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Home My WebLink Aboutpitkin.eh.264523410001 (1997) Main HouseASPEN/PITKIN I=NVIRONMENTAL HEALTH ULFAK(MENT APPLICA- 'FOR INDIVIDUAL SEWAGE DISPOSAL F 'EM 130 S. Galena St., Aspen Coloral o 81611 Phone 970-920-5070/Fax 970-920-5039 Permit Parcel ID # 2(e Permit For: New Installation (CK) Repair ( ) Remodel ( ) Emergency Use ( ) Name of OWNER �vC �/✓� ,49110Ne / Sit 0 Z. /1 X -,V/ v� i �R• �Atirail6 l�f�CGE /�� . SZS� Owner's Mailing Address // Business Phone: (102 -• %OS-• 9722 Home Phone: l� 2 ^ 99 Name of Agent gyW //.f �� paw Agent's Mailing Address l2e /"�� fT p�`P�y ald l/ G� p Business Phone : / er-I>'9`�� Cell Phone : 9�0 ' 3/ G Fax: (2v /fie Copy of permit to be sent to: Owner ( ) Agent ( ) Both ( ) Street Address //u O Legal Description: Lot p Block � Subdivision Size of lot �%/PIti �✓%b�a Size of bldg. acres Type of proposed structure: 9- envelope Total area/living space (sq. ft): /,5"00'a # of Bedrooms, offices and similar size :rooms: # of �� S /9C.G�•f Water:( )Private well( )Spring ( )Stream (3f6ommunity/Public (Name of System) e�AVW44 Is Proof of Adequate Water Attached ? ( ) Yes (,<) No ,Y/OT i��✓L/Ofi%�GE Has this Project been approved by Pitkin County ?( ) Yes (4No —,"?— Is a copy of the floor plan attached ( required ) ? (04Yes ( ) No Application for an individual sewage disposal system is hereby submitted. The undersigned acknow!adges that the above information is true and that false information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the appruval of any other pemnt required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits hay beep obtained. The owner assumes all responsibilities h case of failure or inadequacy of this system. Signature, of applicant ri Date �'— For department use below PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Design Criteria of system to be Installed ( Any changes must be submitted and approved in writing) Septic tank capacity: 3250 d gallons Absorption area: 3Y/,j s ,d ",-a) sq. ft. is de5.9hs d f�9h Civ,�f �n�lru�-,�� decd ��1 3i-9� mus-- be- ,ecu— sf ue*) � ;v&u_ o� Cxcuva�ir� - ro nam r�9 M,u � Sof I's . /41/ 5 -Fhacks .nus+ he ZW i fain vd An inspection is required prior to backfill of any component of the distribution system. Design by Engineer Required ? (4Yes ( ) No All plans and specifications of the engineer must be followed. Any changes must be approved in writing and the engineer must certify the final installation to the Environmental Health Department in writing. Permit approval by: I Date Plans and specifications of the proposed individual a d911 at syste ve been reviewed and are considered satisfactory. Permission is hereby granteii to the owner or the agent to perform the work indicated in accordance with thin Cou ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless syste'n construction has commenced or an extension has been approved in writing by the Department. Installer. As -Built drawings must be included with this permit before the final approval will be issued. Final Inspection Approval. Date: Date requested: Date Pd.: /0- 3-1-1 Receipt #: - 3t (,-I Received by: I r— __ Information complete: t' Design Workshop, Inc. Landscape Architecture Land Planning Urban Design Tourism Planning October 3, 1997 Environmental Health Department Pitkin County 120 E. Main Street 130 S. Galena street Aspen, Colorado Aspen, Co. 81611 81611 Telephone Re: Homestead 8 at Wildcat Ranch- Septic Permit Guest House/ Main House 970 925-8354 Facsimile 970 9204387 On behalf of Bruce and Diane Halle, the owners of Homestead 8 at Wildcat Ranch, Design Workshop is submitting the attached plans for Environmental Health review and approval for an ISDS for the Guest House and Main Residence (these are submitted a Albuquerque two separate packages). Denver Jackson Hole Specifically, you will find attached the floor plans and site plans and a check in the Phoenix amount of $150.00 for each application. Santa Fe Please review this information and call me if you have any questions or when you are SAo Paula ready to visit the site. Vail s• Respectfully, 't, k,-- Bruce Hazzard, Principal DESIGNWORKSHOP 4i OCT -08-97 11:39 FROM: DESIGN WORKSHOP INC ID: FROM : Hegberg/Wildcat Land PHONE No. : 970 923 5338 W W 14 D C A T RANC N PAGE Oct. 08 1997 10:52AM P1 Wednesday, October 08, 1997 Brune Hazzard Design Workshop 120 East Main AspM CO 81611 Dear -Bruce: The Wildcat Ranch Association operates a domestic water treatment plant capable of delivering 1;782,000 gallgns ped year to Homestead S. The lines to Homestead 8 have been installed, and the ,.. .sgatem is ready to be utilizd by that lot_ Ifyou or anyone at Pitkin County have any further questions, please feel free to call. :.rte.^=�.•• Sinoerely, &I 4f — Bill Hegberg President Wildcat Ranch Association WILaCAT RANCH ASSOCIATION 0376 WILDCAT WAY • v.o. NOX 974 f N 6 `r M A f 4, COLON ADO 41 65 4 I I L 3a3�993-2941 • FAX 303.943-4137 rep Q Design Workshop, Inc. Landscape Architecture Land Planning Urban Design Tourism Planning Transmittal Date 15 December 1997 Job Number 1535 To Betsy Kips From Amy Capron 120 East Main Aspen, Colorado Number of pages (including transmittal) 1 81611'' Telephone DEC 1 5 1993 970-925-8354 EI` W '',.4' . Facsimile f �- 970-920-1387 Comments Betsy Attached you will find two copies of the revised engineering drawings for the septic system for homestead 8 at Wildcat Ranch ( the Halle Residence) per your request. We assume that you have the original application form and permit review check. If not, we would be happy to provide another check for you. Also if you need a copy of the architectural drawing we can supply you with those as well. If you have any questions, please feel free to give us a call. Thank you, Am By Amy Capron DESIGNWORKSHOP F , .spen / Pitkin Environmental Health Departm Contact Log Sheet Name: fGfu" Gyaz2- .cp /�rictrr E�c�✓tee Parcel ID#: d -G q 0 - 00 Address: Date Person Spoken To Comments / Action to be Taken Initials Time tr7'7 ung V, m.ja -1 55- /L- -.P u le fkc 4, C,.r /10 OVU 0-- j4q 4, c --e c 9 - i 0 1— As o of 46e- s iIs los 4 8�. � ; r d lwi I ID ✓! //7 5LLW 0 &in A to `k.L- wo if - t� & clCd,1 V4 d r¢ a- U2 rt rua.r-d s VOi J JJ A SOILS AND FOUNDATION INVESTIGATION HALLE RESIDENCE HOMESTEAD 8, WILDCAT RANCH PITKIN COUNTY, COLORADO CTL/THOMPSON, INC. CONSULTING ENGINEERS e PERCOLATION TESTING We drilled nine (9) percolation borings to approximately 4 feet deep and three (3) profile borings to approximately 10 feet deep. Locations of our percolation and profile borings are shown on Figures 2 through 4. Summary logs of the soils penetrated by our borings are shown on Figure 6. Results of our percolation tests are shown on Figures 11 and 13. At the percolation field area for the proposed Halle Residence, the average of the last three readings from each of our percolation tests . 87 min/inch. standard percolation field is not in the area we tested. At the percolation field area for the proposed guest residence, percolation test results varied with location. We believe the clayey gravels and gravelly clays at P-4 and P-5 have a percolation rate of 30 min/inch. The percolation rate in P-6 is faster than 5 min/inch. We believe this is due to "clean" gravels near or at the bottom of the percolation hole. We recommend using a design percolation rate of 30 min/inch where the bottom of the percolation field will be into the clayey gravels or gravelly clays. If the bottom of the percolation field exposes sandy to siltye gravels vve believe the percolation rate will be faster thaff mirt/inch and that a standard percolation field will not be appropriate. We should view the completed percolation field excavation to judge the soil exposed and verify the design i percolation rate. At the percolation field location for the proposed caretakers residence our percolation test results indicate the percolation rates are faster than 5 min/inch. A standard percolation field will not be appropriate at the location we tested. LIMITATIONS Our exploratory borings were spaced to obtain a reasonably accurate picture of the subsurface. Variations in these subsurface conditions not shown by our BILL POSS & ASSOCIATES crux GS -2019 13 exploratory borings will occur. We should observe the completed excavation to confirm the soils are as anticipated from our exploratory borings Our report was based on conditions disclosed by our exploratory borings, results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed buildings as we understand them. We should be advised when the final designs are developed to allow re-evaluation of our conclusions and recommendations presented herein. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing in this area at this time. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. CTL/THOMPSON, INC. Wilson L. "Liv" Bowden Professional Geclogist' Reviewed�ay" ohn I��- Br Manager ::,(•' LB:JM:cd (5 copies sent) BILL POSS & ASSOCIATES CTUr GS -2019 14 14 0 0 h II a rryl O d N d 0 M W 1 41 A - HALLE RESICE HOMESTEAD S, WILDCAT RANCH PITKIN COUNTY, COLORADO 8210- 1 Slope grades potentially greater than 90 percent. Scale: 1"=200' LOCATIONS OF EXPLORATORY BORINGS (HALLE RESIDENCE) Job No. GS -2019 AVIV A 4 Fig. 2 it HALLE RESIL—XCE HOMESTEAD 8, WILDCAT RANCH PITKIN COUNTY, COLORADO 7-//ovS& Slope grades potentially greater than 30 percent. Scale: 1"=200i LOCATIONS OF EXPLORATORY BORINGS (GUEST RESIDENCE) Job No. GS -2010 Fig. 3