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HomeMy WebLinkAbout534 Granada Glen - 210712106009 - 157196ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 A// Telephone: 328-8755 bp / V `-1" ! ) YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1571 Please call for final inspection before covering any portion of installed system. OWNER: Rngar C. Mary StatOn PHONE: (303) 442-0581 MAILINGADDRESS: 107 Boulder View Lane city: Boulder Slate: CO zip: 80304 APPLICANT: Steve Francis PHONE: (970) 926-3951 SYSTEMLOCATION: 534 Grenada Glen, Cordillera TAX PARCEL NUMBER: 2107-121-06-009 LICENSED INSTALLER: Sten on Excavation LICENSENO: 27-96 DESIGN ENGINEER OF SYSTEM: Complete Engineering Services, Ed Ford RFE INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 864 SQUARE FEET OF TRENCH BOTTOM. via 24 infiltrators as per design. SPECIAL REQUIREMENTS: Install as per engineer's design dated 4-24-96 with revisions ENVIRONMENTAL HEALTH APPROVALt DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTi 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 AND CAUSE FOR 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: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY -YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # (Site Plan MUST be attached) ISDS Permit # l5 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: fC�0 j MAILING ADDRESS: 10 APPLICANT/CONTACT P MAILING ADDRESS: A �t7RSON: x' I iLf� LICENSED ISDS CONTRACTOR: COMPANY/DBA: S+a: Oas PHONE: ( ) WZ- ADDRESS: PHONE: ?70) QZ(J_3q,5'/ PHONE: *************************************************************************** PERMIT APPLICATION IS FOR: ()4) New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # /0�4// (if known) Legal Description: Subdivision: 0rj('1 e_, Filing-3-Block:—Lot No.__q_ Tax Parcel Number: 0 (®_ G C) 17 Lot Size: 0 �RLS Street Address: BUILDING TYPE: (Check applicable category) (�l) 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 d .cam SIGNATURE: ******** ********** sign by egistered Professional Eng'neer Date: ************************************************** TO BE COMPLETED BY THE COUNTY / AMOUNT PAID: RECEIPT #: ��` �P i DATE: ( �, CHECK #: CASHIER: VL Community Development Department (970) 328-8730 ' Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: May 2, 1996 TO: Stenson Excavation FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8 1631 -0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1571-96. Property Location: 534 Granada Glen, Cordillera Subdivision, Staton residence. Enclosed is your ISDS Permit No. 1571-96. 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 Complete Engineering Services, Ed Ford, RPE 1571-96 Tax# 2107-121-06-009 PF JOB NAME Lot I filing 3 STATON Cordillera 534 G-enada Gle>L____. ail���P� ,00'JOB LOCATION D -f 11 JOB 'NO. BILL TO DATE STARZ 8'q657 DATE Cp.MPLETED DATE BILLED C� A�T �a Szt� JOB COST SUMMARY a �,� t QyD (.�_.&A TOTAL SELLING PRICE ACC 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 ®@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER (Printed in U.S.A. TYPICAL CROSS SECTION CLEAN FILL MATERIAL SLOPE TO MATCH EXISTING TOPO �- INFILTRATOR z I 1 INLET N.- IiLll�i1� CONNECTIONS • END PLATE J � f �=J ! f f PER MANUF S SPEC'S. i OUTLET PIPE INVERT TO BE MIN. 3' k MAX. 4' ABOVE BOTTOM OF END PLATE END PLATE INL1 T-0" ' 6' MIN. BTWN. TRENCHES TYPICAL ELEVATION _�- END PLATE _.-.�.. INTO PLATE -� AND SEAL PROVIDE SPLASH PLATE PER MANUF. ® INLET PIPE MIN., 4` MAX. 3ELOW & PIPE SYSTEM SPECIFICATIONS LOCATION: Lot 4, A ResubdMsion of Lots 68-77, Tracts L. M, N. 14�0 S, and T, Cordillera Subdivision, Eagle County, 1,250 GALLON (2) COMPART1rIENT TANKColorado (LOCATION OPTIONAL WITHIN SETBACKS}C 1>E: April! 17, 1996 • PROFILE HOLE ACCESSMUST BE PROVIDED FOR PUMPING do SERVICE 3_ $ackfilLDESIGN CRITERIA Infiltrators shalt be Dackflledwith a minimum twelve inch thick layer of clean soil. On -site soils will be 12 INFILTRATORS �#�'-1 1. De�gr, Percolation Rote = 20 Min/inch suitable for backful. Bockfili surfaces shall be sloped INLET f to allow for surface drainage, covered with a minimum of - Percolation tests were conducted by Complete Engineering 4 inches of topsoil and seeded with native grosses. P-2 t Services in locations shown on the site plan. Tests were - 1 72' ` can6icted in compliance with Eagle County Health 4. Storage Tork: t 4�� Department specifications. Detailed percolation data are P-3 A � _ � . Presented herein. Minimum 1250 gallon, two compartment, premanufacturec f ' septic tank. Tank shall be in a location accessible to {-- ` f !-F` A soil profile hole excavated in the proposed absorption pumping and service equipment area revealed eight feet of brown to light brown sandy, - \ OUTLET ` �- �' / silty cloy soil with minor amounts of oganic debris. Sod Ii. GENERAL in the proposed trench area was imported to the site two -to- e -ago.-- - -- - _ -- -- - - - - - Absorption -area- shah not be driven over or used for MAX 45' BEND 12 !Nft!TR TORS �� f r - - gardens or pasture. _- A \ / to three Dears _ t_ 1 j .72r 2 Design Flow - 900 g. gallons per day. = _ 2 Components of the system shall be constructed within Four bedroom, single family residence. At 75 gallons per minimum set -backs outlined by Eagle County Health SOIL PROFILE day per person, average flow is 600 gallons per day Department Multiply average flow times 1.5 to obtain maximum (design) flow. 3. Septic tank should be pumped and cleaned every two years INLET p under normal use. FIR DESIGN SPECIFICATIONS: �� - -- 4. User should be aware that excessive solid waste or excess -- �� 0•- , Sod profile and percolation rate are acceptable for a standard water flow can decrease the efficiency and possibly lead MAN MAcE FILL, cloy, very ax dy, absorption trench system. An 'Infiltrator' type system has to premature failure of the system. Leaking faucets silty, w/organic debris, mod. stiff., been designed. and/or toilets should be repaired immediately and use of r' slightlymoist to dry, brown. Y garbage grinder should be min'vnized �r 1. Absorption System ` S. This system has been designed exclusively for the subject 2 - 1. Required Absorption Area: lot based on field testing and experience with similar G ,� conditions, Construction shall be inspected prior to 900 d x 23 = 432 square feet backfilling by the design engineer to assure compliance 2 5 with these specifications. _' t __ �� 3• Required absorption area has been reduced by 1/2 for III. MINIMUM SETBACKS: additional soil surface exposed with infiltrators verses _ f a standard gravel bed. The following minimum setbacks have been established by Eagle County Health Department. Distance given in feet / Required Trench Length. 432/3 144 ft (24 Infiltrators) ' - POTABLE POTABLE -�� / 5•- - Trenches shall be level and placed on contour, no less WATER WATER DWELLING, ` than 24 inches deep and located and constructed h SUPPLY SUPPLY OCCUPIED PROPERTY SUBSOIL DRY SEPTIC ' - compliance with specifications contained herein. A LINE CISTERN BUILDING LINE DRAIN GULCH TANK i minimum horizontal distance of 12 feet shall be maintained 6'- between trenches. Trenches shall be a minimum of 200 feet ABSORP- from an TiON 25 25 20 10 10 10 6 Y potable water well. r BED 7' - 2. In fd trotors: SITE jaLAN SEPTIC 10 25 5 10 10• - 100 - - F +j i infiltrators shall be standard 'infiltrators manufactured TANK by Infiltrator Systems, Inc., with dimensions of 36' X 12' SCALE: -1" = 20' LOT 4, FILING 3, CORDILLERA SUBDIVISION 8'- X 75'. Infiltrators shall be placed level, on contour, and in compliance with all manufacturer's specifications. s Crossings may be permitted where pipelines are constructed of sufficient _ -I Trenches shall be connected in series_ strength to contain flows under pressure. OUTLET TABLE 1 PERCOLATION TEST RESULTS PROJECT NO. 96-3837 DATE: 04/08/96 TECHNICIAN SF TEST HOLE NO. 1- TOTAL DEPTH FT DEPTH TO WATER 2 FT READING CHANGE IN ELAPSED PERCOLATION TIME (in) DEPTH (in) TIME (min) RATE (minjin) 2:00 21.5 0 0 -- 2.30 19.5 2.0 30 15 3:00 17.8 1.7 30 18 3:30 14.8 3.0 30 10 3:30 20.8 REFILL -- -- 4:00 20.1 0.7 30 43 4:30 19.2 0.9 30 33 5: 00 17.9 1.3 30 23 5:30 15.1 2.8 30 17 6: 00. 13.5 1.6 30 19 6:30 9.5 3.6 30 8 6:30 18.9 REFILL -- -- 7:00 18.0 0.9 30 33 7: 30 15.9 2.1 30 14 8.00 14.0 1.9 30 16 TEST HOLE NO. 2 TOTAL DEPTH 3 FT DEPTH TO WATER 2 FT READING CHANGE IN ELAPSED PERCOLATION TIME (in) DEPTH (in) TIME (min), RATE (min/in) 2:00 21.6 0 0 -- - 2 30 19.2 2.4 30 13 ' 3:00 17.2 2.0 30 15 3:30 13.6 3.6 30 8 3.30 20.9 REFILL -- -- 4:00 20.0 0.9 30 33 4:30 18.9 1.1 30 27 5:00 17.8 1.1 30 27 5:30 15.0 2.8 30 11 6: 00 11.5 3.5 30 4 6:30 9.9 1.6 30 19 6:30 18.5 REFILL -- _ -- 7:00 17.0 1.5 30 20 7: 30 14.8 2.2 30 14 8:00 12.0 2.8 30 11 TEST HOLE NO. 3 TOTAL DEPTH 3 FT DEPTH TO WATER 2 FT READING CHANGE IN ELAPSED PERCOLATION TIME (in) DEPTH (in) TIME (min) RATE (min/in) 2:00 23.1 ❑ 0 2-30 22.2 0.9 30 33 3� 00 20.6 1.6 30 19 3:30 19.0 1.6 30 19 3:30 22.9 REFILL -- -- 4:00 22.5 0.4 30 75 4:30 21.9 0.6 30 50 5:00 20.5 1.4 30 21 5:30 19.1 1.4 30 21 6:00 18.0 1.1 30 27 6:30 17.0 1.0 30 30 6-30 22.1 REFILL -- -- 7:00 21.2 0.9 30 33 7:30 19.9 1.3 30 23 8:00 18.6 1.3 30 23 REFILL Indicates hole refilled with additional water. AVERAGE PERCOLATION RATE = 23 REVISIONS TE REMARKS -96 INCREASE TRENCFI LENGTH 3837BED1.DWG cD (T1 LLJ U Z 0 0 Q _J M .__I Q - fly -Z m 0 - - W D JJ_ (L QLL. Z W Q CIO W0JU 0_J 0. W_.W_! o Z 0 C) U � W v LEI CI .J •,P • JWS - �rr,�lulul� I v 1 . V e� O Fy V Q O 0 0 3 ,N W Q O - � rO rO^^ 1HEET 1 OF 1