?S"OF3-� .%� S, 14 74 Page 1 of 1 Pitkin County Assessor Parcel Detail Information Assessor Prolerty Search I Assessor Subset Ouejy I Assessor Sales Search Clerk & Recorder Reception Search I Treasurer Tax Search Search Basic Building, Characteristics I Value Summary ?FGEIVED MAR G 7 2012 WATER STATE Parcel Detail I Value Detail I Sales Detail ( Residential/Commercial Improvement Detail Owner Detail I Land Detail I Photographs Tax Area J1 6ccount Number arcel Numbe 2011 Mill Levy , r 019 R007946 264929100007 62.237 Primary Owner Name and Address SANTACROCE C W 8683 SANDY PKWY SANDY, UT 84070 Additional Owner Detail Legal Description Section: 29 Township: 9 Range: 88 PARCEL IN SW4NE4 OF SEC 29-9-88 LYING ELY OF CENTERLINE OF A 30 FT RWY DESC BY M/B IN BK 258 PG 120 CONT 0.54 AC MAL A PARCEL IN E2 OF SEC 29-9-88 WHOSE ELY BOUNDARY IS CENTERLINE OF A 30 FT ROAD EASEMENT DESC BY M/B BK 258 PG 122 CONT 10.197 AC M/L BK 584 PG 607 & PG 609 Location �+ Physical Address: 101 CHEROKEE LN CARBONDALE Subdivision: �! Land Acres: 10.740 �- Land Sq Ft: I 0 Section —�� Township 29 9 Range+� 88 http://pitkinassessor.org/assessor/Pareet.asp?AccountNumber=R007946 2/29/2012 • ® J t1 � O n (00 s U c'7 Q w O J N y !d ► 0 Z ® 2 N Q s? — U x c c �♦ QdNd C �Tm�m3 oc ; Q z M, uai Ln Bo. Lo BlZM °mm - g ii $ a �NNo��,°m a m M �TEm� Z OO C C 0000 Z C13 O nm`o LL X> m O .°. E a m Q J a m Z is ° 0 °'mtamIZ m G 0 Y Z ao 3- _ Q_ {�.MAS 7 25 M p w M h U �,,. d 4a a a m c: O LU 2012 ♦� 3 Nl a 'O 3 3 a 3 z N Of o W v :H U_ N mE-m°8 Q w :° R ► 0-1 O s o o a► Ci 0 8 _ c� a x c� f -CD 3; x Q®®❑❑®❑QN a s v' nao9`o y RESOURCES ° J c °' m`o " NATE ENGINEER W Q, ao �+ m m m h y o R o €mnm w COLO. O ► h eo O2.0 Lu 9pO��To $ •: O C � y L U � Yl � c - m ► O £ • ► Z i iC' m►�' Jd�% Ua ► UZY mnN�iD=Op 0NKw C a J w OZ ooZ ° a >- t ❑ O h ZC :0000 tuhn i� OM 00 �w _ Liw �N'_ E� N ai L N Q fair CYrL 0 E is "a y 1-0 Ou vZ 1L 007'7 Of N O O CL cv 5 � 0 O � Q 8�8 A Wo { � I C a tuhn i� OM 00 �w _ Liw �N'_ E� N ai L N Q fair CYrL 0 E is "a y 1-0 Ou vZ 1L coo N O O cv 5 � 0 O � S_ I C a Qca 4... L = s, c cu I � a kl.l pgj N CL O 1 3 q C Ut 3 1 I lie sawWY"sem - WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER ' - FOR OFFICE USE ONLY RECEIVED DEC 13 2012 JER RESOURCES COLO APPROVAL # GWS31-91-03 L WELL PERWr NUMBER 39554-A 2 Owner Name(s): Nathan Feldman Mailing Address: 101 Cherokee Lane City, State, Zip: Carbondale, Co 81623 Phone # 3 WELL LOCATION AS DRILLED SW 1/4 NE 1/4 Sec: 29' DISTANCES FROM SEC. LINES ft. from Sec. line and ft. firom Sec. line OR Easting: SU13DMSION: Swiss Village LOT: 46 BLOCK: STREET ADDRESS AT LOCATION 9 S e: 88 W 61h PM Rang 3 06 806 Northing: 43 47 041 FILING (UNIT): 4.1 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 9/112012 TOTAL DEPTH: 325 DEPTH COMPLETION: 325 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (ft) - oofUaterial Size, Color, and T 9.0 0 63 000-M Dirt, Rocks, Cobbles 6.5 63 325 060-100 Brown Weathered Sandstone 100-325 Eagle Valley Evaporites 7. PLAIN CASING OD (in) Kind wall Size From (ft) To (ft) 7.0 Steel 0.240 -1 63 5.5 PVC 0.250 57 230 PERF. CASING: Screen Slot Size 5.5 PVC 0.250 1 230 1325 Water Located: 230, 270+ Remarks : 8. Filter Pack Material : Size . Interval 9. Packer Placement Type Depth . 10. GROUTING RECORD Material Amount Density Interval Placement Cement 7 sks 6 gaM 1040 poured 11. DISINFECTION : Type : HTH Amt. Used: 4 oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 225 ft. Date/Time Measured 9/11/2012 Pumping Level : Total ft. Date/time Measured 9/11/2012 Test Remarks : Production Rate 10+ gpm Test Length: 2 hours 13. I have read the statements made herein and know the oontmts thereof; and that they ere hue to my lmowledge. (PuruW to Seolion 24-4-1-4 (13xa) CRS, the making of false stets �stitatw m �e semmd do®ree and is punishable as a class 1 misdemeanor.) COr atNTIAC�1'OR Shelton Drilling Corp. Phone: (970) 927-4182 Mailing Address: P.O. Box 1059 Basalt,621 Lic. No. 1095 Name / Tide (Please Type or Print) Wayne Shelton / President Si Date 9/1820I2 ORIGINAL State of Colorado Water Resources - View Well Details: Receipt 9503526http://www.dwr.state.co.us/WellPertnitSearchNiew.aspx?receipt=9503526 1 �4. calorado DepaiVnent of Natural Resorx0e5 Colorado.gov I Contact Us v 9J 0faA40 DOiV a I a h JJ Colorado's Well Permit Search Well Constructed Help Last Refresh: 4/10/2014 12:03:19 AM Receipt: 9503526 Division: 5 Permit #: 395h4- -A Water District: 38 Well Name / #: County: PITKIN Designated Basin: Management District: Case Number: W1990 WDID: -7 Applicant/QMrners History Date Range Applicant/Owner Name Address City/State/Zip Unknown - Preset FELDMAN NATHAN 1820 WEST 2ND DURANGO, CO 81301- [-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines SW NE 29 9.OS 88.OW Sixth 2579 N 1775 E Northing (UTM y): 4347041.0 Easting (UTM x): 306806.4 Location Accuracy: Spotted from section lines Physical Address Subdivision Name SWISS VILLAGE City/State/Zip Filing Block Lot 46 Parcel ID: 49-2649-291-00-007 Acres in Tract: 10.74 [-] Permit Details - Date Issued: 02/29/2012 Date Expires: 02/28/2014 Use(s): DOMESTIC Aquifer(s): ALL UNNAMED AQUIFERS Special Use: Area which may be irrigated: 1 ACRES Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No No Yes Cross Reference Permit Number Receipt Description Permit(s): 39554-- 9117133 Comments: Replace exisiting well. X -refer file nos. 39554 & 39554-A(EP) & case no. W1990, Nicholson Well. Limit use to 2 SFD, 1 acre lawn & garden irrigation & water stock & poultry on farm/ranch. Tax #R007946. Note section 29 is an irregular "TALL" section. [-] Construction/ Usage Details Well Construction Date: Pump Installation Date: Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 325 230 325 225 10 Lic # Name Address Phone Number Driller 1095 SHELTON, WAYNE BOX 1059 BASALT, CO 81621 970-927-4182 [-] Application/ Permit History Well Construction Report Received 12/13/2012 Permit Issued 02/29/2012 Application Received 02/21/2012 [-] Imaged Documents Document Name Date Imaged Annotated Well Construction & Test 12/20/2012 No Original Replacement File 03/20/2012 No Copyright © 2009 Colorado Division of Water Resources. All rights reserved. Home I Contact Us I Help I Water Links I Colorado.gov I DNR I Privacy Policy I Transparency Online Project (TOP) 1 of 2 4/10/2014 3:20 PM RECEPTION#: 599206, 05/02/2013 at 08:58:14 AM, 1 OF 9, R $0.00 Doc Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE FELDMAN ACTIVITY ENVELOPE AND SITE PLAN REVIEW, SPECIAL REVIEW AND GMQS EXEMPTION FOR A CARETAKER DWELLING UNIT Administrative Decision No�,1-2013 RECITALS 1) Nathan Feldman (hereafter "Applicant") has applied to the Community Development Director of Pitkin County (hereafter "Director") to establish an Activity Envelope to encompass all site development, and obtain Site Plan review approval for a new single family residence, caretaker dwelling unit, and other associated development. 2) The property is located at 101 Cherokee Lane adjacent to the Swiss Village Tracts and Avalanche Ranch, and is more specifically described in Exhibit A. 3) The parcel contains 10.73 acres. The lower portion of the parcel where development is proposed is within the AR -10 zone district; the upper portion is within the RS -30 zone district. There are two existing structures on the property that were constructed by the prior owner without land use approvals or building permits; these structures will be removed. 4) The Director finds that the request complies with the applicable provisions of the Land Use Code ("Code"), as follows: A) There is a mapped potential avalanche hazard area on the property. Art Mears, P.E., Avalanche - Control Engineer, identified blue and red avalanche hazard zones on the property and determined that the main residence avoids the blue and red avalanche hazard zones. The originally proposed location for the caretaker dwelling unit was within the blue zone, but the unit has been relocated adjacent to the residence in order to avoid the blue zone. Therefore, the residence and caretaker dwelling unit comply with Sec. 7-20-50(a) by avoiding the red and blue avalanche hazard zones. B) There is a drainage channel that flows from west to east through the northeastern portion of the property. Debris flow events may occur within the channel. Yeh and Associates, Inc. assert that debris flows will not affect the proposed building site or the driveway. Therefore, the residence and caretaker dwelling unit comply with Sec. 7-20-50(d) by avoiding the area affected by the debris flow. The area on the east side of Cherokee Lane could be affected by debris flows; a landscape envelope is proposed in this area to accommodate a lawn, but no other development is proposed in this area. C) There are two potential rockfall sources above the building site. Yeh and Associates Inc. assert that the rockfall hazard at the primary building site (residence and caretaker dwelling unit) is negligible and does not require mitigation. Yeh evaluated a secondary site below the proposed residence and determined that there was a low rockfall hazard at that site. No structures are proposed in this area in compliance with Sec. 7-20-50(c) of the Code, which prohibits development in rockfall areas. A landscape envelope is proposed in this area for a lawn, but no other development is proposed in this area. D) The Colorado Geological Survey concurs with the analysis and recommendations made by Yeh and Mears. E) There is a blue line stream that runs from west to east through the northeastern portion of the property. The building envelope for the residence and caretaker dwelling unit comply with the 0 Administrative Decision NAA -2013 Page 2 I required 100' setback from the high water line. An access envelope along the existing driveway encroaches into the 100' setback, as does a landscape envelope below the driveway. Sec. 7-20- 80(a) allows for roads and similar facilities within the 100' setback, "upon a finding that there is no feasible alternative location and that any adverse impacts will be mitigated..." There is no feasible alternative location for the driveway and the Applicant will mitigate any impacts. F) The wildfire hazard is rated as severe, and can be mitigated pursuant to the provisions of Sec. 7-20- 60(c) of the Code. G) The activity envelope primarily contains slopes of less than 30%. Slopes in excess of 30% within the envelope are man-made in association with the prior development of the site and are anomalies in an otherwise continuous slope of less than 30%. The Code permits development in these areas of slopes in excess of 30%, pursuant to Sec. 70-20-20(c)(3). H) The parcel is within mapped elk winter range. The redevelopment of the site will have minimal additional impacts on wildlife. 1) The site is visible from Highway 133. The development complies with the Scenic View Protection Area criteria in Sec. 7-20-120(d) of the Code. The residence and caretaker dwelling unit do not break a ridgeline; are located on the lowest portion of the site; and avoid steeper slopes to the west. The residence and caretaker dwelling unit are sited at a substantial distance from the highway and will be added to a viewplane that already includes existing residences in Swiss Village and Crystal River Estates. The mass is reduced by detaching the caretaker dwelling unit, and utilizing pitched roof and porch elements and dormers. J) The proposed ground -mounted solar energy collectors comply with Sec. 4-30-50(h) of the Code. The solar energy collectors will be used primarily for on-site purposes, and will not protrude above a ridgeline or be visible from any surrounding properties. K) The caretaker dwelling unit complies with the applicable provisions of the Code, including Sec. 4- 20-50(e), use specific standards for Caretaker Dwelling Units; Sec. 2-30-30(h), Special Review criteria; and Sec. 6-30-40(c), GMQS exemption for a caretaker dwelling unit. APPROVED by the Director, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the application and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. The property is exempt from growth management for up to 5,750 square feet of floor area. The floor area of the caretaker dwelling unit shall be included in the total allowed floor area for the lot. 3. Prior to submission of any building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development a Site Plan with Activity Envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation of them. The Site Plan shall be amended as follows, prior to submission for recordation: A. The caretaker dwelling unit shall be moved adjacent to the north side of the residence and the portion of the building envelope that encompassed the originally proposed caretaker dwelling unit shall be eliminated B. The proposed landscape envelope and "construction access" above the residence shall be removed, since it is no longer needed for access to caretaker dwelling unit. C. The building envelope for the residence and caretaker dwelling unit and the utility envelope for the solar panels shall be revised to avoid the blue avalanche hazard area. kh fldministralive Decision No�&-2013 Page 3 M 4. With the building permit applications for the residence and caretaker dwelling unit, the Applicant shall: A. Provide proof of an adequate water supply (in terms of quantity and availability) for domestic and fire protection purposes for two dwellings, and for irrigation purposes, if applicable. Water supply for fire -fighting is available at the northern edge of the lot in the Crystal River Estates Subdivision, therefore, the Fire Marshal has not required an on-site supply. B. Submit a drainage and erosion control plan for review and approval by Planning/Zoning. If the development disturbs one (1) acre or more, the Applicant shall apply for and obtain a State Stormwater Permit. All historic and natural drainage patterns shall be maintained. C. Submit a large scale construction management plan for review and approval by Planning/Zoning. D. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. E. Submit a tree mitigation plan for the removal of trees larger than 6" DBH. Diseased trees do not require mitigation; a certified arborist must evaluate the trees to verify. F. Submit a landscaping plan. G. Submit a detailed revegetation plan for disturbed areas with appropriate seed mixes. H. Submit a lighting plan. I. Submit a report from an engineer licensed in the State of Colorado that addresses the slopes in excess of 30% within the activity envelope to be disturbed during construction and demonstrates that the ground surface of these slopes is not prone to instability and that the proposed re -grading will not cause greater instability or increase the potential for slope failure along those disturbed slopes. 5. Prior to issuance of the building permit applications for residence and caretaker dwelling unit, the Applicant shall: A. Pay the applicable road and employee housing impact fees. B. Obtain an Access Permit for improvements to the existing driveway. The width of the driveway shall be increased to a minimum of 16' in order to maintain the existing grades in excess of 12%. The Carbondale Rural Fire Protection District will not require a turnaround on the property, as fire personnel can access the residence from Cherokee Lane. C. Obtain an On -Site Wastewater Treatment System ("OWTS") Construction Permit application from Environmental Health. 6. Areas disturbed by construction shall be re -vegetated within one growing season of the project's completion. 7. No development in excess of 30" above or below natural grade shall occur within the setbacks of the parcel, with the exception of driveways and associated retaining walls of up to 6' above or below natural grade and fencing. Landscaping in the form of berms within the setbacks shall not exceed four feet from the most restrictive grade. Any development located within setbacks mandated by County zoning regulations that does not comply with these restrictions shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 8. The exterior of the structures shall utilize indigenous earth tone materials or colors and the roofs shall have a non -reflective color or composition. Reflective roof materials shall not be used unless the materials are treated prior to installation to eliminate reflectivity, with the exception of materials Administrative Decision No& -2013 Page 4 associated with solar or photovoltaic equipment. Driveway lighting is prohibited and all other lighting shall comply with the lighting code. 9. The solar energy collectors and other ancillary development (racking assembly, balancing system, utility boxes, etc.) shall have a "matte" finish or be of a non -reflective material/color. The collectors shall not exceed 12' in height. 10. The Applicant shall comply with the following standards for Development in a Severe Wildfire Hazard Area: A. Defensible Space: The area around all buildings/structures, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follows (note: actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): I ) Brush, debris and non -ornamental vegetation shall be removed and not replaced within a 10' perimeter around all structures. Grasses, forts and irrigated ornamentals are allowed within this perimeter, as long as they are not brushy or coniferous. 2) Clumps of brush up to a 60' perimeter around all structures (or to lot boundaries) shall be thinned to 60% of the original canopy, leaving approximately 40% of the original brush canopy cover. Maximum diameter of the remaining clumps shall be %2 the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. Shrubs shall be cut at the surface, and cut material shall be removed. Grubbing out of stumps is not necessary. Re - sprouting will occur, but fuel moistures will be high and would reduce fire hazards. No remaining clumps should be larger than approximately 25' in diameter. Thinning can be done in an aesthetically pleasing manner and heavier thinning should occur nearer to and below the structures. Re -sprouting shrubs will likely need to be re -thinned within 10 years. 3) No conifers may be within 20' of structures, and no conifers shall be planted below (down slope) of the structures. Tree crown separation shall be a minimum of 20', except for aspen trees, for which a tree crown separation is not required. 4) No branches shall be within 15' of a chimney and no branches shall be within 15' of the structures. 5) All deadfall and dead branches on shrubs shall be removed up to a 100' perimeter from all structures (or to lot boundaries). 6) No flammable mulches shall be placed within 2' of any structure. 7) Installed or native landscaping within 20' of any structures should not contain any brushy species; only grasses or forbs are allowed. Aspen trees are allowed near the structures, as long as they are not within 10' of the structure, and are kept limbed to 10' (unless the trees are less than 10' tall). No trees of any species may be within 15' of any window. S) No conifers are allowed within 15' of the driveway. Remove all deadfall within 25' on the downhill side of the driveway. Remove 50% of the canopy of shrubs within 15' on either side of the driveway. All understory shrubs must be cut to the ground surface. 9) Low vegetation (grasses, forbs and low shrubs) shall be kept mowed to less than 6" within at least 10' on either side of the driveway during the summer. 10) The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. B. Roofing Materials: Class A covering or Class A assembly as defined by the currently adopted Building Code. No wood shakes or shingles. All other adopted Building Code compliant N Administrative Decision NqQU_- 2013 Page 5 methods and materials permitted. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1) All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing roof debris. 3) Protrusions above the roofline, such as parapets, shall be prohibited, unless specifically approved by the Fire Marshal. 4) Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48. 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. C. Roof Venting: 1) Soffit venting shall be located in the outer UP portion of the overhang. 2) Attic, soffit and other roof venting shall be of non -corrosive metal mesh with maximum `/" openings. D. Projections at the Roofline, including Soffits, Rafters, Porch or Deck Roofs, Fascias, or Other: One hour rated material or any material underlain by 5/8" Type X gypboard or equal, or "Type IV" Heavy Timber materials, per the currently adopted building code. Projections shall be constructed so that they do not trap, hold or retain leaves or debris that may be ignited by burning brands carried by air currents from any fire in the area. E. Decks, Decking, Cantilevered Floors, or Other Projections Below the Roofline: 1) Construction with noncombustible or one (1) hour rated material, or material with flame spread <25 (tested to ASTM E84 and listed for exterior use), or 2) Conventionally framed deck with waterproof surface and underside protected with 5/8" Type X gypboard or equal (decking as "1" above), or 3) "Type IV" Heavy Timber materials: joist and beams minimum 6"x10", columns minimum 8"x8", decking minimum 4" in depth, or decking as "1" above; or equivalent log construction, or 4) Areas below projections shall be protected from accumulation of vegetative materials by placement of a vegetative barrier covered with rocks or gravel or shall be concrete or stone. There shall be no storage of combustible materials under projections. Walls under projections shall be constructed of materials approved for one hour fire resistive construction on the exterior side of the wall. F. Railings: Railings must be constructed of noncombustible or "Type IV" Heavy Timber materials. G. Exterior of the Structure, Including All Walls: 1) One (1) hour fire resistive rated materials from ground level to roofline, or 2) 5/8" gypboard underlying combustible materials, or 3) Cement stucco, minimum 3/4" thickness. Administrative Decision NoC�kP-2013 Page 6 4) Glazed openings to the south, east and west shall be provided with closing, solid, exterior non-flammable shutters or shall be of tempered glass; and 5) Doors to be tempered glass, metal, or wood P3/a" thick minimum. H. Foundations: Foundations, skirting, and crawl space openings shall be fully enclosed and constructed with materials approved for one (1) hour fire -resistive construction on the exterior side of the walls and shall extend from the top of grade to the underside of the floor decking or walls. 1. Maintenance and Miscellaneous Requirements 1) Roofs and gutters shal I be kept clear of debris. 2) Any outbuilding shall adhere to the same wildfire requirements. 3) Yards shall be kept clear of all litter, slash and flammable debris. 4) All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. 5) Weeds and grasses within a fifteen (15) foot perimeter and under trees, bushes and brush shall be maintained to a height not more than six (6) inches. 6) Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. 7) Non saltwater swimming pools shall be accessible by the local fire district. 8) Fences shall be kept clear of brush and debris. 9) Wood fences shall not connect to other structures. 10) Fuel tanks shall be installed underground with an approved container. 11) Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 12) Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 13) Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. 14) Utilities shall be extended underground. i I . The Applicant shall comply with the following conditions regarding wildlife: A. Manipulation of vegetation outside of the activity envelopes is prohibited, except as necessary to comply with the wildfire hazard mitigation measures. B. Contractors shall be prohibited from bringing their dogs on-site. C. Landscaping shall not include nut, berry or fruit producing trees or shrubs to minimize an attractant to bears. D. Trash/garbage shall be kept in an approved bear resistant container or enclosure as required by the County's Wildlife Protection Ordinance. E. All outside doors shall utilize only solid round handled door knobs unless another type is required by the applicable building code for disabled accessibility purposes. F. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and shall be at least 10' from the ground suspended between 2 trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seeds. Bird feeders should be removed from April through November. L Administrative Decision No. AXP2013 Page 7 L G. Fencing shall comply with the following, except for fencing immediately adjacent to the buildings to contain pets or livestock: 1) Wood fencing shall employ three rails or less, be the round or split rail type, shall not exceed 48 inches in height above ground level and 12 inches in width (top view), and shall have at least 18 inches between two of the rails. 2) Wire fencing shall consist of no more than 3 strands of smooth wire and shall not exceed 42 inches in height. 3) Mesh or woven wire fences are prohibited, except when used for protection around isolated trees or clumps of trees. 12. After any debris flow event in the drainage channel that flows from west to east through the northeastern portion of the property, the Applicant shall remove (and/or coordinate with the neighbors to remove) any debris that blocks the culvert that passes under Cherokee Lane. 13. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling unit, the Applicant shall obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Actual floor plans of the unit shall be submitted to the Housing Office with the deed restriction. Prior to issuance of a Certificate of Occupancy, the Housing Office may inspect the unit. 14. The kitchen shall contain a minimum of a two burner stove with at least a 5 cubic foot oven that can bake and broil, sink of at least 14"W X 16"D X 5.25"H, and at least a 5.3 cubic foot refrigerator and 0.73 cubic foot freezer. Two off-street parking spaces shall be provided for the unit. The caretaker dwelling unit must have separately accessible utilities. This does not preclude shared utilities. 15. No development shall occur outside of the approved activity envelopes, with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. 16. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the activity envelopes and install construction fencing around the construction site within the perimeter of the envelopes. The fencing shall remain in place until issuance of a Certificate of Occupancy. 17. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 18. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. 19. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use odc, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on 2016. Administrative Decision NQU-2013 Page 8 NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 20`b day of December, 2012. APPROVED by the Director, this (_!� day of b>,, -A , 2013. PUBLISHED AFTER ADO$TION FO&VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the /4 day of //1 jQjjr _ 2013. d4idy'Houben, Community Development Director PID#264929I00007 P112-12 A PARCEL OF LAND SITUATED IN THE SWI/4NE1/4 OF SECTION 29, TOWNSHIP 9 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING EASTERLY OF THE CENTERLINE OF A 30 FEET ROADWAY, SAID PARCEL OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE A STONE FOUND IN PLACE AND PROPERLY MARKED FOR THE EAST QUAR'T'ER CORNER OF SAID SECTION 29 BEARS: S. 89 degrees23'55" E.1606.21 FEET, THENCE N. 72 degrees20'00" W. 57.82 FEET TO A POINT IN THE CENTER OF SAID ROADWAY; THENCE N.17 degrees5l'00" W. 104.43 FEET ALONG THE CENTER OF SAID ROADWAY; THENCE 112.50 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 143.24 FEET, THE CHORD OF WHICH BEARS; N. 04 degrees39'00" E. 109.63 FEET; THENCE N. 27 degrees09'00" E. 7.42 FEET ALONG THE CENTER OF SAID ROADWAY; THENCE S. 72 degmes20'00" E.142.57 FEET; THENCE S.17 degrees40'00" W. 200.00 FEET TO THE POINT OF BEGINNING. AND A PARCEL OF LAND SITUATED IN THE Ei2 OF SECTION 29, TOWNSHIP 9 SOUTH, RANGE 8B WEST OF THE 6TH PRINCIPAL MERIDIAN WHOSE EASTERLY BOUNDARY IS THE CENTER LINE OF A THIRTY FOOT ROAD EASEMENT, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE CENTER LINE OF SAID ROAD EASEMENT WHENCE THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 9 SOUTH, RANGE 88 WEST BEARS S. 77 degrees26'41" E. 170B.45 FEET; THENCE ALONG A CURVE TO THE RIGHT ALONG SAID CENTER LINE WHOSE TANGENT BEARS S. 12 degrees28' E., HAVING A RADIUS OF 196.11 FEET AND A CENTRAL ANGLE OF 38 degreesW AN ARC DISTANCE OF 132.28 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG SAID CURVE TO THE LEFT ALONG SAID CENTERLINE WHOSE TANGENT BEARS S. 27 degreesl0" W, HAVE A RADIUS OF 143.24 FEET AND A CENTRAL ANGLE OF 45 degrmW AN ARC DISTANCE OF 112.50 FEET TO A POINT OF TANGENT; THENCE S. 17 degrees59 E. ALONG SAID TANGENT AND ALONG SAID CENTERLINE 104.43 FEET TO A POINT OF CURVE; THENCE ALONG SAID CURVE TO THE RIG14T ALONG SAID CENTERLINE HAVING A RADIUS OF 114.59 FEET AND A CENTRAL ANGLE OF 21 degrees00' AN ARC DISTANCE OF 42.0 FEET TO A POINT OF TANGENT; THENCE S. 03 degreesl0' W. ALONG SAID TANGENT AND ALONG SAID CENTERLINE 25.24 FEET TO A POINT OF CURVE; THENCE ALONG SAID CURVE TO THE LEFT ALONG SAID CENTERLINE HAVING A RADIUS OF 95.49 FEET AND A CENTRAL ANGLE OF 32 degrees03'49 AN ARC DISTANCE OF 53.44 FEET; THENCE S. 61 degrees06'11" W. 15.0 FEET TO THE WESTERLY LINE OF SAID ROAD EASEMENT; THENCE N. 82 degrees50' W. 981.6 FEET; THENCE N. 00 degrees40' W. 462.0 FEET; THENCE S. 82 degrees5l' E. 879.0 FEET TO THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO uliu0 4 0 Form 13801 09/2008 wd.water.odt Q62004447 {12650952} ,r< 19 L� 13 4 DRAIN FIELD CROSS SECTION - TYP. INFILTRATOR(R) QUICK4(TM) CUT SHEET ii 4" PVC 52° OBERVATION 48" PIPE 4" PVC (EFFECTIVE LENG ) OBERVATION JZ3:4"% PIPE 3.5' max - UNDISTURBED I - I- SOIL 2'min 1A_Ako 6'min I 2° 34^ LIMIT OF LINES TO ENTER EXCAVATION GRAVELLESS'QUICK-4' AND EXIT IN TOP SCARIFY SURFACE CHAMBER (4'x 3') PORT OF CHAMBER END PLATE PLAN VIEW - TYP. GRAVELLESS'QUICK-4' INFILTRATOR CHAMBER (4'x 3') END PLATE ���OBSERVATION 3' PIPE 6' min o 64' 16 CHAMBERS PER TRENCH a N DESIGN n TRENCH DETAIL 3 -BEDROOM RESIDENCE 1 -BEDROOM CARETAKER DWELLING UNIT (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOMS) AVERAGE DAILY FLOW =600 GALLONS DESIGN FLOW = Q = 1.5 x 600 = 900 GALLONS TANK: 900 x 30 HOUR RETENTION TIME = 1125 GALLONS USE 1250 -GALLON, TWO-COMPARTMENT TANK 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 r CLEANOUT DETAIL T NOT M SCAM BOX AND COVER BROUGHT TO GRADE 4" EFFLUENT PIPE CONCRETE LID FROM SEPTIC TANK DISTRIBUTION PIPES PLACED IN TOP PORT OF CHAMBER END PLATES ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) - 1.0 GAL/SF CALCULATED ABSORPTION AREA = Q/LTAR = 900 SF 30% REDUCTION, CHAMBERS IN TRENCHES TOTAL AREA REQUIRED = 900 SF 4 TRENCHES, 16 CHAMBERS LONG 64 TOTAL CHAMBERS ('QUICK -4') WIDTH OF TRENCHES = 3 FEET WIDE 6' UNDISTURBED SOIL BETWEEN TRENCHES LENGTH OF TRENCHES = 16 CHAMBERS = 64 FEET LONG TOTAL FOOTPRINT = 30 FEET x 64 FEET FINSHED GRADE 0000 INLET OUTLETS DISTRIBUTION BOX BAFFLE rl D—BOX DETAIL H11 P.O. Box 2844 Feldman Residence Date: 07/17/13 + Glenwood Springs, Colorado 101 Cherokee Lane , A / • O 81602 Pitkin County, Colorado Designed By. CO �I �I SEBY�CE Phone 970.618.5033 Fax 303.216.2796 Project Number: C1041 Drawn By. ANG Sheet 3 of 4 Septic Tank with the Addition of an Effluent Filter -1250 Gallon, 2 -Comp. Top of 1" froi Inlet Tee ORENCO BRA NOT ENFORC n TANK DETAIL NOT To SCU Ll Filter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter IP.O. Box 2844 Feldman Residence L Date: 07/17/13 + Glenwood Springs, Colorado 101 Cherokee Lane p Se t�C 81602 Pitkin County, ColoradoDesigned By. CO W4. O SEpYICE Phone 970.618.5033 Fax 303.216.2796 Project Number: C1041 Drawn By. ANG Sheet 4 of 4 DOW 09"m 1912M itevieed N—Mba 19.2012 April 24.2013 SW* L -1.0 PC• Q Q 0 U U cnw PEO ' a � Ad P U Q rl D.h: OAobw 22,2012 Revised: November I :2012 .—,25 , 2013 Progress se.le: VV . V. 0' o s s 10 L�� A -1.2 I V I PC• Q Q 0 U U cnw PEO ' a � Ad P U Q rl D.h: OAobw 22,2012 Revised: November I :2012 .—,25 , 2013 Progress se.le: VV . V. 0' o s s 10 L�� A -1.2 0 0 17L Dock Now Deck coratruction is to Where to the following specifications: L Dodo, Dadft& QuodbowdrowharOdmP eweI Habw dwRoafte; Ccsm.,ti_ v i& —btibk ot 1 tont nmd DO.K or meeedd a fth fimae Mmd <25 (tested to ASM 864 and Hood for ext d. —), . b. c.—w.* fimoed do& A w.wprmf -fee -d ood-ide pm, -td with SIW'Typ- x c. -rypc IW'H�y lltelw mstcdmk-. joie[ sad boam mbOmm 6"x10', colummew minimum r'VV', ,=C in dept t, or doclft "." shove, or quksbnt Ig coe�cdoo, ur *=gmued I hour five nededvc m—his (Docking Lambw , VAIlep e ­g be coma cod of noncombotibic oc wFjpc TV" Hcwy 71mber mzmds6 Dew October 22,2012 Revised: N-cbl, 19.2012 .—h 25, 2013 Progress Scale: 1/4" .1'- 0" Sheet: 0 2 5 W U'�,,,_„J A -1.1 PC P. ---I. camadale w� Jw rr Dew October 22,2012 Revised: N-cbl, 19.2012 .—h 25, 2013 Progress Scale: 1/4" .1'- 0" Sheet: 0 2 5 W U'�,,,_„J A -1.1 alb Fnuno Wadi Crolwa 1 13-j=8 6 11r R;F waCr C e e.cabrb aonr,M.p� • pohclbn muM, r 3 Dow Ocbbw 22,3013 Reviecd: November 19, 2013 M..h 25, 2017 Progress o z a 10 Sbab A -1.0 0 10 2 5 10 7LMM� Daft: May 8.3013 R.,i,,d. sbeeL A-4.1 Stone veneer 0 2 s 1p Lm:� Date: Mg3,3313