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HomeMy WebLinkAbout1110 Cordillera Rd - 210712203024INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 11:65 -92 Please call for final inspection before covering any portion of installed system. OWNER: Kensington Partners PHONE: 926-3500 MAILING ADDRESS: P_0- Rnx 9R8, Edwards, CO 91632 AGENT: PHONE: %® SYSTEM LOCATION: 1!2" Cordillera Way, Cordillera Subdivision, Lot 20, Filing 2 LICENSED INSTALLER: B.. Walker Construction LICENSE NO. 23-92 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install per engineer design and specifications Inspections portals must be installed. ENVIRONMENTAL HEALTH OFFICER: DATE: CONDITIONS: tv 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, C.R.S. 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. SECTION 1/1, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: GALLONS DEGREES FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANTIAG ENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) CCEI V ED ISDS Permit # Building Permit # 7� AN 1 6 AORLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT 11ff ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY EAGLE COUNTY P . 0. Box 179 EAGLE, CO 81631 COMMATY DEVELOPMENT 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" � ******%rYcYc:�C*:�cYcyCY( kYr�r�tc:r�Yc�r�YcYc���7r*yc�r�rYc:�Yc�ICYc�rYcyt�t�Ir��:it��r�Y[YeYt�YCYtYt�YCYc��YtYtYt��k:cYtytYtytYcyc PROPERTY OWNER: MAILING ADDRESS: E ®• /N)C PHONE: 4� - —<Co APPLICANT/CONTACT PERSON:PHONE: i Ore S V«, "7 LICENSED SYSTEMS CONTRACTOR: - PHONE: COMPANY DBA: / ADDRESS :ot�lP rY/63� PERMIT APPLICATION IS FOR: ((NEW INSTALLATION ( ) ALTERATION LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: ` Legal Description: Tax Parcel Number: ) REPAIR c %-C Ud r -7/1 d Lot Size: 5tcreC ff ff E-c Physical Adr".7-ess: BUILDING TYPE: (Check applicable category) (Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms { ) Commercial/Industrial* Type TYPE OWWell ATER SUPPLY: (Check applicable category) ( ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: Date: 4u, /, j lggz- *yc*YcY[�k*yt�kYtY[*Yek 'Yc Yc**>cYc scYc * *Yc*ycicYc*YCYCYcYCYCYCr'c*vt*Yc�k*icYt*Y[YCYt*�k�cyc4c�c�kYr�t9t:r*�CYcYCYCY�Yc4rYe AMOUNT PAID: f RECEIPT #: 8 DATE: CHECK #: _ CASHIER: Z' TIME LOG: TRAVEL: PERC: FINAL: COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO DATE: September 21, 1992 TO: B. Walker Construction, P.O. Box 626, Eagle, CO 81631 FROM: Eagle County Environmental Health 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of Individual Sewage Disposal System Permit No.: 1165-92 Property Located At: Lot 18, Filing 2, Cordillera Subdivision, 1110 Cordillera Way Enclosed is your ISDS Permit No. 1165-92 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. Please call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. 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. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle county requirements: If you have any questions, please feel free to contact us at 328-8755. cc: file Building Department, File # 5371 COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY C Dear I.S.D.S. Applicant: ICpY1's Your 'on fo an Indio: (ISDS) Permit for I has been received. Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee Payment of $200.00 Percolation Test Fee Site Plan Licensed System Contractor (See attached list) Engineer Design Other: �'',� ��-�� l ? •}� If you have any questions please call, 328-8755. When calling or submitting information please reference your ISDS application # Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 ISDSHOLD.LET ISDSDSK BH392 JUL-1�-�C WCll 14�41 p.02 COMPLETE ENGINEERING 804VICES, INC, FACSIMILE TRANSMITTAL UTTER PROJECT NO: TO: FROM:. SUBJECT: Number of Pages: (includes cover sheet) 912 T1iVf LPM STREET • GOLDEN, COLORADO 80401 . (803) 21`9.6418 . FAX: 27s 6M JUL-ID-OL WM) 14"4b P. 03 I►i:RCOLATIGN TEST 111SULTS PROJECT 11C. 92.1% DATE; A?� TECHNICIAN CT TEST NOW N0. j- TOVAL 5071 .S� TT DEPTH TO UATER O.1 rt MADLND CHAN02 IN MAP39D PERC4LA710N If Ir1E tft) 6"- i6l TIMI twin) kM MiUMI 12;U M AO - -- 13;00 10.25" 1C.; 30 2.0 t3;30 12.OV 9.01) 30 3.3 14:00 12.50* 14.50 $0 3.5 14:30 9.500 11.50 SO 3.5 ISM 11.37w 9142 30 3.1 15139 12.00* 9.00 30 3.3 16 A 12.5a' 0.45 30 3.5 14.30 ILIFY 9.12 30 3.3 TEST WW MD. -L TOTAL DOTR 3.3 PT DEPTH TO HATER 241 FT READING CHANGE ig ELAPSED PERCOLATION TIME st4) DEPTH [ins TIME [sin) AM twlro/inj 12:35 36.37 - .. 13:03 29.56* 6.51 30 4.4 13:33 31.50* 4.97 30 6.1 14;03 32.50 3.87 30 7.7 14 43 27.By 4.62 3a 6.5 15#03 14.3t* 3.50 30 a.6 ISM 31.37 5.0 30 6.0 16;03 27.37 4.00 30 7.5 16:33 24.25 3.1E 30 9 d TEST MU NO. 3 TOW DEPrK JZ_ FT DEPTH TO W11ER 2.1-FT READING CHAIM II M AM PERCO TIT . IME --- Ittt ZZI fn) MArH rr; IMI 13:05 15.00* 0:35 15.u* 9.62 30 3.1 14:05 17.D0* 7.25 30 4.1 14:55 12.50 4.50 30 616 15:0i 17.0" 7.25 30 4.1 15:35 10.6E 6137 30 4.7 16:05 17.62* 6.62 30 4.5 16:35 17_79 8_50 30 4.6 * indicates hole refilled to original (first fladfr4) dbpth: A1MR11iE PEMAT111M MTE = 5.6 N1Ml1E'S PER IMm 1165-92 - Parcel #2107-121-03-001 Lot Cordillera Sub, Filing II, Cordillera Way / 110 JOB NO. _tnw i nr�nrtnN BILL TO DATE STARTED DATE COMPLETED DATE BILLED \ �f1 s i JOB COST SUMMARY 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 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in U.S.A. T, \ SOIL PROFILE \ TH-! PR-1 \ -2 !' - SAND; SILTY, SLIGHTLY CLAYEY, LOOSE -MEDIUM DENSE, \ LIGHT BROWN (SM). TH-� PROPOSED ABSORPTION BED \ 21- :. 7. _ SANDSTONE; WEATHERED, FINE GRAINED, WITH EVA.PORITE 3 DEPOSITS, THIN BEDDED TO MASSIVE, HARD. \ RESIDENCE \ \ 4 7. / 5' - 77 \ BUILDING ENVELOPE/ 6 REF REFUSAL ON UNWEATHERED BEDROCK SITE PLAN SCALE: 1 " = 50 TABLE 1 PERCOLATION TEST RESULTS PROJECT NO. 92-1967 DATE: 07/09/92 TECHNICIAN CT TEST HOLE NO. 1 TOTAL DEPTH 3.2 FT DEPTH TO WATER 2.1 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) TIME (min) RATE (min/in) 12:30 21.00 13:00 10.25* 10.75 30 2.8 13:30 12.00* 9.00 30 3.3 14:00 12.50* 8.50 30 3.5 14:30 9.50* 11.50 30 2.6 15:00 11.37* 9.62 30 3.1 15:30 12.00* 9.00 30 3.3 _ 16:00 12.55* 8.45 30 3.5 16:30 11.87 9.12 30 3.3 TEST HOLE NO. 2 TOTAL DEPTH 3.3 FT DEPTH TO WATER 2.1 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) TIME (min) RATE (min/in) 12:33 36.37 - - 13:03 29.56* 6.81 30 4.4 13:33 31.50* 4.87 30 6.1 14:03 32.50 3.87 30 7.7 14:33 27.87 4.62 30 6.5 15:03 24.37* 3.50 30 8.6 15:33 31.37 5.0 30 6.0 16:03 27.37 4.00 30 7.5 16:33 24.25 3.12 30 9.6 TEST HOLE NO. 3 TOTAL DEPTH 3.2 FT DEPTH TO WATER 2.1 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) TIME (min) RATE (min/in) 12:35 24.25 13:05 15.00* 9.25 30 3.2 13:35 15.62* 9.62 30 3.1 14.05 17.00* 7.25 30 4.1 14:35 12.50 4.50 30 6.6 15:05 17.00* 7.25 30 4.1 15:35 10.62 6.37 30 4.7 16:05 17.62* 6.62 30 4.5 16:35 17.75 6.50 30 4.6 * Indicates hole refilled to original (first reading) depth. AVERAGE PERCOLATION RATE = 5.8 MINUTES PER INCH PERSONAL SEWAGE DISPOSAL SYSTEM SPECIFICATIONS LOCATION: Lot 18, Filing 2, Cordillera Subdivision, Eagle County, Colorado. DATE: August 11, 1992 DESIGN CRITERIA: 1. Average Percolation Rate: 5.8 min/inch. Soil profile hole excavated in proposed absorption area revealed two to three feet of silty sand over weathered sandstone and evaporite deposits. Weathered zone is approximately four feet thick. I 2. Design Flow = 900 gallons per day. ---Four bedro mr,- single family -residence. With two persons per bedroom at 75 gallons per day -_-� per person, average flow is 600 gallons per day. Multiply average flow times 1.5 to obtain maximum (design) flow. DESIGN SPECIFICATIONS: Standard Absorption Bed 1. Required Bed Area: 900 gpd x (5.8)1/2)(1.3) = 564 square feet 5 Recommended Dimension: One Bed, 18' x 321 (576 sq ft) Absorption bed shall be level, no less than 18 inches and no greater than 24 inches deep and located and constructed in accordance with specifications contained herein. The existing ground surface should be scarified to a minimum depth of 8 inches prior to mound construction. 2. Septic Tank: Minimum 1250 gallon two compartment tank. Tanks constructed on site (not recommended) shall be approved by Eagle County Health Department prior to construction. A prefabricated tank is recommended. 3. Drain Pipe: Drain pipe shall be 4 inch diameter perforated PVC, placed level and at the same elevation along the long dimension of the bed, in three, 31 foot long sections which are continuous across the ends. Inflow to distribution laterals shall be through a three way distribu- tion box. 4. Distribution Tee: Flow shalt be distributed to absorption laterals using a system of tee fittings as shown in the plan view. Tee fittings should be placed level at the same elevation within the bed. 5. Gravel: 22 Cubic Yards. Gravel shall be 0.5 to 2.5 inch diameter washed gravel or crushed rock placed in a 12 inch layer mounded around the distribution laterals with a minimum of 2 inches above and 6 inches below the drain pipes as shown in Figure 2. A two inch thick layer of clean sand meeting specifications outlined below shalt be placed below the gravel layer. 6. Filter: A layer of Mirafi 140N, or equivalent, filter fabric shall be placed over the gravel surface to prevent contamination from infiltrating soits. 7. Fitter Sand: Bed shalt be supported on a minimum twenty-four inch thick layer of clean sand which meets or exceeds the following specifications: 2-0" MIN (�2 T 1 I EXISTING GROUND SURFACE MIN 2'-0' MIN ABSORPTION BED CROSS SECTION ABSORPTION BED LONGITUDINAL SECTION 2'- ABSORPTION BED PLAN VIEW 12" BED OF WASHED GRAVEL OR CRUSHED ROCK 0.5 TO 2.5 INCH DIAMETER CLEAN FILL MATERIAL MIRAFI 140N FILTER OR EOUIV 4' TOPSOIL LAYER; SEED W/NATIVE GRASS SAND BED GRAVEL BED 100 % minus #4 US Standard Sieve Effective Size between 0.25 mm and 1.0 mm Uniformity Coefficient less than 4.0 Sand shall be tested to verify compliance with these specifications prior to placement. Sand should be placed at a minimum of 80 percent of relative density. B. Backfill: Backfill surface shalt have a minimum 6 inch crown at the center of the bed and should be contoured to blend with natural topography. Surface shall be covered with a minimum of 4 inches of topsoil. Surface shalt be seeded with native grasses. 9. Surface Drainage: A minimus twelve inch high soit berm shall be constructed on the uphill side(s) of the bed to divert surface drainage. III. GENERAL: 1. Absorption areas shalt not be driven over or used for gardens or pasture. 2. Components of the system shall be constructed within minimum set -backs outlined by Eagle County Health Department. 3. Septic tank shall be pumped and cleaned every two years under normal use. 4. User should be aware that excessive solid waste or excess water flow can decrease the efficiency and possibly lead to premature failure of the system. Use of the garbage grinder should be minimized and leaking faucets and/or toilets should be repaired Immediately. 5. This system has been designed exclusively for the subject tot based on field testing and my experience with similar conditions. Construction shalt be inspected prior to backfilting by the design engineer to assure compliance with these specifications. IV. MINIMUM SETBACKS: The following minimum setbacks have been established by Eagle County Health Department. Distances are given in feet. SPRINGS POTABLE POTABLE WELLS, WATER WATER DWELLING, SUCTION SUPPLY SUPPLY OCCUPIED PROP. SUBSOIL DRY SEPTIC LINES LINE CISTERN BUILDING LINE DRAIN GULCH TANK ABSORP- TION 100 25 25 20 10 10 25 10 BED SEPTIC 50 10 25 5 10 10* 10* - TANK * Crossings may be permitted where pipelines are constructed of sufficient strength to contain flows under pressure. 2'-0' MIN Jl� CLEAN FILL MATERIAL nth dy- i 0 I REVISIONS DATE REMARKS 8/4/92 MOD PER EAGLE CNN hJ Cn z °' Q W U O Ln JI Z r Z Q U, Q.. ON OFn � Q Cn C: O W W c J M m O U _ dz CD i� of Ld M O 91') J U00 OC?z LIJ o U c� Lijr1 lJ i _ `Q 0 O � /^' V / ;�;191 11irrEyr.`f/a ��} - _ Sao, g-3V C e�Jii