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HomeMy WebLinkAbout2745 Bellyache Ridge Rd - 194126301001INDIVIDUAL 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. 1864-99 BP NO. 12543 OWNER: JIM AND MINDY MANDELL PHONE: 970-926-4590 MAILING ADDRESS: P.O. BOX 303, EDWARDS, CO 81632 APPLICANT: RICK KIRBY PHONE: 970-949-8889 SYSTEM LOCATION: 2745 BELLYACHE RIDGE RD., WOLCOTT, CO TAX PARCEL NO. 1941-263-01-001 LICENSED INSTALLER: EDWARDS EXCAVATING, TED JOHNSON LICENSE NO. 35-99 PHONE: 970-390-1223 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK, 1125 SQUARE FT OF ABSORPTION AREA VIA 36 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED9/11/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL DATE: SEPTEMBER 20, 1999 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: 1125 SQUARE FEET (VIA 36 INFILTRATOR UNITS, ) INSTALLED COCRETE S .PTT TANK: 1000 GALLONS IS LOCATED DEGREES AND I I FEET INCHES FROM THE NORTH SIDE OF THE BUILDING COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 0CTnBF-R 4, 1999 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�&M(c."- DATE: OCTOBER 5, 1999 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # 1 - r-` Building Permit # J A5q,'� APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: I 1m * /" l l h r>!�4 M 4 ✓1 D C%s l_ MAILING ADDRESS: Pb _j0 i PHONE: APPLICANT/CONTACT PERSON: PHONE: �l`t y8i LICENSED SYSTEMS CONTRACTOR: �I .�5 5_Kccd cn�: PHONE: COMPANY/DBA: T-QC cX�vI ann 35 W ADDRESS : PERMIT APPLICATION IS FOR: (K NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: c-&w tern �i feu► `Z Tax Parcel Number: 1940 oZ&3 01 001 Lot Size: 10 Ac t_ Physical Address: BUILDING TYPE: (Check applicable_ category) ( Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms _ ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( } Well ( ) Spring . ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: - Date: q AMOUNT PAID: I Q C� RECEIPT # : I I A"') 6 DATE : 5d CHECK #: I& / CASHIER: 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 Date: May 18, 1999 TO: Edwards Excavating Eagle County Building P.O. Box f 79 500 Broadway Eagle, Colorado 8 163 1 -0 179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Alteration Permit No. 1864-99. Tax Parcel # 1941-263-01-001. Property Location: 2745 Bellyache ridge Rd., Wolcott, CO., Mandell residence. Enclosed is your ISDS Permit No. 1864-99. 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 minimu 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- 8755. 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 October 5, 1999 Jim and Mindy Mandell P.O. Box 303 Edwards, CO 81632 EAGLE COUNTY, COLORADO Eagle County Building, P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1864-99, Tax Parcel #1941-263-01-001. Property location: 2745 Bellyache Ridge Rd., Wolcott, CO.. Dear Mr. and Mrs. Mandell: 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 inee L &WICIP Engi ri lf�;` civujowmd October 3, 1999 Mr. Steven James Riden P.O. Box 3238. Vail, CO 81658 RE: I" r1put al System Installation Lot 2,T is Subdivision Filing No. I -0. Oft - Petit No. 1964-99 Dear Steven: At the request of Rick ftih,Gre e Construction; - Sepi Wdbar 22,4999, we visited the construction site for the Mandel Icsidefilive,fat 2, Travisk division Filing No. 1, Eagle * Mb , - "i hdi ' County, Colorado. The purpose 66ur Aivisit was to ob .%Itiow" lot) 0f the septic system. They installed the sysift ; :m ovio iwlnpliance wit i*� sa;iystern design, Drawing No 9972SD.DWG, dated September. 14 19iO.'the system was 119. led-=.: �-.:'iihown on the above-narned drawing, but was connected onthi *iweofttiebuildinC,�140 �nor woo *bm the northeast corner. They installed I 000-gallon, two c0mpW=.vd%­#*preea4 concreW:4 "' ic tt' ib0 tank was I I feet from the A' building and had risers on both h.aMatlAko6vers. From the.to 'to *6'& st Inf dtiator trench was 60 feet. The first cleanout was 2 feet away. 6"Orn-A'abuilding. The smiii id cieWo-ht was 12.5 feet cast from the septic tank, at the angle point oft',dw defy y pipe Thirty-six Standard Inf"O.,0W -Cli�bets were instalii4: with 9 Infiltrators each. The infiltrators were connected '101th se4ia'4,istribution. In thOist a4lpst infikrWitor of each itrench. inspection ports were installed,4ilifftence ftm c6oWto ciiit�,of the trenches, was 9 feet'or *"Wiq more. All piping was SEAR-35 4466hThe depth of th4,"V"` Wisi'ms two to three feet. The soil h profile in the trenches was cwtestv�i the soil doscribaii,.JlIbe OW 't hole lag. *1 not hesitate to: If you have any que Sincerely, LKP Engineering Leiza Petrovska, P President Milt cc: Ms. Heather Savalox, E41e C fax: 328-7185 Environmental... P.O. Box 2837, Edwards, 9 89 Fix, E-mail: snowcap.net 10) 926-9088 T4 (970) 26-90 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 Date: September 20, 1999 TO: Edwards Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1864-99. Tax Parcel # 1941-263-01-001. Property Location: 2745 Bellyache Ridge Rd., Wolcott, CO., Mandell residence. Enclosed is your ISDS Permit No. 1864-99. 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- 8755. cc: files LKP Engineering, Luiza Petrovska LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location:Lot 2, Travis Creek Filing No. 2 2745 Bellache Ridge Road Eagle County, Colorado Project No.: 9972 Client: Rick w/ Graystone Construction P.O. Box 721 Minturn, CO 81645 P-1 P-2 P-3 TIME/DEPTH 34-8/16" 34" 23" 10:00 6-4/16" 8-12/16" 9" 10:00 7-12/16" 1-8/16" 13" 4-4/16" 11" 2" 10:00 8-8/16" 12/16" 14-4/16" 1-4/16" 11-8/16"" 8/16" 10:00 9" 8/16" 15" 12/16" 12" 8/16" 10:00 9-8/16" 8/16" 15-12/16" 12/16" 12-8/16" 8/16" 10:00 10" 8/16" 16-8/16" 12/16" 13" 8/16" 10:00 10-8/16" 8/16" 17-4/16" 12/16" 13-8/16" 8/16" PERC RATE 20 MIN/INCH 13.3 MIN/INCH 20 MIN/INCH AVG PERC: 18 MINUTES PER INCH Average Percolation Hole Diameter:I 1" Inches Holes Dug and Presoaked: 7- 27 -99 Test Run: 7- 28-1999 PROFILE HOLE: 0 to 1' topsoil I'to 8' Reddish Brown, clayey gravelly sand with angular cobbles and boulders No ground water 1864-99 Tax#1941-263-01-001 Lot #2, Filing 2 MANDEL JOB- NAME Travis Creek Subdivision 2745 Bellyache Ridge Rd. • - NO.4 ,, ,00'JOB LOCATION BILL TO DATE ST TED DATE COMPLETED DATE BILLED Obs, ,. 4f 5� 9� 'twl/u AZZ&064 ' JOB COST SUMMARY TOTAL SELLING PRICE Oct 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 277 JOB FOLDER Printed In USA j 4' — 10' i PLAN / Dimensions - I Capaclues LIN station _ Chamber A L - E A B 4' - 10' 11' - 4' S' - 9' 625 360 330 DESCRIPTION { SYMBOL DIMENSION (fee 0 BED WIDTH A - 9.0 BED LENGTH, B 63.0 MOUND DEP TH , D 1.0 MOUND DEP TH - E 2.8 BED DEPTH_ F 1.0 CAP AT EDGE OF BED G 1.0 a, CAP AT CENTER OF BED H 1.5 6 D0WNSLOPE SETBACK I 34. 0 UPSLOPE SETBACK J 8.0 SIDESLOPE SETBACK K 13.0 - MOUND LENGTH _ L 89.0 MOUND W/D TH y W 51.0 uwvv�� v1 U 1c w Unc yruunu suriuce Mess Enan lour Teet). a - MOUND TYPE SYSTEM with a pressurized distribution_ network is recommended for i ; - P this site. .. Loading Rate for -a Medium -Texture Sand .= 1.2 gpd/sf - - Number of bedrooms 3 - is o. Maximum daily Flow = Qmax CL o` Qmax = 3 bdrms x '2 persons/bdrm x 75 gallons/person/dayx _1509�- ` cn- Qmax = 675 gpd ,/ ' SEPTIC TANK - V Qmax/24hrs x 30 hrs V 844 gallons Use 1000 - Gallon Electric Lift Septic Tank by Front Range Precast Concrete or equivalent ABSORPTION AREA 4 A = Qmax/1.2gpd/sf v o A = 675/1.2 _ 562.5 s.f. Amax _ 563 s.f. />, __ uistridution NetworK i✓iacement-. = w -4j 1000 Gallon Three Compartment % 1-1/4—inch Diameter Lateral Concrete Septic Tank 4 Perforated with 1/4—inch holes - ci with Electric Lift 10`, spaced at 30 inches. Carefully place -the coarse aggregate on the bed. The coarse aggregate shall consist of '3/4 _ 950 Absoa'ptii Bed Mound Perimeter to 2-1/2 inch rock. Level the aggregate to a minimum depth - of 6 inches. Assemble 'the ^�i Q (N - �� `� %_ ---- — 950 distribution network over the aggregate. The distribution network shall consist of four 31-feet _1-1/2—inchW - laterals 1-1/4—inch diameter (two on each side of a diameter center manifold). t—t/2—inch Diameter %— _52 The inverts of the laterals shall be perforated with 1 4—inch holes s paced ever 30 inches.= - Central Manifold—� P j P Y,z _ 4—inch Diameter Building Sewers 52 r -For the nressure distrihfitinn netwnrk uap cchprl„Ip dit rive (AgTu n 79AC;N ARC (e4Zn,1 r~ :