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HomeMy WebLinkAboutpitkin.eh.264315100006 (2010)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. IJP' Jaa cW_ SITE WASTEWATER TREATMWT SYSTEM (OWTS) EH/NR CONSTRUCTION PERMIT Permit #: 10014 0405 Castle Creek Road, Suite 10 Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2643-151-00-006 Permit Issued: ❑NEW ❑REPAIR EREMODEL/ADDITION ❑TANK ONLY [:]FIELDONLY ❑AMENDMENT Owner(s): Donald Delise Property Address: Legal Description: Size of Lot: 13+ Size of Building: 1574 Woody Creek Rd Acres 996+352 Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: ❑YES ONO The system is designed for: A 1 bedroom barn and a 1 bed -g -511111111111111111111111a,_ -1 Sq. Ft. Designed By: All Service Septic Project #: 1520 Dated: 4/21/2010 Phone #: 970-618-5033 Mailing Address: PO Box 2844 Glenwood Springs, CO 81602 Fax#: 303-216-2796 Email Address: Toetzlacomcast.net Perc Rate: 9 MPI Profile Hole Depth: 8 Depth to Groundwater or Bedrock: Greater than 8' Minimum Tank Capacity: 563 Minimum Absorption Area: 340 ft.sq. conamons: This OWiS 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 system will be used by the 1 bedroom cabin and 1 bedroom barn for a total of 2 bedrooms . The existing system will be added on to in order to create the additional capacity. A new 500 gallon septic tank with an effluent filter will follow the existing 500 gallon tank and lead to the new distribution box. The 0 - box must be installed level and be accessible from the surface. One half of the flow will go to the existing drain field consisting of 12 standard chambers with 186 square feet of absorptive area and the other half will flow into the newly constructed bed. The new bed will have 16 "quick 4" chambers laid out in a bed 8 chambers long and 2 wide for an additional 158 square feet. To prevent vehicles from driving on new field adjacent to the parking area, some sort of protection will be required. Before final authorization of this permit, documentation for proof of maintenance of the septic system for the main house must be received by the Pitkin County Environmental Health Department. 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. 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/NR before final approval of the ystem will be issued./ Issued By: Q c f\ 1 Ja o h Date: 6 2 10 Expires: 6/ 2 /I Installe License #: ct x ca v to Reactivation Authorized by: Final A oval Issued By Date: I -� t O c ck New Expiration Date: ��� J I c::)f 19 nr , in , ,1 i -n aW IT) Ci ( SITE WASTEWATER TREATMEN MYSTEM (OWTS) EN/NR CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel IDN (available from the Pitkin County Assessor's Office 3 970.9205160 or at www.oitkinassessor.oral: O� Purpose of Permit: ❑ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDrrfON ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Fax Number: Property Address: -0e Ali Lot: B k: Filing: ubdivision: Size of Building (square feet): 9 z Number of Potential Bedrooms: Property Cwner(s)': Email Address: — i ILO/' /✓4 T Ovmer's Mailing Address: City, State, Zip: Home Ph gqnne Business Phone: y7U 3 -.7 - 3,/ 7 r/ -wnracr rnrormarron musr oe proviaea ror me owner signing rms appucanon. Primary Contact Person/Applicant (if not owner). Company: Contact/Applicant Mailing Address. City, State, Zip. Cell Phone: Business Phone: Fax Number: Email Address. Building Permit N (if applicable): Lot Size (in acres): / 3 t=t Size of Building (square feet): 9 z Number of Potential Bedrooms: etached Accessory Unit? ❑YES ❑ NO Size of Accessory Unit (square feet). umber of Potential Bedrooms In or Fixture List for the Accessory Unit: later Source: ERPRNATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM ame of Community/Public Water System (if applicable): �QSY�Cs- �� �� �ZfJ l�l�oi eS3- 2t6- �tRjb Mailing A res�j City, State, Zip: O BdY Zrl-A$ r,(�ernr nod �sCrr n.s. PLEASE 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 1 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. Signaturruiredd / � / Date. by EN/HR §taR / n - q Fee & Receipt #: Date'. a v �Dgtj 000293os, E Carla Ostberg L From: Debbie Weinant Sent: Friday, June 04, 2010 2:33 PM To: AnnMarie Prince; Bonnie Waechtler; Brian Nichols; Brian Pawl; Brian Pettet; Bruce Romero; Carla Ostberg; Catherine Berg; Cory Garske; Dawn Sager; Debbie Weinant; Debby Payne; Dwight Shellman; gavette@carbondalefre.org; Ginny Bultman forward; Jan Schubert forward; Jeff Rice; Jim Wilson; Joanna Schaffner; Kathy Rogo; Lee Ledesma; Mary Lackner; Qwest Addressing; Sam Irmen; Sandy Boteilho; Scott Thompson; Tom Parry; Tony Fusaro; Tony Popish; USPS Aspen; USPS Basalt; USPS Carbondale; USPS Snowmass; Vicki Mange Subject: New CDU Address 1576 Woody Creek Rd Attachments: Woody Creek Rd 1576.pdf CDU Address: 1576 Woody Creek Rd PIN: 2643-151-00-006 Owner: Donald Delise Debbie Weinant Administrative Assistant Pitkin County Community Development 970-920-5525 debbie.weinant@co.pitkin.co.us Name: Cj Paroel lD#: Date- Person Sp ?1120 16 6 to - y PAMn County Environmental Health Department Contact Log Sheet erlL u ti - n IN. �ffi� �Sm OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name 'A, CT"'64i : _1, i c a r -� Parcel ID # :.:..i0;'r. House Size (sq. ft.) g,$,,._ (75 gpd or 100 gpd) 75 Number of Bedrooms in Main House a.•j -.2 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit-� oT:•..� 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 300 State Review Required? no Perc Rate � (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 450 Minimum tank capacity 563 gallons Absorption Area (-Q/5 X SQRT perc rate)(1.4 loading factor) A - 378 sq. h. of absorption area required Absorption Area (-Q/5 X SQRT pert rate) WITH SECONDARY TREATMENT (no loading factor) A= 270 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 2LO no red. 3�¢7 34 38 Dosing (-20°.) 302 (-20%) 302 31 31 Chambers (_30".) 26 (-10%) 212 27 34 Max Allowable L"J 189 (-30%) 265 19 27 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) go no red. 27q 25 27 Dosing (-20%) 216 (-20%) 216 22 22 Chambers (40`61 189 (-10%) 243 19 25 Max Allowable 1335 (-30%) 189 14 19 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = • NtB & R Septic Service, Inc. Rooter & Jetting Service Video Inspection Service 0603 Handy Drive Carbondale, CO 81623 Bill To Don Delise Box 345 Woody Creek, CO 81656 Cl Invoice Date Invoice# 8/16/2010 4701 P.O. No. I Terms I Project I15�q bOr' beG ,,, Zb �l - l �5 1-00 -00b 1J L VXV\ 0. Vw h k T -VU C� Y\" CAD'f 6'-VJs a J I l�!0viA c6A-nwo Thank you for your business. I Carbondale I Aspen I Fax (970) 963-38... (970) (970) 963-6070 TCS $720.00 L' Due on receipt Quantity Description Rate Amount 1,800 Pump 2 septic tanks 0.25 450.00 1,800 Dump Fee 0.15 270.00 Sales Tax 3.90% 0.00 I15�q bOr' beG ,,, Zb �l - l �5 1-00 -00b 1J L VXV\ 0. Vw h k T -VU C� Y\" CAD'f 6'-VJs a J I l�!0viA c6A-nwo Thank you for your business. I Carbondale I Aspen I Fax (970) 963-38... (970) (970) 963-6070 TCS $720.00 L' 10 It Y W K U O °o AS Aut4T UPGRADE s OWS •.rew em�ria+ arrrc rwrmrrr vnueHr Rrw Drrourur wn �[ rnr�o wr rano 0r611bl1IpD11rDIl ewuowrroaaaa wurr rurE �ttSY I i I I �r 1 I I Ta a DRAIN : FEID \V• Fm MB I RlBG E. r •.rew em�ria+ arrrc rwrmrrr vnueHr Rrw Drrourur wn �[ rnr�o wr rano 0r611bl1IpD11rDIl ewuowrroaaaa wurr rurE �ttSY I i I I �r 1 I I Irar•swr rrwerh rwa rroo�.nraDp leu®rorsa.rru�nD I wowoMf wrtMr ww r�aolMon eouwiwr pucwr�npn ' awr mF� wraa rarmunroan ro MD I Dlrwrll4D ALL BERME So&. LLC 1574 WOODY CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN -CABIN PRO NO. 1520 PO aox 228". owwooD Spdrmp. CO BIW2 DELISE RESIDENCE AND BARNREV. 421-10 PITKIN COUNTY,COLORADO FIGURE 2 • • April 21, 2010 0 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 Don Delise PO Box 345 Woody Creek, CO 81656 Subsurface Investigation and Bedroom Cabin and Barn with 1574 Woody Creek Road Pitkin County, Colorado Don, 0 Project No. 1520 Revised Onsite Wastewater Treatment System Design, Existing 1- 1 -Bedroom Apartment ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The design is to be used to upgrade the OWTS to comply with current regulations. The existing OWTS must be upgraded to comply. The property is located outside of Woody Creek, in an area where OWS and wells are necessary. C IMAKQO0MgClIM A single-family residence presently exists and is utilizing a separate OWTS. A 1 -bedroom cabin and barn with I -bedroom apartment exist and utilize an OWTS that consists of a"TOTIMR s tank and a 186 SF gravelless chamber drain field bed! Water is provided by a well located to the northwest of the existing cabin and barn. 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 a 4 -inch sparse root zone, underlain by cla ey sand to the maximum depth explored of 18 feet. Groundwater or bedrock was not encotttThree percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 8 to 10 minutes per inch (MPI). A 9 MPI rate will be used to design the OWS. t, DESIGN SPECIFICATIONS The OWS design is based on,2 total bedroomsr' and an average sewage load of 300 GPD►The installation must include the existing 500 -gallon septic tank to be followed by a 500 -gallon concrete septic tank with an effluent filter on the outlet. The existing drain field must be upgraded to include an additional 16 `Quick -4' chambers, equaling a total area of 344 SF of infiltrative aregd Two rows of 8 chambers may be added. A distribution box brought to grade must he installe(Pto distribute effluent. G 0 0 Onsite Wastewater Systems Page 2 Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. This design for the subject property, noted above, is valid only in conjunction with the approved Pitkin County Environmental Health and Natural Resources Department. 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. 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 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 he 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. 1U 0 LIMITS: 0 Onsite Wastewater Systems 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 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 SERVICE septic, LLC Timothy R. Petz 3 copies Reviewed Ai Richard H 0 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1520 PROFILE PIT Date of Test: 8/19/2008 0 - 4" Sparse Root Zone, Sandy 4" - 8' Sand, Silty, Clayey, with Sparse Gravel and Small Boulders, Dense, Moist, Red/Brown 11) No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI in. in. 1 30 10 2.50 4.00 1.50 10 4.00 5.00 1.00 10 5.00 6.25 1.25 fill 10 3.00 4.25 1.25 10 4.25 5.50 1.25 10 5.50 6.75 1.25 8 2 33 10 3.50 dry fill 10 2.00 3.00 1.00 10 3.00 4.00 1.00 fill 10 1.50 3.00 1.50 10 3.00 4.00 1.00 10 10 4.00 5.25 1.25 3 36 10 2.25 4.00 1.75 10 4.00 5.25 1.25 fill 10 5.25 6.50 1.25 10 6.50 7.50 1.00 10 7.50 8.50 1.00 10 10 8.50 dry "CVG = 9 MPI 11) W INFILTRATOR(R) QUICK4(TM) CUT SHEET RW CROSS SECTION OF TYPICAL CHAMBER -TRENCHES OBSERr4TION PIPE 1VITH CAP LIMITATIONS -THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. E 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 LLC.MUST VIEW INSTALLATK)N TANK SPECIFICATIONS CAPACITY REQUIRED =q X 1.5 X !30 HOURS124 HOURS) .563 GALLONS �m�aw .M.®wae v�auE..r en.xr,.rue i SWEEP/ 2 WAY G_EANOUT DETAILS • (N.T.S) TYPICAL ALL SERVICE eeptic, LLC S/ WOODY CHttK ROAD '5'4 DELISE RESIDENCE 'LD—UR41ry4OL REQUIRED TANKS= II DOC, GALLON MINIMUM LOADING PITKIN COUNTY COLORADO F 'W' WIDTH OF BED - 8 FEET - 2 CHAMBERS CAPACITY). ADD 504GAU ON SEPTIC TANK CABIN WITH ONE BEDROOM .S. U'MAx LENGTH OF BED =24 FEET -8 CHAMBERS aRAOE WI IH AN EFfLUEN I FILTER TO THE EAS IING 75 GALS/PERSONS I DAY X 2 PERSONS / BEDROOM =150 GRD I _ 2 O• N AMBERS. MBERS. 3' X 4 500 -GALLON SEPTIC TANK. BARN WITH ONE BEDROOM \ 75 GALS/PERSONS, DAY X 2 PERSONS / BEDROOM ='50 GPD EXTENT OE AREA PROPOSED (IRE 1 BED EXCAVATION `— SC491FV SMFGCE LEVEL 4• SOR 35 PVC TOTAL LOADING =q= 300 GALLONS PER DAY BEDS MUST BE LEVEL CHNNBER . _ .. PROPOBEo eeo-le roucK+cw,NB2Rs L- DESIGN CALCULATIONS 90 DEG 'TEE' FITTING '^I 1.2:1' TOTAL AVERAGE LOADING =9=300 GPD TYPICAL PLAN VIEW - N.T.S. RE RCOLATION RATE =I.9 MINUTES PER INCH OBSCRVATION'VLNT PIPCS (TTP.) CALCULATED AREA =(01.5 X 4YXl91gT OX IM -378 SF REDUCTION OF 10% FOR GRAVE LLE SS TRENCHES INLET FROM TOTAL AREA - 37CX 10% REDUCTION +340 SF REQUIRED SEPTIC TANKS \\1 ENS1NpB01-12'BTANwN)'CHMBFA9 O EXISTING CHAMBER DRAIN FIELD 12'STANDARD GRAVELLESS CHAMBERS TOTAL AREA EXISTING =188 SF ALL SERVICE eeptic, LLC S/ WOODY CHttK ROAD '5'4 DELISE RESIDENCE OWS DETAILS PROPOSED DRAIN FIELD oBTRBURRI PITKIN COUNTY COLORADO F 'W' WIDTH OF BED - 8 FEET - 2 CHAMBERS BOK eROIABHTTO LENGTH OF BED =24 FEET -8 CHAMBERS aRAOE INFILTRATOR(R) QUICK(TM)TOTAL NUMBER OF CHAMBERS =16 AMBERS. MBERS. 3' X 4 PROPOSED NEW INFILTRATIVE AREA 138 SF PROPOSED GRAVELTOTAL AREA PROPOSED (IRE 1 BED 3' LEVEL 4• SOR 35 PVC O MANIFOLD . _ .. PROPOBEo eeo-le roucK+cw,NB2Rs L- 90 DEG 'TEE' FITTING '^I 1.2:1' ALL SERVICE eeptic, LLC S/ WOODY CHttK ROAD '5'4 DELISE RESIDENCE OWS DETAILS PROJECT No. 1520 axAm.r.�sw�ss PITKIN COUNTY COLORADO F 'W' REV. 4-21-10 e r I SBPG ULON � v pli CONCRETE \ F�4' AND BARN \ INBPECTEOUPON PITKIN COUNTY COLORADO FIGURE 2 IXCAVATION. 4- SCHED AD PIPE. INSULATED UNDER DRNE WITH I' MIN \ SL UEBOARD OF EGIAVEIANT I I, ... 1 LARGE� BOULDERSMOCKS 1 I TO PRDTE CD I p WNFlE I 70, EAISTING ` \\\ DRAIN FIELD R FOR MAIN RESIDENCE \ \ \ IN$TALLOB$F ��_ RPE$ ON EAf BED. `\ "STING 13 5TANON \ CHAMBERS PROPOSED UPGRADE \ BROUG DISTRIBUTION Box BROUGHT TO GRADE MUST HAVE ACCESS OWS \ PLEVEL MA \ WED GRAVEL (SEE DETAIL) IN$TALLIB'OUICK4 \\ CHAMBERS. 1 BOb(:ALLON CONCRETE IANEW NEFFLUENTRLTER ONO T MUST ON OUTLET T BE IIRTALLIT)AS NOTED. OBSERVATION I vivss lTvv.I NOTE AS AN ARECAST.LON. / I OMRARTMEN CONCRETE SEPTIC TANKCAH CONCRETESEPTICTANK EFFLUENTFILTERONTSE OUTLET / I INSTALLED TO SERVE THE MAY VE THE $TRUCTJIES. CJRES, / I 1 / 1 J 1 J' 1 I 1 1 BETWEEN B I6 SETBACK BETWEEN TANK IAND DRAIN FIELDS - f EODSTING SODGAILON I{, SBPG ULON INLET AND OUTLET. pli CONCRETE TANK MUST BE AND BARN TANK INBPECTEOUPON PITKIN COUNTY COLORADO FIGURE 2 IXCAVATION. 4- SCHED AD PIPE. INSULATED UNDER DRNE WITH I' MIN \ SL UEBOARD OF EGIAVEIANT I I, ... 1 LARGE� BOULDERSMOCKS 1 I TO PRDTE CD I p WNFlE I ALL SERVICE Septic, LLC 1574 WOODY CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN - CABIN PRO NO. 1520 PO Sm P�844, Glenwood Springs, CO 81602 DELISE RESIDENCE AND BARN REV. 421-10 PITKIN COUNTY COLORADO FIGURE 2 • • � I C I SITE PLAN', EXISTING I CONDITIONS, AND \ LOCATION OF \ TF F ' % \\ PERCOLATION HOLES \ \\ EXISTING \ DRAIN FIELD FOR MAIN RESIDENCE \mo INGLE-FAMILY RESIDENCE I NO GARAGE WELL GARAGE: j J I N I I i SCALE: 1 x' s' eo " = 40' r, I IEXISTING SEPTIC TANK AND CHAMBER DRAIN FIELD SERVING CABIN _ —AND BARN d 1574 WOODY CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN - CABIN ` � DELISE RESIDENCE AND BARN PROFILE PIT \T 97MIS-6033 PITKIN COUNTY COLORADO FIGURE 1 1 I \ 1 \ ....... \ P \ \ STALLS � P-20 \ _J • \ PJ I N I I i SCALE: 1 x' s' eo " = 40' r, I IEXISTING SEPTIC TANK AND CHAMBER DRAIN FIELD SERVING CABIN _ —AND BARN d 1574 WOODY CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN - CABIN ` � DELISE RESIDENCE AND BARN REV. 4-21-10 97MIS-6033 PITKIN COUNTY COLORADO FIGURE 1 1 I ....... -BARN WITH 1 -BEDROOM _J SHED ALL SERVICE epdc, LLC 1574 WOODY CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN - CABIN PRO NO. 1520 PO Boz 2844, Glenwood Spdngs, CO 81602 DELISE RESIDENCE AND BARN REV. 4-21-10 97MIS-6033 PITKIN COUNTY COLORADO FIGURE 1 TjL-"L/f% 0/-p f4z%.IAI nj F u • 0 • FOR: DON DELISE AT: 1574 WOODY CREEK ROAD 18 V I WOODY CREEK, COLORADO 61656 o e �� THE P9R WORKSHOP unsure+® P08a1C�12 e.�vrttnes, axanum ete5n e�a,z�anae7 wWw.�tvmA�r�.mw Fp WRJ-5-66 ,TAT•F COLORADO "_A PERMIT TO USE GROUND WATER APPLICATION FOR: i �A PERMIT TO CONSTRUCT A WELL OTHER Application must be compieted satisfactorily before acceptance PRINT OR TYPE r APPLICANT J Street Address City E State )n,'r/* Use of ground water Owner of land on which well is located Number of acres to be irrigated Legal description of irrigated land Other water rights on this land Owner of irrigate land Aquifer(s) ground water is to be obtained from ESTIMATED WELL DATA Est. quantity of ground water to be claimed: Est. Max. Yield /0 GPM or CFS Est. average annual amount to be used in acre-feet Storage capacity AF Anticipated start of drilling ?, 9 Hole Diameter; ::::�=in, from ___L1 to /•rC ft. in. from ft. to ft. Casing; Plain ! in. from! ft. to /' ft. in, from ft. to ft. Perf.___�in. fromft. to le: ro ft. in. from ft. io ft. PUMP DA J. Outlet TYpeHP j size_� This application approved PERMIT NUMBER 2898P, DATE /u r�MI%�; (i SEP 291�SS GROUND GDia +•°� LOCATION OF WELL COUNTY? j1�, sec. T. R. �� (�; ,�(;. P.M. Ground Water Basin Water Management District SE DIAGRAM ON THE BACK OF THIS SHEET TO LOCATE WELL. Driller -,V. 7.,, ,A /No.Drillrls 0.#7 Address Za Yep. l rcL •"� •i r. � JCS Slgrkdture cy Applicant CONDITIONS OF APPROVAL This application approved CONDITIONAL PERMIT (Permit good for o of issuance) DATE ISSUED NO. e (1) year after date Chairman Ground Water Commission • ` DELISE ACTIVITY ENVELOPE AND SITE PLAN • A TRACT OF LAND SITUATED IN SECTION 15, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH. P.M. PITKIN COUNTY, COLORADO VICINITY MAP s y3 RECEPTICNP 619102. 0"12010al 0110:1' PM, I OF 1. R 541.00 Jenlu M. Vo' CAYSIII. PRAIR COUPR, CO PUT OR 91 PO " 19 PARCEL 10'. 0B4315100008 hummmammmo i° P = 50' NOTES w 4CRN I5. T06NI00P 1 SO , P.M. AM MIMF PMMTKMY Y THE EAST -GLUM 1 OORNN OF L4.. MENCE 9M'JP00"E .. FEEC MENCL SVP0*WE 0. FEET. MEMCE 41)2:1'00.'X- II - FEET, 1NENCE S1196'COY SEW FEET; MEMCE 52T 00,w 1".00 PEET. 1MENL£ mlrw'M PL.50 FEET; THENCE N.W41'0Yw u.]5 FEET: THENCE u)1' 7WW IW70 FEET; THENCE NMS.1'S6'E S 27 FEET: THENCE S,r400'E =L20 FEET. M N!!91'LO-C 544.90 FEET TO TME P.T OF fif. G COVMW OF NUON. STALE OF Ch0OA00 1l CONFOW w1ERPAL IS M (]) AWL YFJMJYMJb(- )555.1]' A: M.C. MCP " CONNUt LEGEND • INMATES FWM M WNT AS KSCR ED. FENCE IME ® EEWIEAO --0�-- OKAHEAO PONER IME 'Os PONOI POLE emooPwS RRE pl EJECTNIC PETER ` EVEAGYDI TREE © PRO^MLC 1.