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HomeMy WebLinkAbout601 Castle Peak Ranch Rd - 193922301010INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1766-98 BP NO. 11883 OWNER: CHARLES AND TERESA HAUSER PHONE: 612-429-2548 MAILING ADDRESS: 4300 COTTAGE PEAK RD., WHITE BEAR LAKE, MN 55110 APPLICANT: SCS BUILDING GROUP LLC, CHUCK COLBY PHONE: 468-1486, 485-2700 SYSTEM LOCATION: 0601 CASTLE PEAK RANCH RD., EAGLE TAX PARCEL NO. 1939-223-01-010 LICENSED INSTALLER: DEFINA CONSTRUCTION. GARY DEFINA LICENSE NO. 44-98 PHONE: 926-9469 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 827-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON CONCRETE SEPTIC TANK 1984 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 64 INFILTRATOR UNITS. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/4/98. INSTALL IN SERIAL DISTRIBUTION IN TRENCHES RAKE TRENCH SIDEWALLS TO PREVENT SMEARING OF SOILS. AND FENCE OFF LEACH FIELD AREA SO LIVESTOCK DOES NOT GRAZE OVER IT ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT SEPTIC SYSTEM APPROVAL. _ _fit ENVIRONMENTAL HEALTH APPROVAL /IAA __�WZ� 1 '- DATE: MAY 11, 1998 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1984 SQUARE FEET (VIA 64 INFILTRATORS ) INSTALLED POLYETHYLENE TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET FROM SEE ENGINEER'S AS RTTTLTS FOR SYSTEM cnmPnNFNT T nCATT(1NS COMMENTS: ENGINEER FINAL APPROVAL RECETVED 11-20-98 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED, ENVIRONMENTAL HEALTH APPROVAL �N DATE: NOVEMBER 20, 1998 Plan MUST be attached) ISDS Permit # /?& (a ` G i Building Permit # it 813 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * PERMIT APPLICATION FEE <�-150.�O PERCOLATION TEST FEE 200.00 * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: S MAILING ADDRESS C2:"0 �(J,, 1 PHONE: APPLICANT/CONTACT PERSON: SGS tsA4i',.,.� l�lr in LL-C.� PHONE: LICENSED SYSTEMS CONTRACTOR: O,�r�ye�, l �.,,s ryt r � PHONE: q2(o g4(o-9 COMPANY/DBA : ADDRESS: �" n, n^ P . C© . PERMIT APPLICATION IS FOR: (vl' NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: L-ok 11 ak l-jQhl�, vo �1�.�.1?�►-� ��5 -- L(., Re, e Tax Parcel Number: lg34223 [n10Ip Lot Size: 35, 01 c,,reS Physical Address: 01 LtiUvubV, BUILDING TYPE: (Check applicable category) (v/ Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number of Bedrooms Number of Bedrooms Type TYPE OF WATER SUPPLY: (Check applicable category) (✓f Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require de 'gn by a Registered Professional Engineer SIGNATURE: Date: - ************* ** ***** *************************** *************** AMOUNT PAID: Z-50 RECEIPT #: V /��n DATE: 4r7 CHECK #: CASHIER: Eagle County Building P.O. Box 179 500 Broadway &gle. Colorado 81631•-01 7P EAGLE COUNTY, COLORADO Date: May 11, 1998 TO: Defina Construction FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1766-98. Tax Parcel # 1939-223-01-010. Property Location: 0601 Castle Peak Ranch Rd., Eagle, CO., Hauser residence. Enclosed is your ISDS Permit No. 1766-98. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 875 5. cc: files LKP Engineering, Luiza Petrovska Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO November 20, 1998 Charles and Teresa Hauser 4300 Cottage Peak Rd. White Bear Lake, MN 55110 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1766-98, Tax Parcel #1939-223-01-010. Property location: 0601 Castle Peak Ranch Rd., Eagle, CO. Dear Mr. and Mrs. Hauser: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations.of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files Received Nov-19-98 05:29pm from 303 468 5966 4 ENVIRONMENTAL HEALTH page 1 11-19-1998 04:30PM FROM SCS Bldg Group TO 101046819703280349 F.01 21, Mg Mr. "Vok Colby scS *o1ilc mg Group l�,(?. fax 2E:{1B Dilk�d. CA 80435 P-Et I "Putiosh of sewc system ImtaWon Lot 1 , His x 8nd Meaftw Sstdo at Cal Pe* Raleb Engs Couwl colorado Fro No. "M , Permit No. 17M-" E 3;�8" 71 ST t the requ of W Owy of Doium Corr Ww, ids., w AWa 1,1 "s, we Visw the diih d>yl 1, XjWW UWdowbUto i+t 0 Peak Rmrh ww l ag, as* aunty, Cokir ub. The pu rpow of our dw ' wa to obaom tiro imWkd sq*.gstem. They inwMed the system in a tt compho as with tlha soda *van dWA Draw-V We 9955 D.DWQ. doW May 4,1998, no estm was conuded to *A min sssidimm as sbm *a tbo WwW sketchy, &-dwn by Mu D*u i, The Septk Tw& we two Pw0w*oW 1500 Sdkms, o y1w Umk. `i'he tank hood taro in covers, wa Sixty-fdxar. StwdW hfdkdw Cumbers aura irWlie iia i*ndar &cuchw with It Iiifiltmt= sharp, Tbo b Must= wav 600 ociod'vikh MW charhibadw. In the lw bftuw of trWdix, kwpwdn ptU wew I i"W. Hoxiiwdtaal diftm fivsmar to *aft of tim fir, "a 9 w mom Ali opb* was SDR-85, 4,inch Svc, The NO pmflie in the Ufteba was oca&AW W th the wfl apond en the proiite bole. If you have sW q qez, plow do rust hasizfe to call. W j M& 14M Fmemtt, Lagka Co Zr tanmarnal Heft DY *ok fay 328.71 M P.O.5= 2837, Rdw2nU, C010 d0 8I632 9 (970) 9269M Td ' ( g26.M M Received Nov-19-98 05:29pm from 303 468 5966 ENVIRONMENTAL HEALTH page 2 11-19-1998 04:31PM FROM SCS Bldg Group TO 10104681970328 349 P.02 eT..q1F�.#kt..',T, x�w�r, owe* i k� to �r! &ft it t Y . `KW TOTAL R.O2 r PROPOSED I N-2 RESIDENCE ■ TP-1 PROPOSED ,�'PH-1 P-3 ■ DRIVEWAY • P-2 EXISTING ;' • P-1 IRRIGATION DITCH �'�Cc , LOCATIONS OF EXPLORATORY TEST PITS AND PERCOLATION HOLES JOB NO.98-056 FIG. 2 LEGEND: ® TOPSOIL SILT, Sandy, Gravelly, Dry, Medium dense, Tan, Brown. m SILTSTONE BEDROCK, DrY. Weathered to hard, Tan. T REFUSAL. Indicates practical backhoe refusal. BULK SAMPLE. Obtained from backhoe cuttings. Notes: 1. Exploratory test pits were excavated on April 14, 1998 using a rubber tired backhoe. 2. No free ground water was encountered at the time of drilling. 3. The Test Pit Logs are subject to the explanations, limitations, and conclusions as contained in this report. LEGEND OF EXPLORATORY TEST PITS JOB NO. 98-055 FIG. 4 I- W W Z 2 F- a W 0 ^ TP-1 TP-2 A . �. v m 2 Z .n m m -i LOGS OF EXPLORATORY TEST PITS JOB NO. 98-055 FIG. 3 PERCOLATION TEST RESULTS HOLE NUMBER DEPTH OF HOLE INCHES TIME ELAPSED MINUTES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MINANCH P-1 32 10 10 6.00 10.00 4.00 3 20 10 10.00 13.00 3.00 3 30 10 13.00 16.50 3.50 3 40 10 16.50 17.00 0.50 20 50 10 17.00 17.75 0.75 13 60 10 17.75 18.50 0.75 13 70 10 18.50 19.00 0.50 20 80 10 19.00 19.50 0.50 20 90 10 19.50 20.00 0.50 20 _ 100 10 20.00 20.7.5 0.75 13 110 10 20.75 .21.50 0.75 13 120 10 21.50 22.25 0.75 13 Tl1D ATlI no AC-- -- Al.. �u n.'-)P-uriLh1N UUNSUL'I'1NU ENGINEERS, INC. PERCOLATION TEST RESULTS HOLE NUMBER DEPTH OF HOLE INCHES TIME ELAPSED MINUTES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MIN/INCH P-2 31 10 10 3.00 4.50 1.50 7 20 10 4.50 6.00 1.50 7 30 10 6.00 7.00 1.00 1 40 10 7.00 7.75 0.75 13 50 10 7.75 8.25 0.50 20 60 10 8.25 9.00 0.75 13 70 10 9.00 9.50 0.50 20 80 10 9.50 10.00 0.50 20 90 10 10.00 10.25 0.25 40 100 10 10.25 10.50 0.25- 40 110 10 10.50 10.75 0.25 40 120 10 10.75 11.00 0.25 40 T/17l l.Tll nn n�� ' J.» 114._.. 70-vii KOECHLEIN CONSULTING ENGINEERS, INC. PERCOLATION TEST RESULTS HOLE NUMBER DEPTH OF HOLE INCHES TIME ELAPSED MINUTES TIME INTERVAL MINUTES DEPTH TO WATER START OF TIME INTERVAL INCHES DEPTH TO WATER END OF TIME INTERVAL INCHES CHANGE IN WATER DEPTH INCHES PERC RATE MINANCH P-3 29 10 10 6.00 9.00 3.00 3 20 10 9.00 12.00 3.00 3 30 10 12.00 14.00 2.00 5 40 10 14.00 15.00 1.00 10 50 10 15.00 16.00 1.00 10 60 10 16.00 16.50 0.50 20 70 10 16.50 17.25 0.75 13 80 10 17.25 18.00 0.75 13 90 10 18.00 18.50 0.50 20 100 10 18.50 19.00 0.50 20 110 10 19.00 19.50 0.50 20 120 10 19.50 20.00 0.50 20 JOB NO. 98-055 KOECHLEIN CONSULTING ENGINEERS, INC. KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotecknical Engineers were measured at constant time intervals and percolation rates were calculated for each interval. Percolation test results are presented in Appendix A, Percolation Test Results. The last column of the table provides the water percolation rate for each time interval. The percolation rate varied from 13 to 40 minutes per inch. We recommend designing the leach field for at lea Ct40 minutes pe— r i h EXCAVATIONS We anticipate that excavations of 6 to 8 feet may be required for construction of the basement. Because weathered to hard siltstone bedrock was encountered in the exploratory test pits, we believe that heavy duty construction equipment may be necessary to complete the required excavations. Areas of very hard siltstone bedrock may be encountered during excavating. These areas may require blasting to complete the excavations. Care needs to be exercised during construction so that the excavation slopes remain stable. The near surface soil, which consisted of sandy, gravelly silt, classifies as Type B soils in accordance with OSHA regulations. The siltstone bedrock classifies as Type A soil in accordance with OSHA regulations. OSHA. regulations should be followed in all excavations and cuts. Approximately 1.0 foot of topsoil was found in the test pits. - All topsoil beneath 6 KOECHLEIN CONSULTING ENGINEERS, INC Consulting Geotechnical Engineers In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface strata of mountain terrain is likely. Since excavations for lower levels in the residence are anticipated, we suggest that the building be designed With ventilation for below grade areas. PERCOLATION TEST A percolation profile hole (PH-1) was excavated on April 14, 1998 at the location shown in Fig. 2, Locations of Exploratory Test Pits and Percolation Holes. The soils encountered in the profile hole consisted of 1.5 feet of topsoil underlain by a moist, medium dense, red, brown, sandy, gravelly silt to a depth of 8.0 feet. Siltstone bedrock �-o was encountered at the maximum depth explored of 8.0 feet. No free ground water was encountered in the profile hole. The percolation tests were performed on April 16, 1998, in the vicinity of the proposed leach field. Three percolation test holes, approximately 6 to 10 inches in diameter, were excavated to depths ranging from 29 to 32 inches. The .approximate locations of the percolation test holes are shown in Fig. 2, Locations of Exploratory Test Pits and Percolation Holes. The holes were filled with water and the subsurface soils were allowed to saturate for at least 8 hours prior to starting the tests. The water levels 5 1766-98 Tax# 1939-223-01-010 Lot#11 , Highland Mead HAUSER JOB NAME Castle Peak Ranch 0601 Castle Peak Ranch Rd. ros No. 6 P 11 g 8 B LOCATION BILL TO DATE SKRTED jQ 6 O DATE COMPLETED DATE BILLED s � A 0 JU �0� k MAA lUty 0 N-4 �P tg,-JA 0-od, ax;&. uo (� v k— /Iq V ` / 98 LAC Po el shenk JOB COST SUMMARY V in .1,S TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 JOB FOLDER PdnW In USA