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HomeMy WebLinkAboutpitkin.eh.264502200004 (2007)_EXPIREDPermit # 07062 Pitkin Cour Environmental Health & Natural Resr ces Department PL..nit for an Individual Sewage Disposal --stem 0405 Castle Creek Road; Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2645-022-00-004 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner Kenneth E. Moore Street Address 2345 Snowmass Creek Rd Property legal description Size of lot 3/4 acres Water source Private Well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Total square footage of # of offices, tufts se 5740 * ft Total square footage of th Ctaker u4us y�� # of offi s to larcorns in caretaker unit 4 bedrooms (*dia m NOT to bas a bedroom) Perfnit information All Service Septic A P.O. Box 2844 Glenwood Springs, Colorado 81602 Perc rate 9 Profile hole depth 9 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1750 gallons Minimum Absorption area Comments Greater than 9 ft 420 sq ft w/ 50% reduction Septic permit approved peer compliance with the engineer design and specifications dated June 26, 2007, Project #1353. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be a minimum 132 feet from the well to the absorption field. The absorption field must be staked out prior to installation. The existing septic system must be properly abandoned. The system will consist of one 2000 gallon two-compartment tank with an effluent filter on the outlet. A distribution box will distribute effluent to two trenches, each containing 22 Quick 4 gravelless chamber units. No portion of the absorption field is permitted under the driveway. There must be at least 6 feet of undisturbed soil between each trench. This permit is expressly conditioned upon provision of (i) a recent pumping report for the existing well demonstrating an adequate water supply, and (ii) laboratory Bacteriology test results for the existing well demonstrating adequate water quality, in each case in accordance with the Pitkin County ISDS Regulation. These documents must be provided to this department prior to issuance of any Certificate of Occupancy. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. This department does not endorse any brand of products. 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. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. M Permit approved by: r Date: ? Expiration Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the owner's agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This p(rn*t becomes invalid 6 months from the date that the permit was issued unless system construction has cornmence or an extension gas b@1n approved in writing by the Department. As -built drawings must be included with this permit before4 n4 approval will issued. , Installer: {If'Number: Final approval /`/ ' �'¢ r" Date: 1 i 4 'w r l PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castl a Creek Road, Suite 10, Aspen C olorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Jame of OWNER 3wner's Mailing Address i6.2 3 Business Phone: % �V -come Phone: E-mail Address: I Primary Contact Person (all communication regarding this permit will go through this person) Tame /1) /I/ &- %� !~ �yl �G'�� iC k' �MQ'�� r- C �1 k ls` 0 C k -L :ompan � C N / ��/ �� -TIVC 41 :ontact Mailing Address /i ` �,�(% ,v �(1r P o _ A j� lfi� ctntA lin Cf -t k R /) Al _bAG+✓ C Q sl (6 � :3 Business Phone : � )a " 3 moi O 6 --ell Phone :3 % - "J Fax W 3i - 5 / E-mail Address: Wr�� � Parcel ID # (available from assessor's offic t 920-5160 or at www.pitkinassessor.org ) iuilding Permit # (if available) -3 `� address of property egal Description: Lot Block Filing Subdivision lize of lot: /-I _ acmes. Type of proposed structure: 'otal square feet of house ) 7 / Li # of bedrooms (potential) in house ,aretaker Unit: Attached ( ) Detached ( ) I 'otal area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit ffermit is for: New Home Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Vater: Private well O Spring ( ) Stream ( ) Community/Public Water System ( ) z_t community system: Name of system Ie fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes 1'nger than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the ime of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, S �iefore final approval of the ISDS permit. _ pplication for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and �ccurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour iitervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation fines, drinking water cisterns, drain ?'Ind :les, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify the i ,ny such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any ther permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals permits have been obtained. 'he Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless hould the individual sewage disposal system fail r malfunction. The permit to construct is issued on information submitted by to applicant or his/her repr enta� es. The o r assumes full responsibility in case of failure of the system.. ignature of appl irant '(.� Date✓ %) �5 { eceived by l Receipt # t Date � t����� �> i Pitkin County Environmental Health Department Contact Log Sheet Name: l' ' -Parcel ID#: Address:3� Date Person Spoken To Comments / Action to be Taken Initials Time U i6 - -- `. As lir ©MI ■j j 06;`26/200' 09:51 3032162796 ■ ■ ■ ■ ■ ■s o (� p NO I CA+�`A Co NVAC-�- PETZ PAGE 01 Ye �,j (`' CORo —: NCD NZ -o LN '?I -�)79 -'6�G(Q-3 Nci.^� I°nAS� 0 Parcel Detail Pitkin County Assessor/Treasurer Parcel Detail Information Page 1 of 4 Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail , Value Detail Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Cax AreaI Account Number IParcel Number Mill Levy C 014 1 R006427 1 264502200004 63.347 Owner Name and Address CORE KENNETH EDWARD MOORE GEORGANN PO BOX 5074 ASPEN, CO 81612 Legal Description FSE,T,TWN,RNG:2-9-86 DESC: TRACT OF CND IN LOT 4 OF SEC 2-9-86 LYING SLY OF THE CO RD CONT 0.733 OF AN AC M/L DESC BY M/B BK 244 PG 821 Location C Physical Address: 2345 SNOWMASS CREEK RD SNOWMASS CSubdivision: CLand Acres: 0.77 C Land Sq Ft: I 0 CSection 11 Township Range —� 2 9 IF86 Property Tax Valuation Information http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=RO06427 6/14/2007 Parcel Detail © Page 2 of 4 Actual Value Assessed Value Land: 500,000 39,800 Improvements: 76,900F 6,120 Total: 576,900 45,920 Sale Date: Irl1/20/2006 Sale Price: 800,000 Basic Building Characteristics Number of Residential1 Buildings: Number of Comm/Ind 0 Buildings: http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006427 6/14/2007 Residential Building Occurrence 1 Characteristics UNFINISHED GARAGE: IF864 WOOD DECK: 11240 FIRST FLOOR: 111,008 Total Heated Area: IF1,008 Property Class: SINGLE FAM RES- IMPROVEMEN Actual Year Built: 11960 Effective Year Built: 11980 Las 10 Bedrooms: 113 Baths: 1 Quality of Construction: JIGOOD T 12 Exterior Wall: JJWD SID AVE Interior Wall: 11DRYWALL Floor: WOOD Heat Type: IFORCED AIR HeatingFuel: GAS Roof Cover: IMETAL Roof Structure: GABLE/HIP Neighborhood: SMASS-CAP CRK-FORK TO SHIELD O Super Nbad: I SMASS CAP CRK http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006427 6/14/2007 .A► ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID #$"` House Size (sq. ft.) ` : (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House AM Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House �.;;_JMIJEF Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 800 State Review Required? no Perc Rate : '9 (T) Design Flow (Q) = # potential bedrooms X 2 people%bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 840 sq. ft. of absorption area required 54 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9.87 A = 420 sq.ft. with 50% reductionTRENCHES 43 gravelless chamber units with reduction STANDARD A = 420 sq.ft. with 50% reductionTRENCHES 27 gravelless chamber units with reduction EQ 36 26 EQ36 units in TRENCHES QUICK4-EQ36 420 54 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 DICK 4 9.2 588 sq ft 30% reduction BED 64 chamber units with reduc. 588 sq ft 30% reduction BED 38 chamber units with reduc. 47 EQ36 units in a BED 588 92 N. June 26, 2007 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 DBI Investment, Inc. Attn: Ken Moore PO Box 5074 Aspen, CO 81612 Subsurface Investigation and Onsite Wastewater System Design Proposed 4 -bedroom Residence 2345 Snowmass Creek Road Pitkin County, Colorado Ken, Project No. 1353 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. (HP Geotech conducted the excavation) The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS -0 A single-family residence presently exists, although will be remodeled to a 4 -bedroom residence having approximately 5750 SF. There is an existing OWS that will be abandoned. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by a well, located. 132 feet from proposed drain field. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 9 -feet of silty, clayey sand with cobbles and gravel. Groundwater or bedrock was not encountered. Three percolation holes were hand dug, in the area of the proposed dram field, as indicated. Percolation rates ranged from 7 to 10 minutes per inch (MPI). A 9 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 8000 GPD. The installation must include a 2000 -gallon, two-compartment, precast concrete septic tank with an effluent filter. Onsite Wastewater Systems Page 2 Two gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. Each trench must have 1 row of 22 chambers, for a total of 435 square feet (SF) of infiltrative area. A concrete distribution box with a baffle must be installed. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND 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. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. 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 and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS 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, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. 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. PITF(;IN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1353 PROFILE PIT Date of I est: OI"LUlzuuI 0 - 9' Sand, Clayey, with Gravel and Cobbles, Dense, Moist, Red/Brown No Groundwater or Bedrock was Encountered Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min.An.) MPI 1 23 10 12.50 16.00 3.50 10 16.00 18.25 2.25 10 18.25 21.00 2.75 fill 10 11.25 14.00 2.75 10 14.00 15.00 1.00 10 fill 10 12.50 14.00 1.50 2 19 10 11.50 13.50 2.00 10 13.50 15.75 2.25 fill 10 6.75 9.00 2.25 10 9.00 11.00 2.00 fill 10 13.50 14.75 1.25 7 10 12.75 14.75 2.00 3 27 10 6.00 11.00 5.00 10 11.00 14.00 3.00 10 14.00 17.50 3.50 fill 10 8.25 11.00 2.75 10 11.00 12.25 1.25 10 12.25 13.25 1.00 10 AVG =9MPI Onsite Wastewater Systems Page 3 LIMITS: 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 OWS construction must be according to the county regulations. Requirements not specified in this report must follow 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 SERVI septic, LLC Timothy R. Petz 3 copies �o�pp0 LICFX� .cam pHERBF9.:0 •d 3$6,6^2 N. -Z Richard Richard H. P`lej,•. 4/ ON Page 1 of 1 Carla Ostberg From: Ezra Louthis Sent: Wednesday, August 08, 2007 12:29 PM To: Carla Ostberg Subject: moore Carla, Due to the presence of no constraints on the kenneth moore property in old snowmass, and the fact that it was a reconstruction, there %vas no need for envelopes to be established. Ezra 8/8/2007 ASPEN 0 PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT PITKIN COUNTY CITY OF ASPEN ❑ 130 South Galena 970 / 920-552X 970 / 920-5090 Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. Applicant to complete numbered spaces only. APPLICATION iR� Permit .i • JOB A DRESS � � �•J � KJb � /� �SS C �C'EE�'�aO BD O_ 2. LEGAL DESCRIPTION ,,, nl DE 3. R MAILADDRESS ZIP - PHONE ANE � C M6 M 3 iceA NIAj t—IR 1413 7 6 -3 7 - --3 FD � r �MH 4 OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE LICENSE NO � MH ,J.� /� ,�yIAIL ADDRESS QTjvnl'T� • / I (/J/4 X ry��PH�ONE LICENSE NO '92 MS RF i.' . CCR ENGINEER OFRECORD >� ADDRESS Y PH LICENSE NO ICAC V o /V �/ l � ,6'� V O SN _ ! • CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ ENERGY CODE FEE -��� USE TAX*EOSNICNOG .I.S. FEE USE OF BUILDING SINGLE FAMILY ❑ MULTI -FAMILY PLAN CHECK FEE PERMIT FE❑ COMMERCIAURESIDENTIAL ❑ COMMERCIAL ❑ OTHER VALU`A�ATTIION OO/F(`WjORK Mu_STITC�� E FOOTAGE THIS PERMIT Type of Construction Occupancy G 11, Is there food service in this building ❑ YES ❑ NO (rota f Building No. of Stories Occ. No. Load 12. Is LPG used? SE'7 YES ❑ No NO. OF BEDROOMS Use Zone Fire Sprinklers Required? ❑Yes ❑ No Alarm System Required? ❑Yes ❑ No .�'t Parcel ID# call 920-51 00 P I ' 0060 EXISTING ADDED 14. Description of Work ie No. of Dwelling Units OFFSTREET PARKING SPACES Covered Uncovered �^ SPEkCIAL APPROVALS REQUIRED AUTHORIZED BY DATE szpGZ COS a ZONIN H.P.C. PARK DEDICATION ENVIRO. HEAL PRESUBMITTAL APPLICATION ACCEPTED PLANS CHECKED APPROVED FOR ISSUANCE ENGINEERI PARKS BY BY BV BV NATURAL RESOURCES DATE DATE DATE DATE FIRE MARSH NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ASPEN CONSOL. SAN. DIST. 2�L OTHER f5 NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMIr ❑ DEPOSIT METHOD .5% OF 25% OF THE PERMIT VALUATION PAID NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST ORCANCEL T ROVISIONS QF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION E PERFO CE OF CONSTRUCTION. IT IS MY RESPONSIBILITY TO REVIEW THE PROVED P S ND ANY C M NTS THAT ARE CONTAINED THEREON AN SEE AT THE STRUCT R AND/O OJ T IS BUILT IN COMPLIANCE WITH ALL BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ❑ EXEMPT: EXEMPT ORGANIZATION APL BLE CODES. r ` 6 IvMV _d[� ❑ RESALE: STATE 8 PITKIN COUNTRY RESALE N0. THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED. ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID qSlTE FCONTRACTOR fpAT� �0�� / e- 7 (moi' PRINT ` &�_neC� 7 SIGNATURE OF OWNER QF O 8 ILDER) (DATE) THIS FORM IS A. PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Energy Code Fee Plan Check Fee Zoning Fee GIs Fee Permit Fee Use Tax Deposit Fee Other Fees x r�.v' _ � � , a af' F`y„ 2` z- �' _ .y� • � � ,� •.}..,-.mz '� [j. £.� , `G. �°`.. �.* S n h • ` S � �.. . .}rye y y . � .., z .a r ".�: >� � • �x".�- moi¢ +#� �' � rx- 4 V4 T• A1- n KS _ 74 _ u r y ^ k v. • .} . cn ZF'fi � ^�'� - � �,wS ".�,, �. tet_ • L .,A""-r • �,� � � §,.tee "x -ur,t�µ.... • :tea ZA, i, • •• ry' a 323000m E 0 to 329000— E. 3-300001, E. WGS84 Zone 13S 332000mE. Dupire Well, Dupire Waste Water Ditch Nos. I & 2, E 0 and Williams No. 4 Ditch decreed points of diversion 0 U) --Zll- Lr) A MA, iw Ln Case No. 91CW156 0.033 cfs (15 gp, t al z E 0 U) Y. as E Dupire Well (decreed location) Case No. W-1721 A 044 cfs (20 m) absolute irrigation of 0.733 acre domestic use May 1, 1966 appropriation May 31, 1966 appropriation Dupire Waste Water Ditch No. 2 is C' 42 Well Permit 27492 alternate point of diversion for No. I (permitted location in SWIANEI 4 E 0 14' 0 E 0 Ln permit , ed location of j C, D upi rc Well according to W el Permit No. 27492 Williams No. 4 Ditch, 4.0 cfs, C.A. 968, May 1, 1883 appropriation SEO POD: SWI/4SWI/4NE'/4, Section 2, T. 9 S., R. 86 W. 6" P.M. UI -M: 4,351,906.5 m North, 330751.6 rn East p r 41, E 0 0 an, cl o o U) c') 7, E 0 -o CD 326000mE, 329000m E. 3 32 0 0 0 0 m E. WGS84 Zone 13S 332000mE, TN I ?All E I D30 I'Hi 0 500 t000PIETEn Printed from TOP0111 2000 Wiknwer Productions (www.topo.coni) i 4 E M DUDire Waste Water Ln Case No. 91CW156 0.033 cfs (15 gp, t al z E 0 U) Y. as E Dupire Well (decreed location) Case No. W-1721 A 044 cfs (20 m) absolute irrigation of 0.733 acre domestic use May 1, 1966 appropriation May 31, 1966 appropriation Dupire Waste Water Ditch No. 2 is C' 42 Well Permit 27492 alternate point of diversion for No. I (permitted location in SWIANEI 4 E 0 14' 0 E 0 Ln permit , ed location of j C, D upi rc Well according to W el Permit No. 27492 Williams No. 4 Ditch, 4.0 cfs, C.A. 968, May 1, 1883 appropriation SEO POD: SWI/4SWI/4NE'/4, Section 2, T. 9 S., R. 86 W. 6" P.M. UI -M: 4,351,906.5 m North, 330751.6 rn East p r 41, E 0 0 an, cl o o U) c') 7, E 0 -o CD 326000mE, 329000m E. 3 32 0 0 0 0 m E. WGS84 Zone 13S 332000mE, TN I ?All E I D30 I'Hi 0 500 t000PIETEn Printed from TOP0111 2000 Wiknwer Productions (www.topo.coni) i 4 Lic# 1095 s&ft"r r eatp Serving the Western Slope Since 1959 LF -aZ i 1 Jun 29 07 11:01a K. Christopher Moore VNR-i- S TATE L L'L#IAQ jj . APKICATI(N FOR; ffIl—; PERMIT T( . >40NOWt A WLL MW OR TYPE Stroct drir�55 �- city s - ust Of ground water t r:nt�r or ldtt ?NJ W137 t PeiT actcs rc3 �s irr{gat-A L¢ga l & c -r i;r t iar, o4 { r, l g ted l at:sf € mer wa er rights on thfs and Ovn,--r of 7 rr iCctd 7a Aqulfes T grOU"d warcr Is t`o be olocair.td TTS 1,01A,-tr -,q-4 E1T1XATF `.SELL DATA iis1. qu[iLy of ground watert� Qr_ z1birnad: i»'t, ti7x. Yield GPM( for CF°S Es:. oraP .1anuai amount to tic umf &d Stt�rat7 :asr i y� _ _ 'I AF nt.#c=rra_d :ttrr# �t dri!€tn= Ho c !n,-t7Fi fa st. "UN't•Y, Ground Water gat1 tiff:l: cr hand �clm-rl� x ;�i 5Lr ict LC�4TE ;ALL. ril3tri S t- F� fix; Com: i it, f rQr ft. to f'b�t. iIS:fr. in. f:T0qt _.✓-J,, =ft_ i',� r?"7j �C xJ f►t='f{ PUMP DATAII tits* i v3 ' TriiS app Iic1tioa a FP r�+Er� 1DATE I i � ii 'r! is✓�&i�J''�s?dr..CrJvf�,,,r' 1 I I 970-963-1824 W£Lt- Th; S $PP l i cat 14 t04DlTCfONAL PEMIT NO. (ftfml. 90Cd €tar of i sSwariCL`) Choi rzmNs Ground wa te, Sce. p.3 than' t i �i ss ran ' Jun 29 07 11:00a K. Christopher Moore 970-963-1824 p.2 =.-ATE 1W VIA- a -A M%Iii!ill OF T: WATIZI, rX '!ZST U TA G zil vr;a iTZ F -M, '"MA Ktn-V�� Arid L.�Zz Rn.'r—ree tavis wu tim trs Aj-j 4 -_Ie _"_ Qr J�NWj�, Cr 143, C. t, 4=C-ke,*3; Aoe7. LY`t657 make I he f-al-Itu"ing ruling, -.r, -vr-.z: T!7in By,TI.zcats xr, vB.,- :mraTmd to the ii..t:r Via'.Cr ZtiVjjSd= Oki- �' 441 I-h4r 2nd try 0� js.ra-4,.-rV 16=0 'af Applicant A-ugt--5Ziva Add:.tr-s n.-I-Ina'sr, Tiw nt:rai, of this Tat; zc%v;-e ;v Dwpl-z36 1 Th -P. dama--Ip� r 'n r;!' t.11v z paint wh--aze ti -s3 Nor-m'wPst, of scle Sr-czj-Q;-. b c N I I aS 5 f t Ll";VLU tyre ire --L is 120 Ze--r-,, ,rbt- data tX lai--tiar4cm 0' 4"ayawriatwa "a 4-., TN. aaa=t� of to-7:or Z7:Aimo1 is G-044 c-abiz foot -o--r seczvd of The Lr. . State Latt m!f!z-'n =42twer Is 27,497�. Le t -T t ---jt It -!; the ralimgv -af 'Ui:, ;±mk -:;ew ip a -C Ll,,r. -&-c ta-up ar.4 t� Azov* %rQte-r- it. appmi e•3 and Zr=tLd thn ind�-cmlted p!-Ixr!-ir3r- mdhfpc�. ncrwvver, to tlaz. tht- UTZLr-r •I -�P-C, to px4v�;Grd by ibne L4, tht ClIn, VI C; Itwbnd. t�hlr- :�ncr,n vir Orlur-.. G ar■� � Jun 29 07 11:04a K. Christopher Moore I, 0 970-963-1824 It 531365 11/2112005 1/2112005 09:511 ! .;PNICE K: V05 CAUDILL PIT:<IN COUNTY CO R 11.00 D 0.00 QUIT CLAIM DEED FOR WATER RIGHTS p.12 Scott Dolginow, whose address is 203 South Cleveland Street, Aspen, CO 81611 (here'after "Grantor"), for Ten Dollars (SI0.00) and other good and valuable consideration, the receipt and suflici ncy of which is hereby aelmovc edged, has remised, released, sold, conveyed and QUIT CLAIMED, and by these presents does remise, release, sell, convey and QUIT CLAIM unto Kenneth E_ Moore and Georg is P.O. ox 5074, Aspen, Colorado 81612 (hereinafter "Grantees"), rheir heirs, sue( without warranty, all the right, title, interest, claim and demand which Grantor Grantor's water rights that are appurtenant to and beneficially used upon the aP1 of land locate.' within Loc 4 of Section 2, Township 9 South, Range 86 West of the Meridiin, .which parcel is also described as 2345 Snowmass Creek Road, Snoi (hereir after "Appurtenant Water Rights") including, but without limitation, the Al dezcrilzed as follow': An undivided entire interest in 0.044 cubic foot of water per second absolute water right decreed as the Dupire Well by the District Court, Wa 5, State of Colorado, in Case No. W-1721 on August 3, 1973 for the diN ground .eater tributary to Snowmass Creek for domestic use including the to one (1) acre of lawn, garden, and landscaping, and watering of domestic appropriation date of May 31, 1966 together with the right to claim histor I use associated with said 0.044 cfs absolute water right in the Dupire Well; L. Moore, Whose address )rs, and assigns forever, in and to any and all of An undivided entire interest in 0.033 cfs absolute water right decreed as Water Ditch No. 1 by the District Court, Water Division No. 5, State of No. 91CW156 on February 6, 1992 for the diversion of return flows, s, water tributary- to Snowmass Creek for the irrigation of up to 0.7 appropriation date of May 1, 1966 together with the right to claim histe use associated with said 0.033 cfs absolute water right in the Dupire NG No. 1, and; y 0.77 -acre parcel Sixth Principal Colorado 81654 ant Water Rights of time ("cfs") er Division No. ersion of under irrigation of up nimals, with an -al consumptive Dupire Waste 3rado, in Case ige and spring acre with an I consumptive Water Ditch An undivided entire interest in the hereinabove described 0,C33 cfs absolute water right decreed as the Dupire Waste Water Ditch No. 1 by the District Court, W 'ter Division No. 5, State of Colorado, in Case No. 91CW156 on February 6, 1992 for the diversion of return flows, seepage and spring water tributary to Snowmass Creek at the Dupire Waste Water Ditch No. 2 alternate point of diversion for the irrigation of up tc 0.733 acre with an appropriation date of May 1, 1966 together with the right to claim historical consumptive use associated with said 0.033 cfs absolute water right in te Dupire Waste (Vater Ditch No. 1 diverted at the Dupire Waste Water Ditch No. 2 alternate point of diversion. QUIT flAim DEED FORWATER RIGHTS Q� 1. ' / { &pvcI Ak�LA (Cyt � PAGE o. 1 of 2 Cx�V l� -ruan4At Jun 29 07 11:05a K. Moore 970-963-1824 I � 53365 Page: 2 of 1 il/21/200E O.3:511 1 .0 I ;,RNICE K VOS CRUDIII PITKIW COUtdTY CO R 11.0® D 8 I _ To ha and to hold the same, together with all structure rights associated with tbe Appurtenant Water Rights,; rights-of-way for inspection, operation, maintenance, repair and replac Ment of all diversion structures associated with the Appurtenant Water Rights, and all and the singula rhe appurtenances and privile 'es thereto belonging or in anywise thereunto appertaining, and all the estate right, title, interest and claim whatsoever of the Grantor either in law or in equity, to the only proper use, nefit and behoof of the Grantees, their hei:-s, successors and assigns forever. Dated Ihis 23`a day of November, 2006. GRANTOR STAT COU] Acknc Winne My co iu ledged, subscribed and sworn to before me this my hand and official seal. FTRTER JOHNSON TARY PUBLIC F ()F r'OI wenn .rr■rrr. am�i dft 06/26/2007 14:18 FAX 970 963 0131 CULLIGAN WATER Laboratory Services Di-sion M 8100 Lowry Boulevan enver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 C-6t;wdo =t (303) 692-3090 fax (303) 344-9989 aadmxcorv.tho Ken Moore well kitchen Culligan Water Cond 1629-E Delores Way Carbondale, CO 81623 Contact Name Contact Phone e) %d c3 -2q- O ap G-3 01002 Lab iD No. MSA -2007003343 Collected 6/20/2007 9:00:OOAT Received 6/21/2007 10:38:OOAM Reported 6/22/2007 Collected By Matrix Drinking Water Purpose Routine Chlorine residual Payment Type Billed Test Name Result Method Name Escherichia coli PA E. coli not detected Total coliforms PA Coliform absent or less than one (<1), SM 9223 indicates a microbiologically safe sample LABS Interent Address: httpj/www,cdphe.State.eo.us/lr/lThom.htm Modification Date:6/22/2007 #203 • 6ARM3E GARAGE DELOW18'-5" 16'-V" 5 r 1133 SO-Ut ' 0 2nd Floo (Straircase N Included) 3?q-(s, 1/0 613 m ® � 3 Jr I 1 OBSERVATION ` PIPES SCALE 1" = 20' NORTH 0 25 50 ft 2000 -GALLON, TWO-COMPARTENT PRECAST CONCRETE SEPTIC TANK, WITH EFFLUENT FILTER ON THE OUTLET. (2500 -GALLONS IS REQUIRED TO UPGRADE TO 5-BEDOOM SEPTIC TANK) ♦ f e _ 4" PVC ABANDON OLD SEPTIC TANK EFFLUENT AND DRAIN FIELD. TOPOGRAPHY--\ LINE SDR 35 LINES AT 2 FOOT INTERVALS, NOT `► DRIVE ♦ ''�► THE RESULT O� SURVEY 'CO 10' r 100p�PR FILE T O O P� -1 TWO GRAVELLESS TRENCHES. EACH O PROPOSED 4 -BE[ TRENCH HAS 22 'QUICK -4' O RESIDENCE CHAMBERS FOR A TOTAL OF 44 CHAMBERS. TOTAL AREA = 435 SF OF INFILTRATIVE AREA. DISTRIBUTION BOX CLEANOUT 4" PVC SCHED 40 SEWER LINE ftelft ""1111111a ftkoft� %Wft %1111% ftft� %%ft wftft I %O*ft�j / / THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 2345 SNOWMASS CREEK ROAD SNOWMASS, COLORADO PITKIN COUNTY, COLORADO SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL //SLIP—ON PVC CAP 2 Compartment Septic Tank with 4" Dia. Biotube Effluent Filter DO NOT GLUE FINISHED GRADE � /--PVC Splice Box w/Cord Grips PVC or Concrete Risers with Grommet(s) (bond to tank adapter with recommended adhesive) Slope Ground Away From Risers EFFLUENT Conduit to -r-- LINE — 4" Alarm Panel SEWER LINE — SCHEDULE 40 4" SCHEDULE 40 OR 4" SDR Conduit Seal P,V,C, 4 FEET MIN 35 P,V,C, INSULATED COPPER TRACER Inlet Tee WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE / Liquid Level ;. ALARM IS OPTIONAL 2,. J 9 High Level Pi Alarm Floc (optional) ONSITE WASTEWATER SYSTEM DESIGN TANK SPECIFICATIONS Fiberglass Gasketed Lid with Stainless Steel Bolts 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 CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 1750 GALLONS REQUIRED TANK(S) = 2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET TYPICAL PLAN VIEW - N.T.S. v •� 00 Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 CONCRETE DISTRIBUTION 0RCPQ\/AT10NI/VPNIT PIPPc (TVP ) QUICK4(TM) ) CAPS INFILTRATOR(R) QUICK4(TM) CUT SHEET 5211 (EFFECTIVE LENGTH) DESIGN 4 -BEDROOM MAIN RESIDENCE, <6000 SF = 800 GALLONS PER DAY TOTAL LOADING = q = 800 GALLONS PER DAY PERCOLATION RATE = 9 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 9) / 5 = 840 SF REDUCTION OF 50% = 420 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 88 FEET = 22 CHAMBERS TOTAL NUMBER OF CHAMBERS = 44 PROPOSED NEW INFILTRATIVE AREA = 435 SF TWO TOTAL TRENCHES CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4' MAX PVC INLETS TO GO INTO TOP PORT ON END PLATE NOTES: 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 6' MIN. EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL BACKFILL in SLOPE FOR DR /NAGE-----....._-� 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X 4' SCARIFY SURFACE TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION Project No. 1353 Xlolk•ffllh