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Home My WebLink About220 Little Andorra Rd - 210712208005 - 1215-92ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT'-_ EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 2 1 5 Please call for final inspection before covering any portion of installed system. APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# ISDS Permit # Building Permit # 6 8 D -14 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 ************************************************************************** PROPERTY OWNER: r � MAILING ADDRESS: �?o Aox . �;ela AIM (a "':?a PHONE • APPLICANT/CONTACT PERSON: Ut-?w/y PHONE: LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: garl- -De ip t ion : %`'i° �'6& b 2 2 o R. rcel NumberaC2 Lot size: 4,o$;56' At f, r, i-�•a- dress : ' �'Z��j C�-l-�l�'_, �� r� i X�l . BUILDING TYPE: (Check applicable category) ,,tt (7V Residential / Single Family Number of Bedrooms T ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well(N Spring ( ) Su faO� ( ) Public ( ) Name of Supplier:U *These systems require design by a Re7ist-red "'rofessiozal Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABL O: "EAGLE COUNTY TREASURER" SIGNATURE• DATE:— * * * * * * * * * * * * * * * * * * * * * * * **************************** ** ************ AMOUNT PAID: �� }� - n - V � RECEIPT# �� DATE. CHECK # I N 2 (4 �C�� RECEIVED07 � A �1 ! MAR 2 4 1993 r EAGLE COUNTY COMMILINITY DEVELOPMENT }woo COMMLP-dn PEVELOPMF\T DEPART\11NF 303) 32. z7.30 EAGLE COUNTY, COLORADO December .16, 1993 Ikon Properties P.O. Box 3010 Avon, CO 81620 500 BROADWAY P.O. BOX 179 EAGLE. COLORAL)O ", 1631 FAX (303)3?:-7207 RE: Final of ISDS Permit No.1215-93 Parcel #2107-122-08-005 Property located at: 220 Little Andorra Rd., Edwards. 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 dwelling 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 328-8755. Sincerely, Tania M. Busch -Weak, R.E.H.S. Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COXIMLINITI PEVELOP:MENT DEPARTMENT i 3, 03) S-1 , 730 DATE: TO: FROM: RE: 300 RROADWAv P.O. ROX 1 'g EAGLE. COLORADO S 163 I FAX (_ 03) = 2;.7'07 EAGLE COUNTY, COLORADO June 28, 1993 Ewing Trucking & Construction P.O. Box 941 Avon, CO 81620 Eagle County, Environmental Health Divisio Issuance of Individual Sewage Disposal System Permit No.: 1215-93 Parcel #: 2107-122-08-005 Property Located at:0220 Little Andora Road Enclosed is your ISDS Permit No. 1215-93 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 # 5370-A COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 .EAGLE COUNTY, COLORADO May 10, 1993 Complete Engineering Services Edward D. Ford 912 Twelfth Street Golden, CO 80401 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Lot 66, Filing 2, Cordillera Subdivision, Eagle County, Colorado individual sewage disposal system Due to the unsuccessful attempts to reach you via phone, I find it necessary to address my concerns with lot 66 Cordillera Subdivision in this letter. 1. On the plan, PR1 was indicated in two different areas. I am assuming that PR represents an eight ft. soil profile hole. If this is the case, at which site does the soil profile drawing (indicated on the plans) originate from? 2. What is the contour of the land? 3. Where will the septic tank be placed? 4. Will Dosing be recommended? I do believe that in the case of a sand filter, dosing is necessary to achieve equilateral distribution. Without dosing, channelization of waste water is a possibility. 5. Is note #8. standard language you include in all sand filter designs? "Backfill surface shall have a minimum 6 inch crown at the center of the bed..." Does this statement apply to this system -.an already sloped bed? 6. Will the 4 inches of top soil located at the toe of the bed, be adequate to prevent possible seepage from this area? U'mu , vuvucor�ur��.,ommunl6yUeV910PMen1;7F G/ Z GOMPLFTEIENQXNEERIWG 26r96351a P. 01 COMPLETE ENGWEEFtING sr=sviCE3, wo. Ikon Properties Corporation c/o Cordillera Construoti.on Co. P.O. Bolt 988 Edwftrds, Colorado 91632 PROJLCT NO; 93-19ol. December 20 2993 BUBYRCT, installation Inspection; Peraonal Sewaege Disposal System Lot 66, Filing 2, Cordillera 6ubdivlei6nr Eagle County, Colorado Mr. K.Ontogiannis: The personal sewa90 di.sp0041 system installed at the subject 1eC4tion was inspected prior to bookfil.ling by a reprasentativa of our office* to verify compliance with recommendations Contained in Our Plans and specifications project number 92-1901, dated August 6, 1992. Inspec"*n Of the system indicates that cornponenta have been pro)psriy, instalidd. Backfill material stockpiled on the cite Should be suitable for use. Please contact Ze If you have questions concerning this information. Coraplate Engineering services, Ina., Edward i1. Ford, ri. E . 912 TWELFTH STREET • GOLDEN, COLORADO 8WI 0- i303j 279-6418 : FA(: 210-M z215-93 Parcel #2107-122-08-008; Lot 66, F3, Cordillera, 0220 Little Andorra R&, JOB NO. ,10 JAR LnCA-mmi BILL TO DATE STARTED DATE COMPLETED DATE BILLED j s �w LXC L� EA V\Ci— ` nc F— Q 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 Q@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FODDER Printed in USA a INDIVIDUAL 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. 1 1 :6.6-92 Please call for final inspection before covering any portion of installed system. OWNER: Kensington Partners PHONE: 926-3500 MAILING ADDRESS: P . O. BOX 988, Edwards, CO 8163 AGENT: PHONE: SYSTEM LOCATION: 0220 TAttle Andorra Rnad, Lot 66, Cordi T 1 era Snhdivi Gi nn, Filing ing 2 LICENSED INSTALLER: T.W. Farth nevi ng LICENSE NO. 15-92 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: ENVIRONMENTAL HEALTH OFFICER: DATE: 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, 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 Ill, 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) ISDS Permit # / 6 (0- U Building Permit --q7Q APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL P. OFFICE - EAGLE COUNTY RECEIVED EAGLE, CO 81631 328-8755./927-3823 (Basalt)u� *��:�yt��tYcycyc:t��cYCYt:�ytYt:cyC�CYck�c�c��Ye�yCyc��c�YCYcYt�k:t�Yt�:�yc�k�Ycyc:cYCYcYcY[Yf !�* veve PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FE�Lt1,�„�,N�0 * �UUIIJJ .. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TRCW` VWV DEVELOPMENT ��YcYc�Yt9cyt�:�yc��rk��rYc�:cYc�tr�rYcYr�1r��:t�yt7r�rYtytYe�c�ytycyck��4c�7t�kycYtycycYtYr�ye�e�+rYt�t�:t�Yc��:�YckycYtYrYe PROPERTY OWNER: r Aa r 1 11 c U ¢) � S Itsy 33k-?' MAILING ADDRESS: = 00 , 9/f 3.2 PHONE: APPLICANT/CONTACT PERSON:4*6,19.2V' �jC�Ln HONE: c LICENSED SYSTEMS CONTRACTOR.' PHONE: ' ;z COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: /NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: /f"Z �Ld►�I �IfYG(�cri!?X- Tax.Parcel Number: j ��'] / ( (gyp,9t size: 4.017 no -es, Physical Ads" -ess : b2zo BUILDING TYPE: (Check applicable category) (vl' Resident..al/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: cll-dC� . *These systems require design Ay a Registered Professional Engineer SIGNATURE: AMOUNT PAID: /So- 00 TIME LOG: TRAVEL: -�ku-e 3a-3Y Date: <at-Gtv Yc Yc Yc yc �t yc Yc Yc Yt Yt Yt Yt Yc Yc �k vt * * * �e Yc �Y * yt Yt Yc �c yc Yc Yr Yc yc Yc * * it :� * * * * Yc Yt vc Yc yc RECEIPT # : i� DATE : CHECK #: CASHIER: PERC: FINAL: qqq ISDS Permit Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEEE� $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: MAILING ADDRESS: P• 0 " W J010 W04 O 1 "0 PHONE • 94- 13�63 APPLICANT/CONTACT PERSON: 0,MS VIDMa"IS PHONE: 8'4S• 1163 LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: *************************************************************************** PERMIT APPLICATION IS FOR: (� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: i I vl� C� A� . 0. �0 rrI Parcel Number: On Lot size: ,; b / C�[it�� 1 �1 `I �I I Physical Address: o �cx 0 �I-`t-I ndr) f cA- G( BUILDING TYPE: (Check �) Residential / ( ) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number Multi -Family* Number Industrial* Type_ of Bedrooms of Bedrooms 5 Well Q<) Spring ( ) Surface ( ) Public ( ) Name of Supplier: 60MIL A A *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE AT,ZkCHED TO APPLICATION MARE ALL REMITTANCE PAYAR" O: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: I2 'ZZ 1 AMOUNT PAID: %SCE , O RECEIPT# 3 0 DATE: CHECK # 2 CASHIER: RECEIVED DEC 2 3 1992 EAGLE COUNTY COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 tAGLE COUNTY, COLORADO DATE:. I C ('- Dear I.S.D.S. Applicant: Your application for an (ISDS) Permit for LK C n has been received. '00 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328.7207 ividual Sewage Disposal System -f _ _ 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 r Licensed System Contractor (See att-,ehed lip) —_ Engineer Design Other: 7 If you have any questions please call, 328-8755! When calling or submitting information please reference your ISDS application #_ j o Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 C:WP51\DOGS\ISDS\COMPLT.LET BH1192 COMMUNITY DEVELOPMENT DEPARTMENT (303) 325•8730 EAGLE COUNTY, COLORADO Dear I.S.D.S. Applicant: Your applic tion for an I d'vidual Sewage D's (ISDS) Permit for ` � ,� has been received. 300 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 323.7207 1 System Issuance of you\esubmitted. it is on hold until the following materials or fee(s) Payment of $15pplication Fee Payment of $20ercolation Test Fee Site Plan Licensed System Co Engineer Design Other: or (See attached list) If you have any questions plea call, 328-8755. When calling or submittin information pl se 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 ENVIRONMENTAL HEALTH ROUTING��7a APPROVED* WATER � 4 SEWAGE DISPOSAL i' VT, DISAPPROVED ISDS APPLICATION # % 66 - ya ISDS PERMIT # The following are required to be submitted prior to a building permit being issued. Applicant contacted on a /S 9� COMMENTS : S w` c..- iz is Loc �s .rs✓- r cr�r- 02) Signed-. Date �„� /5 *This approval applies to the building permit issuance only. The applicant must be aware that where an ISDS permit is required, the final inspection on the septic system must be completed prior to occupancy. In addition, the applicant must understand that certain site characteristics may require the ISDS be designed by a Registered Professional Engineer. 1166-92 - Parcel # 2107-122-08-005, Lot 66, Cordillera Sub, Filing III, 0220 Little Andorra Road JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED ` `'DATE BILLED LA15 i nm (� c.�o�,� i1e S/Ct h/n IGL r 5 / %-uI'7V1 Ll �L7�U (� !(, ��l(l,� A-2 1 r 6� / JOB FOLDER Product 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER a. c 1 r J013 COST `SUMMARY TOTAL SELLING PRICE Lf/i^-zd- TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT Printed in U.S., i 1 1001 f PERSONAL SEWAGE DISPOSAL. SYSTEM SPECIFICATIONS LOCATION: Lot 66. Filing 2, Cordillera Subdivision, Eagle County, \00� k Colorado. - � DATE porch 10, 1993 TABLE t PERCOLATION TEST RESULTS DESIGN CRITERIA: 7. Filter Sand f 1. Average Percolation Rate: 22 min/Inch. Gravel bed shall be supported on a minimum twenty-four PROJECT N0. 92-1901 - DATE. 07/01/92 TECHNICIAN JG Soil profile hole excavated in proposed absorption area Inch thick layer of dean sand which meets or exceeds revealed four feet of silty sand over weathered the following specifications: TEST HOLE NO. 1 TOTAL DEPTH 3 2 - FT DEPTH ?0 WATER 2-1 FT sandstone and evaporate deposits. Weathered zone Is approximately four feet thick 100 R minus /4 US Standard Slave READING _ CHANGE IN ELAPSED J PERCOLATION Effective Sze between 0.25 mm and 1.0 mm TiME (ft) - DEPTH (in) TIME (min) -- RATE (min�n) - c0Tr PROFILE 2 Design now - 900 gallons per day. Uniformity Coefficient less than 4.0 14:45 _ 33.85 - SOIL 1 11 1' 1L Four bedroom, single family residence. With two Sand shall be tested to verify compliance with these 15:15 10.50 13.35 30 2Z persons per bedroom at 75 gallons per day per person, specifications prior to placement Sand should be 15:19 13.85 REFILL -- -- average flow Is 600 gallons per day. Multiply average placed at a minimum of 80 percent of relative denait)c 15:49 ZI.75 12.60 30 24 flow times 1.5 to obtain maximum (design) flow. 16.19 'a.20 3.05 30 9.8 0 SAND; FINE TO MEDIUM DRY.. 16:29 53.25 REFILL SILTY, SLIGHTLY CLAYEY, MEDIUM DENSE, 8. ` 16:59 1275 10.50 3Q 2.9 E SLIGHTLY MOIST TO DRY. LIGHT BROWN, (Sin). Backfnl 1• _ DESIGN SPECIFICATIONS: Sand Filter Absorption Bed 17: 30 , '9.75 3.00 31 10.3 Backfdl surface shall have o minimum 6 Inch crown of 17:40 ,4.25 REFILL . _ L Required Bed Area the center of the bed and should be contoured to blend 17:59 5.70 8.55 19 22: - _ - - - _ - - with natural topography. Surface shall be covered with Z 900 gpd (1.3) 1232 square feet a minimum of 4 inches of topson. Surface shall be seeded with native grosses. TEST HOLE NO. 2 TOTAL DEPTH 3.3 FT DEPTH TO WATER 21 FT .... Recommended Dimension: On* Bed, 18' x 69' (1242 aq ftj 9. Surface Drainage: FEADING CHANGE IN ' - ELAPSED PERCOLATION Absorption bad shelf be level, no less than 12 Inches A minimum twelve inch high son berm shall be TIME ft) DEPTH (In) TiME (min) RATE (min/in) below the surface and located and constructed In constructed on the uphill side(s) of the bed to divert 4 - accordance with specifications contained herein. surface drainage. 14: 46 3210 - 15:19 8.75 13.35 33� 25 The bed area shall be excavated to a minimum depth of - 15.21 31.75 REFILL _ SILTSTONE/SANDSTONE; SHALE W/ EVAPORITE DEPOSITS, VERY HARD, DRY, four feet below the bottom of the gravel bed. The Ili. GENERAL 15:49 E.60 13.15 28 21 5 _ BUFF TO WHITE- bottom two feet shelf be replaced with suitable on- 15:51 37-25 REFILL site soils. Fill shall be placed in twelve Inch thick 1. Absorption areas shall not be driven over or used for 16:22 18.50 13.75 - 31 22 lifts and compacted to 80 to 85 percent of modified gardens or pasture. 16:31 a25 REFILL 6•_ proctor density. FJI should not be over compacted 16:59 10.50 13.75 28 2p - The existing ground surface should be scarified to a 2 Components of the system shall be constructed within 17:01 3230 REFILL _ minimum depth of 8 inches prior to backfilling. minimum set -backs outlined by Eogie County Health 17:27 13-50 13.80 26 1.8 fI 7 - Department 17: 29 31-95 REFILL 2. Septic Tank 17: 57 18-50 , 13.45 28 28• 3. Septic tank shall be pumped and cleaned every two years Minimum 1250 gallon two comportment tank. Tanks under normal use. 8 - constructed on site (not recommended) shall be approved by Eagle County Health Department prior to 4. User should be aware that excessive solid waste or TEST HOLE NO. 3 TOTAL DEPTH 3.2 FT DEPTH TO WATER 21 FT construction. A prefabricated tank is recommended. excess water flow con decrease the efficiency and . g•_ Tank location Is optional. Tank should be located possibly food to premature faflure of the system. Use READING CHANGE IN ELAPSED PERCOLATION within minimum setbacks In a location accessible for of the garbage grinder should be minimized and leaking - TIME (it) DEPTH (in) - TIME (min) RATE (min/in) - i future service _ faucets and/or toilets should be repaired immediately. 10= 3. Drain Pipe: 14: 48 29 85 - _ iP 5. This system has been designed exclusively far the 15: 20 14-00 15.85 32 20 subject lot based on field testing and my experience 15: 23 29-50 REFILL Drain pipe shall be 4 inch diameter perforated PVC with similar conditions. Construction shall be 1552 1400 15.50 29 Placed. at a minimum 0.4 1.9 PI percent slope away from inspected prior to backfilling by the design engineer 15:53 2935 REFILL - distribution tees, of the same elevation along the long to assure compliance with these specifications. 16:23 14-00 15.35 30 1.9 { dimension of the bed. In three, 63 foot long sections 16:33 29.65 REFILL which are continuous across the ends. IV. MINIMUM SETBACKS 17:Ot 14.00 15.65 28 17:04 29.85 REFILL __ 1.8 4. Distribution Toe: The following minimum setbacks have been established by 17:32 14-60 15.25 28 1,8 C Eagle County Health Department Distances ore given M 17:34 29.45 REFILL Flow shall be distributed to absorption laterals using feet. 17:58 15.35 14.10 24 1.7s a system of tee fittings as shown In the plan view. - Tee fittings should be placed level at the some elevation within the bed. SPRINGS POTABLE POTABLE WELLS, WATER WATER 1.7s INDICATES VALUE USED TO CALC AVG PERCOLATION RATE ' 5. Grovel: 46 Cubic Yards. SUCTION SUPPLY SUPPLY OCCUPNED PROP. SUBSOIL DRY SEPTIC LINES LINE CISTERN BUILDING LINE _ DRAIN GULCH TANK AVERAGE PERCOLATION RATE 9.5 MINUTES PER INCH Gravel shall be 0.5 to 2.5 inch diameter washed gravel I or crushed rock placed In a 12 inch layer mounded ABSORP- around the distribution laterals with o minimum of 2 TION 100 25 25 20 10 10 25 10 inches above and 6 inches below the drain pipes as BED shown In the cross section. SEPTIC 50 10 25 5 10 100 10* -- f 6. Filter. TANK A layer of Mirafi 140N, or equivalent, filter fabric shall be placed over the gravel surface to prevent s Crossings may be permitted where pipelines ors constructed of sufficient i contamination from infiltrating soils. strength to contain flows under pressure _ PERSONAL SEWAGE DISPOSAL SYSTEM SPECIFICATUNS ' LOCATION: Lot 66, Filing 2, Cordillera Subdivision, Eagle County, f / % Colorado. ' / C DATE: March 10, 1993 1 ` vrJ c f DESIGN CRITERIA: 1. Average Percolation Rate: 2 minAnch. f b' (� Soil profile hole excavate in propose absorption area = / revealed four feet of silt er weathered i sandstone and evoporite' deposits. Weathered zone is '- approximately four feet thick. ilfl 5 1(1 d 2. Design Flow = 900gallons per day. c Four bedroom, 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: Sand Filter Absorption Bed l _ 1. Required Be Area: - _ _ -- d 900 gp �1.3) 1232 square feet f -- -0.95 -- - - - - -_ Recommended Dimension: One Bed, 18' x 69' (1242 sq ft) Absorption bed shall be level, no less than 12 inches below the surface and located and constructed in k accordance with specifications contained herein. The bed area shall be excavated to a minimum _depth of four feet below the bottom of the gravel bed. The - € PROFILE 7-r bottom,two fees shall be replaced with suitable on - SOIL i j' O 1LfJ site soils. Fill shall be placed in twelve inch thick lifts and compacted to- 80 to 85 percent of modified proctor density. Fill should not be over compacted. The existing ground surface should be scarified to a minimum depth of 8 inches prior to backfilling. I SAND; FINE TO MEDIUM GRAINED, SILTY, SLIGHTLY CLAYEY, MEDIUM DENSE, SLIGHTLY MOIST TO DRY, LIGHT BROWN, (SM). 2. Septic Tank: 1 Minimum 1250 gallon two compartment tank. Tanks ' constructed on site (not recommended) shall be approved by Eagle County Health Department prior to 2'- construction. A prefabricated tank is recommended- 3. Drain Pipe: 3 Drain pipe shall be 4 inch diameter perforated RVC, # placed level and at the some elevation along the long dimension of the bed, in three, 63 foot long sections 4'- which are continuous across the ends. 4. Distribution Tee: S - SILTSTONE/SANDSTONE; .SHALE W/ EVAPORITE DEPOSITS, VERY HARD, DRY, BUFF TO WHITE- Flow shall 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 some 6'- elevation within the bed. 5. Gravel: 46 Cubic Yards. _ - i 7`- Gravel shall be 0.5 to 2.5 inch diameter washed gravel i or crushed rock placed in a 12 inch layer mounded around the distribution laterals with a minimum of 2 I 8'- inches above and 6 inches below the drain pipes as - shown in the cross section. _ 6. Filter: A layer of,Mirg_ 140 or equivalent, filter- fabric _ - shall be pl cede over the gravel surface to prevent r ` 10=- contamination from infiltrating soils. I i EAGLE COUNTY COMMUNITY DEVELOPMENT CLEAN FILL MATERIAL 4" 0 PERFORATED PVC PIPE \ 4" TOPSOIL LAYER; SEED W/NATIVE GRASS MIRAFI 14ON FILTER OR EQUIVALENT WASHED GRAVEL OR CRUSHED ROCK i {f MIN 2' LAYER CLEAN SAND (SEE SPECS) MIN 10 MIL PVC LINER CLEAN FILL MATERIAL AS NEEDED 6'-0" 6'-0" 3'-0 PLAN VIEW - - MIN-TO-MIL=PVC LINER -- ON DOWNHILL SIDES) �- r- --- 4" 0 PERF PVC PIPE TO SEPTIC TANK = I M I 4" 0 SOLID PVC I r ( I o I { in o - . . . . . `-� - I E I to DISTRIBUTION TEE J, 4" 0 SOLID PVC _0 L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 3'-0" 63'-0' 3'-Y 69'-0" n / 7. Filter Sand: Gravel bed shall be supported on a minimum twenty-four inch thick layer of clean sand which meets or exceeds r Q vD l` ` the following specifications: . 100 % minus #4 US Standard Sieve ` ! Effective Size between 0.25 mm and 1.0 mm U 'f 't C ff : 4.1 th 4 0 I PO Q) z m Q Ll.l U _ O -! Z W CV O Q C 0 U5 , G GLLI 0af J z m oU >-- I..L_ (f) > M Q (D LLJJ p LL_ ~ o U � w o Z �LI 0- oq b.1 _0 Q - LLJ LL U) (Ld i 0 a k J: = EEO= �j 0 co f ni arm i y oe cien ess an Sand shall be tested to verify compliance with these b.+ specifications prior to placement. Sand should be 1 _ placed at a minimum of 80 percent of relative density. 8. Backfill: PERCOLATION TEST RESULTS �- v �LE%Q Backfill surface shall have a minimum 6-In rown a PROJECT NO. 92-1901 DATE: 07/01/92 TECHNICIAN JG the center of the bed and should be contoure o blend f with natural tooginrnp Y. Surface shall be covered_ with ~� a minimum <4 'inches of to soil. Surface shall be TEST HOLE NO. 1 TOTAL DEPTH 3.2 FT DEPTH TO WATER 2.1 FT seeded with READING CHARGE IN ELAPSED PERCOLATION 9. Surface Drainage: _ \ TIME (ft) DEPTH (in)-. TIME (min) RATE-(min/in) - _- --- - - 14. 45 33.85 A minimum twelve inch high soil berm shall be constructed on the uphill side15:15 20.50 13.Z 30 2.2s) of the bed to divert 15:19 33.85 REFILL I 0 surface drainage. -- -- �}' 15:49 21.75 12.60 30 2.4 16:19 18.20 3.05 30 9.8 ~ - III. GENERAL: 16:29 33.25 REFILL00 -- -- 16:59 22.75 10.50 30 2.9 17: 30 19.75 3.00 31 10.3 1. Absorption areas shall not be driven over or used for 17:40 34.25 REFILL gardens or pasture. 17:59 25.70 8.55 19 2.2s 0 E W o I 2. Components of the system shall be constructed within - minimum set -backs outlined by Eagle County Health TEST HOLE NO. 2 TOTAL DEPTH 3.3 FT DEPTH TO WATER 2.1 FT `' Q I Department. READING CHANGE IN ELAPSED PERCOLATION 3. Septic tank shall be pumped and cleaned every two years TIME (ft) DEPTH (in) TIME (min) RATE (min/in) under normal use. 14:46 32.10 15:19 18.75 13.35 33 2.5 �1 i 4. User should be aware that excessive solid waste or 15:21 31.75 REFILL excess water flow can decrease the efficiency and 15:49 18.60 13.15 28 2.1 ^1 possibly lead to premature failure of the system. Use 15:51 32.25 REFILL -- -- n - W of the garbage grinder should be minimized and leaking ^i N i faucets and/or toilets should be repaired immediately. 16:18.13J5 31 2.2 16:31 32.25 REFILL Q 5. This system has been designed exclusively for the 16:59 18.50 13.75 28 2.0 17:01 32.30 REFILL -- -- subject lot based on field testing and my experience O 17:27 1850 1380 26 18 (N O 0 with similar conditions. Construction shall be ...` t � Inspected prior to backfilling by the design engineer 17:29 31.95 REFILL17: 57 18.50 13.45 28 2.8• t V vi I to assure compliance with these specifications. IV. MINIMUM SETBACKS: TEST HOLE NO. 3 TOTAL DEPTH 3.2 FT DEPTH TO WATER 21 FT The following minimum setbacks have been established by READING CHANGE IN ELAPSED PERCOLATION Eagle County Health Department. Distances are given in TIME (ft) DEPTH (in) TIME (min) RATE (min/in) feet. 15: 20 14.00 15-85 32 2.0 15:23 29.50 REFILL -- -- _ SPRINGS POTABLE POTABLE 15:52 14.00 15.50 29 1.9 WELLS, WATEIRi WATER DWELLING, 15:53 29.35 REFILL -- -- SUCTION SUPPLY SUPPLY OCCUPIED PROP. SUBSOIL DRY SEPTIC 16:23 14.00 15.35 30 1.916:33 29.65 REFILL LINES LINE CISTERN BUILDING LINE DRAIN GULCH TANK 17:01 14.00 15.65 28 1.8 - 17:04 29.85 REFILL -- -- F ABSORP- TION 100 25 25 20 10 10, 25 10 17:34 29.45 REFILL -- -- i BED 17:58 15.35 14.10 24 1.7• SEPTIC 50 10 25 5 10 10s 10s - TANK 1.7 • INDICATES VALUE USED TO CALC AVG PERCOLATION RATE _ s Crossings may be permitted where pipelines are constructed of sufficient AVERAGE PERCOLATION RATE = 2.2 MINUTES PER INCH strength to contain flows under pressure. t - i SHEET 1 OF 1. \. IL k del o M Ik If 4 A'a