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Home My WebLink About841 McLaughlin Ln - 247106306003INDIVIDUAL 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. 1895-99 BP NO. OWNER: JAMES AND CYNTHIA FORD PHONE: 970-963-1699 MAILING ADDRESS: 0210 SURRY STREET, CARBONDALE, CO 8162. APPLICANT: PATRICK FITZGERALD, EAGLE EYE ENGINEERING PHONE: 303-755-4374 SYSTEM LOCATION: 0841 McLAUGHLIN LANE, BASALT, CO TAX PARCEL NO. 2471-063-06-003 LICENSED INSTALLER: FORD -WEST GENERAL CONTRACTING, JAMES FORD LICENSE NO. 61-99 PHONE: 970-963-1699 DESIGN ENGINEER: EAGLE EYE ENGINEERING, PATRICK FITZGERALD PHONE NO. 303-755-4374 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A FOUR BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK 1034 SQUARE FEET OF ABSORPTION AREA VIA 36 INFILTATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 7/14/99, USING SERIAL DISTRIBUTION. ENGINEER IS RESPON- SIBLE FOR FINAL INSPECTION. DO NOT BACKFILL ANY PORTION OF THE INSTALLATION UNTIL IT HAS BEEN INSPECTED. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 19, 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: 1034 SQUAREFEET(VIA 36 INFILTRATOR UNITS AS PER DESIGN INSTALLED CONCRETE SEPTIC TANK: 1250 GALLONS IS LOCATED DEGREES AND 39 FEET 6 INCHES FROM THE NORTHWEST CORNER OF THE HOUSE. SEE ENGINEER'S AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS. COMMENTS: RNGINFwR l $ -PTNAL CERTIFICATION RECEIVED SEPTEMBER 16, 1999 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. j ENVIRONMENTAL HEALTH APPROVAL / d DATE: S FP TFMRFR 21, 1999 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) 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 (E1 Jebel) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: James and Cynthia Ford 0210 Surrey St., Carbondale, Co. 81623 APPLICANT/CONTACT PERSON: Patrick Fitzgerald., Eagle Eye Eng. LICENSED SYSTEMS CONTRACTOR: Ford -West General Contr.(B. Ford) PHONE: 963-1699 PHONE :30 .:!_M PHONE: 963-1699 COMPANY/DBA: Ford -West Gen. Contr. ADDRESS: 0210 Surrey St., Carbondale 81623 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: lot 12, F1, Ruedi Shores Tax Parcel Number: 2 710 .30 003 Physical Address: 0841 McLaughlin Lane BUILDING TYPE: (Check applicable category) (X) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF (X ) 0841 McLaughlin Ln. Lot Size: WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface Public Name of Supplier: Number of Number of Type _ .4b ac Bedrooms four Bedrooms *These systems re q ir- design by a Registered Professional Engineer G��/ SIGNATURE: � � �rC%� � Date ******************************************************** ** ************ AMOUNT PAID: RECEIPT #: 13 9 DATE: /71 CHECK # : /(� rl 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: August 19, 1999 TO: Ford -West General Contracting, Inc. Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1895-99. Tax Parcel # 2471-063-06-003. Property Location: 0841 McLaughlin Lane, Basalt, CO., Ford residence. Enclosed is your ISDS Permit No. 1895-99. 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 Eagle Eye Engineering, Patrick Fitzgerald Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com September 23, 1999 James and Cynthia Ford 0210 Surry Street Carbondale, CO 81623 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1895-99, Tax Parcel #2471-063-06-003. Property location: 0841 McLaughlin Lane, Basalt, CO. Dear Mr. and Mrs. Ford: 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 &i9te eye &9i"eeri"9 10144 e ,_.-:1ewell Av., ##2, 0envee, Ca. 80231 303-755-4374 ecigleye@eceotral.com Ms. Heather Savalox Eagle County Env. Health P. O. Box 179 Eagle, Colorado 81631 Ref: ISDS permit # 1895-99 tax parcel 2471-063-06-003 Ford residence 841 McLaughlin Ln. Basalt, Colorado Dear Ms. Savalox: This letter, and the attached drawings will serve as notification that the ISDS at the above named location has been installed to my satisfaction, in conformance with the approved design, and in compliance with Eagle County regulations. I inspected the system September 4, 1999. The absorption area is 558 square feet, consisting of 36 gravel -less infiltrators in four trenches, arranged such that the two trenches at a higher elevation will become saturated before substantial amounts of effluent will flow to the lower two trenches. This gives the same effect as the permitted serial distribution. Trenches, in spite of some variations forced by sub -grade conditions such as large boulders, were separated by the required 6 feet of undisturbed soil. The 1250 gallon 2-chamber concrete tank is located such that the center of the access cover of the first chamber is 39.5 feet from the NW corner of the house, and 14.6 feet from the SW corner of the house. All distances and directions relating house and ISDS may be taken from the attached scale drawings. Sincerely, F. P. Fitzge al �a Colorado Registered Professional Engineer #19656 --V - -- I I Vill %ju I I I U,3 yC14V I 11FONMr-N I ML NtAL I H page b Received Sep-07-99 03:04pm from CCITT G3 ENVIRONMENTAL HEALTH page 2 From: F. P.Fitzgeraid Eagle Eye Engineering Faxi303-766-4314 Volcc=J66-4374 To: Hesthoftval6x at: Eagle County Health Dept Page 2 of2 Tuesday, September 07, IM 4M:46 PM The of M,,;s rising ,tripe is to fy// the /wo upon r rows 4"p'fo-'p .5iig'?IfiCO'-le omov'-)t'- 0/' //ow go "n10 the t;Vo lokve'- rows 7'1;)-- /Y>e Is 0 Mode cyuritlq on,,Y will /icv,- ,7,-adv M6, so/rm', 17S 1 /be pel-&?IrYed sel-io1 disil-ib6diO17. :lames and Cynthia Ford ISDS Permit #1895-99 Tax #2471-063-06-003 Eagle County, Colo. Hom'--Ow'-/e'n CS his Own co'91?-octo", to on 04Y L???d / Should have n9olized that from oe.,!, conversations. On —Site Sewage Soil Absorption System Sys tem -stQm Design: FPF, p,e, AS -BUILT;} Sppt 4 11.99-Q 'v/ Eagle Eye Enpneering 10144E. Jewell A 1,; 02 R,-aver,, Cblorado 80231 ,?W-7,5it-4374 Notes: *All conveyance pipes are installed with minimum 1/4" drop per foot. • All components are installed in a manner which protects from freezing. • Septic/ Disposal area is use —restricted. Contact this company or County Health prior to change of use, or construction activities of any kind. *Household plumbing fixtures should be inspected for leaks at least monthly. e Septic tank should be inspected biennially and pumped every 4 years, as required by County. Clean effluent filter at biennial inspection. *Any use of a garbage grinder MUST be strictly for incidental amounts from rinsing. P/1 1250 gal concrete tank with effluent filter \ Water Supply: Community Supp/y Perc. Rate: 33 UPI Design Flow: 900 CPD Soils: 1 foot topsoil over silty sand snd gravel with cobbles and boulders to depth investigated, 8 ft. no groundwater No existing absorption fields within 200 ft System designed for a four bedroom house A = Q Vt A = 900 33 = 1034 sq ft 5 5 50% area reduction taken for infiltrators 1034 sq ft x .5 = 517 sq ft 517 sq ft o 15.5 sq ft per infiltrator = 33.3 infiltrators INSTALLED: 1250 gallon concrete 2—chamber septic took with cast concrete baffles and a 4" effluent filter {t I /at 12 \ 1.46 acres scale.- 1 " = 200 ft '9.5 1( to tank //d proposed house cleanout 1 7 4. 6 ft to tank lid �26' to h o us_�T� .36 infiltrators in 4 trenches of 9 units each. There is a minimum of 6 ft undisturbed earth between trenches. Trenches are cut with level bottoms, minimum depth 2.5 ft below local grade (low side of trench) Trench bottoms and lower back fill are of finer native material. Flow is distributed to the full length of each trench by a solid 3" pipe at the crown of the infiltrators, drilled with two 112" holes at "4 and 8 o'clock", near the middle of each infiltrator. James and Cynthia Lot 12, Filing 1 Ruedi Shores Eagle County, Colo. Ford On —Site Sewage Soil Absorption System System Design: FPF, p.e. -o geo N N S e drive�yaJ' drkir9 P / 7.5 ft qap between infiltrator end plates Zo get past boulder four trenches with 9 infiltrators each Zt see next drawing for details observation ports SCALE- I" = 50 FT CAT-UILT-B Sept 13, 1999 Denver, SJ 0 i4 James and Cynthia Ford IISDS Permit #1895-99 Tax #2471-063-06-003 Eagle County, Colo. On —Site Sewage Soil Absorption System System Design: FPF, p.e. 10 144 E. Je Denver, Colorado 80231 303-755-4374 ,Eagle Eye &9i"eeein9 10144 & ,,7ewell c4v., #2, De"vev, Coto. 80231 INDIVIDUAL SEWAGE SOIL ABSORPTION SYSTEM SITE DESIGN SUMMARY July 14, 1999 PROPERTY OWNER: James and Cynthia Ford 0210 Surrey St., Carbondale, Colo. 81623 PROPOSED APPLICATION: Four bedroom residence. LOCATION: Lot 12, filing 1, 0841 McLaughlin Ln., Ruedi Shores, Eagle County, Colorado tax Parcel ID #247106306003 SOILS: One foot topsoil, then silty sand and gravel with cobbles and boulders to depth investigated, 8 ft. GROUNDWATER: No evidence of groundwater to maximum depth. SEPTIC TANK: Flow: (4 bdrm)x(2 per)x(75 gpd)x(1.5) = 900 GPD Tank Size: Per section 4.07.01, table 4, use 1250 gallon PERCOLATION TEST: conducted May 24, 1999, by HP-Geotech test hole #1: stable absorption rate for 45 minutes. Rate 30 MPI test hole #2: stable absorption rate for 45 minutes. Rate 30 MPI test hole 43: stable absorption rate for 60 minutes. Rate 40 MPI Average rate 33 MPI ABSORPTION AREA: Area slope is a uniform 14% to the SSW A= (Q * t5)/5 = (900 * 33 5)/5 = 1034 sq ft Request 50% area reduction for the use of infiltrators: Area =1034*.5=517sgft At 15.5 ft' per unit: 517 / 15.5 = 33.3 infiltrators Install: 1250 gallon concrete 2-chamber septic tank with cast concrete baffles and a 4" Orenco effluent filter. Order the tank to be cast without its effluent baffle, to avoid the necessity of removing it in the nerd. 36 infiltrators in 4 trenches of 9 units each. Units are 3 ft by 6 ft. Trenches must be dug parallel to the contours of the slope. There must be a minimum of 6 ft of undisturbed earth between trenches. Trenches must be cut with a level bottom, minimum 2.5 ft below local grade (low side of trench). Remove cobbles and boulders from the bottoms: moderately compact and re -level the trench bottoms. Trenches will be connected in series. Infiltrator units must be firmly bedded in fine native soil, strictly per the manufacturer's requirements, prior to machine placement of the backffll. Distribute flow to the full length of each trench by hanging a SOLID 3" SDR-35 pipe at the crown of the infiltrators. Prior to installation, drill this pipe with ONE PAIR of/z" holes at the "4 and 8 o'clock" positions, near the middle of each infiltrator unit. Connect these pipes in series, as shown in the drawing. Place inspection ports in each row, as shown in the drawing. All piping MUST be firmly bedded in fine native soil before backfilling. Notes: surface grade e All conveyance pipes to be installed with minimum 1/4" drop per foot. for connector *All components to be installed in a manner -__- which protects from freezing. Extend septic tank risers to for ft end view w o • grade or mark of infiltrators 1 winter -time access; triangulate on as -built. 29 W • Schedule 40 installed between any system serial connection components subject to vehicle activity. • Septic/ Disposal area is use -restricted. Contact °tpe this company or County Health prior to change lot 12 of use, or construction activities of any kind. w geo 1.46 acres • Household plumbing fixtures should be inspected for leaks at least monthly. e Septic tank should be inspected yearly and ��JE pumped every 2 years, as required by County. S Clean effluent filter at annual inspection. P� *Any use of a garbage grinder MUST be strictly for incidental amounts from rinsing. ?° PROPOSED HOUSE drivecv y� 1250 gal o concrete tcnk with effluent dfkin9 filter P Water Supply: Community Supply Perc. Rate: JJ UP/ Design Flow: 900 OPD soils: 1 foot topsoil ET over silty sand snd gravel �� 5 With cobbles and boulders 0 E be 200U5 Infiltrators to depth investigated, 8 ft. C/O must no groundwater bedded with fine native soi/, '--" strictly per mfg's No existing absorption fields within 200 8 �0� �� requirements. 36 infiltrators connector 4 trenches of JZ 9 units each \ System designed for a four bedroom house ports ° connector r\� ports pJA A = Q V—t A = 900 33 = 1034 sq ft 5 5 50% area reduction requested for infiltrators 1034 sq ft x .5 = 517 sq ft 517 sq ft a 15.5 sq ft per infiltrator = 33.3 infiltrators INSTALL: 1250 gallon concrete 2-chamber septic tank with cast concrete baffles and a 4" Orenco effluent fi/ter Order the tank to be cast without its effluent baffle. _connector �G �- p/f � offsets tr 10 ft SCALE- I" = 50 FT 56 infiltrators in 4 trenches of 9 units each. Trenches must be dug paral/el to the contours of the slope. There must be a minimum of 6 ft undisturbed earth between trenches. Trenches must be cut with a level bottom, minimum depth 2.5 ft below local grade (low side of trench Remove cobbles and boulders from the bottom, re -tamp bottom level. Trench rows w111 be connected in series, with ports, as shown. TR� July 14, 1999 supersedes 7/8%99 de Distribute flow to the full length of each trench by hanging a SOLID 3" SDR35 at the crown of the infiltrators, to about J' from raw's end. Drill this pipe with ONE PAIR of 112" holes at "4 and 8 o'clock'; near the middle of EACH INFILTRATOR UNIT. No cop on pipe. James and Cynthia Ford On —Site Sewage Eagle Eye Engineering Lot 12, Filing 1 Soil Absorption System 10144E Jewell Av, *2 R u e d i Shores Denver, Colorado 80231 Eagle County, Colo. 303-7554374 System Design: FPF, p.e. flepworthPawlak Geotech TEL:970-945-8454 Jul 07 99 8:04 No.006 P.01 June 17, 1999 James Brandon Ford Givechnival, Dian. 5020 Counly Road 1.54 GMaVAYAW (yiNnLg, i.Morado 816A)l Mane, 970-969-79HR Uet= 970-54S-3454 10 Surrey Street Carbondaie, Colorado 81623 Job No, 199 401 Subject: Percolation Test Results, Proposed Residence, Lot 12, Filing 1, Ruedi Shores, McLaughlin, Eagle County, Colorado Dew- Mr. Ford: As requested, we have conducted percolation testing kit the subJect site to evaluate the fbasibility of an 'Infiltration septic disposal system at the she. The results of ouF work ark Paeseng�oW in d4i6- se C rt. `ale wok Was done in accordance With oug. agreenlant for pFof° ssional services to ycyd dated May 17, 1999. A profile pit and three shallow backhae pits were excavated at the locations. shown on Fig. I by others prior to our testing, We understand that the peFcalation test, holes were hand dug at the bottom of the shallow backhoe pits and soakod oml day prior to mir testing. The soils exposed in the percolation holes and profile pit consist of about I foot of top. ofl overlying silty sand and gravel with cobble,,; and hcnzld�rs to the proffle pit depth of 8 feet, No free water was encountered in the nits and the subsoils were slightly moist to nioi.q. Percolation tests were perfonned on May 24, 1999 by a representative. of Hepworth - Pawlak Geotechnical, Rne. The percolation test results are, shown on Table I. The percolation test results indicate and infiltration rate bemeen 30 and 40 gninums per inch with an average of 33 Yninutes per inch. Based an the subsurface conditions encountered and percolation test results, the tested area should be suitable for a Conventional infiltration septic: disposal system, If you have arty questions or if we, can of further assislauce, please cell our officc HE'PWORT27I - PAWLAK GEOTECHNRCAL, INC. Jordy Z. Adamson, Jr, P.E. JZA/ksyn HepmorthPamlak 5eotach TEL:970-945-8454 Jul 07 99 8:05 No.006 P.02 HepworthPawlak Geotech TEL:970-945-8454 Jul 07 99 8:05 No.006 P.03 HEPWORTH-PAWLAK GEOTECHMCAL, WC. mmm"I NOTE-1 POrc0laflon 1621 hoea wam hand dug In IhG F,-?�Ogjj of r7acki-,op plia and Soakad by 01hem. POKOWRIJOID jeatz Wava conduuted on May 24, 199-9, 7ho avezage, pcFGQ1fijjQUu rate wa's haso(I On the Past IWO redztfinga of cacti iw,