Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About1687 Casteel Creek Rd - 210530200005INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMITMUSTBE POSTED A TINSTALLA TION SITE PERMITNO. 1846-99 BPNO. 12382 OWNER: STRUCTURAL ASSOCIATES FOR S. ROBERT LEVINE PHONE: 970-945-0147 MAILING ADDRESS:.4185 COUNTY RD. 154, GLENWOOD SPRINGS, CO 81601 APPLICANT: PAUL COLWELL, LOGAN CRAIG, INC. PHONE: 970-926-4010 SYSTEM LOCATION: 1700 CASTEEL CREEK ROAD, EDWARDS, CO TAXPARCELNO. 2105-302-00-005 LICENSED INSTALLER: LOGAN CRAIG, INC., JOHN LOGAN LICENSE NO. 26-99 PHONE: 970-926-4010 DESIGN ENGINEER:-LKP ENGINEERING, LUIZA PETROVSKA PHONENO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON 2 COMPARTMENT SEPTIC TANK 2000 SQUARE FEET OF TRENCH ABSORPTION AREA IA INFILTRATOR UNITS. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 2/26/99. FIELD VERIFY FOUR FOOT SEPARATION TO BEDROCK AND GROUND WATER, AND PERCOLATION RATE AT TIME OF INSTALLATION. NEW FIELD NEEDS TO BE AT LEAST 100 FEET FROM THE WELL, WHICH WAS NOT INDICATED ON THE SITE PLAN. PLEASE PROVIDE AS BUILTS WHEN SYSTEM IS COMPLETED INDICATING IF ADDITION TO OLD FIELD WAS DONE OR IF A COMPLETELY NEW SYSTEM WAS INSTALLED. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDrN1 CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SEPTIC SYSTEM RECEIVES FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVALA azzA /t— jll�_ DATE: MARCH 16,1999 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: 1984 _SQUAREFEET(VIA 64 INFILTRATOR UNITS INSTALLED FXTSTTNG TANK: 15 Q 0 GALLONS IS LOCATED DEGREES AND FEET FROM SEE AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS, COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 12/28/99. PERCOLATION RATE FOR NEW _FTRT. IS 30 MPI. LOCATION OF WELL TS MORE THAN 100 FEET FROM TuF. NFw T.FAm4 FTF.T,1),, AND NO _RE1) ROCK WAS ENCOUNTERED AT THE SITE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. I &r'� 2q, lq,?q ENVIRONMENTAL HEALTH APPROVAL &14UUt� DATE: 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. 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: 5. \,� I Nff ( 5T1ZUCr%j MAILING ADDRESS: L41S'5- CT4 1�54 6U5WVrfb-P - PHONE:ri-10 '�\-A"; - 0%4� Co St6o( APPLICANT/CONTACT PERSON: PHONE: q-7-6-qolo LICENSED SYSTEMS CONTRACTOR: Lt*,.91,rA PHONE: COMPANY/DBA: LC;(z7A-t1) Cf-44(o ADDRESS : -�>-7( PERMIT APPLICATION IS FOR: NEW INSTALLATION #tAALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 'N4 �;AAW7 WiJ4 OF NWI/4 5U, -,.,0 -�- G- 5 9.�a?-W Tax Parcel Number: 7- k w5 -:250-z- - 0o - oo�� Lot Size: k15Acfut-1 Physical Address: 1-70 -6 0-k4ZL&Cwk- PJ- tbkhOA� BUILDING TYPE: (Check applicable.category) Residential/Single Family Number of Bedrooms 4 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: 30-Z-141 3 AMOUNT PAID: RECEIPT NO DATE: CHECK #: t:5 1) CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com Date: TO: FROM: RE: EAGLE COUNTY, COLORADO March 17,1999 Logan Craig, Inc. Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Issuance of Individual Sewage Disposal System Pennit No. 1846-99. Tax Parcel # 2105-302-00-005. Property Location: 1700 Ca§tee'l Creek Rd.', Edwards, CO., Levine caretaker unit. Enclosed is your ISDS Pen -nit No. 1846-99. 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 Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com January 12, 2000 S. Robert Levine C/O Structural Associates 4185 County Rd. 154 Glenwood Springs, CO 81601 EAGLE COUNTY COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1846-99, Tax Parcel #2105-302-00-005. Property location: 1700 Casteel Creek Rd., Edwards, CO. Dear Mr. Levine: 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 pennit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Envirom-nental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files I �_ 1 4 Q f L j ZP Z1 /_ ID . U -f LKr LNUINLLKINU, INU FAUL U1 LKP., ...:: ne. Engineeringi:,. Cj-VUJ(jE0TFC1WCAL December 2-8,1999 ji. tion. Vf&ptic System Installation RE: I Mr. Bob Levine eti��e Ain eo Mike Sunian AJA caste.... I ek C 1700 Caoftel Creek Road Morter Aker Architects 143 Fast Meadow Drive Eagle C... ' 6.6fity, Coiorado Prqjeci�'* 96110i � Permit No. 1846-99 Vail, CQ 81657 Dear Mr. Lcvklle; At flie request of Mr, Walt, Tormohlen, tile superinten&nt fro M-: Structural Associates, 01, JUne .. E 1/4 NW Xi of Sec 30, Parcel 4 2105-302- 29, 1999, WC Visited the construi2tion site 6o, Lot 17, N 112 of Nr dd".`,:Tj1e purposiD of our site vish$ was to 00-005, at 1700 Castecl Creek Road, Eagl� County, Colora p' , -tile re4airements of the Septic syste"I 'In addition, and- or inspuct the installation of the se0j� sygteta- sild IoSO Permit, we did a percolation test d tile $oil eonditiQftfroin att.8-foot Profile hole, '7 The old percolation test uged for.th.6 design ( fro'" 19 9) was,40 minutes per incil. 'rhe new percolation test ranged froin 20 to-40 nii.*es per inch, with:60 I 4verago of 30 rnPi. Tllc soi I prof Ile CQnsisted of one foot of topsoil over 4 fe6i-of Jight brown, silty'saiid bvet 3 feet of reddish -brown, cham ,and. (31-oujid water or bedrock wiis not r-rWountered. They installed the, systern�,*in over . all compliance widt . �tha septio system design, Drawing No, 96102SDCabin,l)WG, dated Attipst 26,- 19 99. 'to the 500-gaWjj�.,. scpti� iank. Froin the tank to the The system was connectcO 4�dsting I � .., I ' teld. The old jeachfield wasjbout 12 feet. Thi,*ea9tPAtt.of the now leacht d crossed over the old leaclif leachfield Nvas shallow, less than', 18 inoh#p? so the new systftivas on,undisturbed soil. The well is located on the south side of the patking6ea, wh ich is mora,�in I oofce*t from the new leachfield, As - Wilt drawirigs bythe installer *Ora not reteived. Sixty-four, Standard, la�jftjrato��Chambers were instilled in -four trenches with 16 Infiltrators r,acli. j'he infiltrators were connocted with serial distributionAn the -litst infilttator of each trench, in5pectioil ports were installedAiorizi6ntal distance from ceuter to center of the trenches, was 9 feet Or e feet. 'flie soil profile in more. All piping was SDR-35, 4-inch !?'YC, The depth of thibl,t'renchcs was thre the trcnelies was consistent witll:,:tl110 s6fl."- ' �xposed in the profi% -bole.. if you have any questions, pleaso,do not hesitate to� 41. Sincerely, LKV Engineering 6�uiza Petrovsk P President A Enclosure al. Width 1311*1sion, fax., 328-0349 cc, Ms, Laura Fawoett, FAile: CO�* Envir0r1mcnt C )'026-9089 Fax, E-mail' Ikpeng@sxiowCftp,nPt P.O. Box 2837, Edwards, 0 810,32, (970) 926-9088161, (970 n=_00_4 MMC� -rl 1= 4 M. MnMM TM. r7ne'l r, e 4 tit L J j;;;, ZD. W-4 LKr t--NUlNttKlNU, INU U:2 P-1. P-2 i-,r,,,0F1LF HOLE ix, 7 00' EXISTING WELL clVjVGR,oTECHNlChL ;,ngi ,(OKP n aering, In c Mr-,'- 'nM 4 MMM -ri Ir- 4 f-A . =rlM �M . �n�l � ��l M 1�k� �k 11 1 1 1-1 — I B L11-L T-SKETCH -6ift6 CREEK CABIN 7700 pAktM CR'ErK ROAD 004Wry EA4�(Z , C&DRAVO PREPARED FOR! vmv.t.(,r ,A. 96102 SCAM- - I " = 40' VA Pr. 12-28-9-9 DRAWNG Ntl-� 7 LKf' LNUINLLKINU, INU FA6E 03 N LEY F-i P.O. Box 2937 EdW*ds, CO 81632-20'7- ..,(970) 926-9088 gi�c (970) 926-9089.:,' PER-it-OLA- . T., ION TESTWSULTS T f; e6-C- reek Cabin (Old Sibley's Clicnt, Mr. Bob Leville c/o Tqike Suman AUL,' 1700 C40teel Creek Road Morter Aker Archfteg# .Eagle County7 colorado 143 F--ast Meadow Driv� vaily Co 81657 No. 96102-Cabiji P-3 27 1 -2116 19-2/1 -:9-1411 10 1-12116" lift 10 i:2116" 21 /1611 -6 .;!:.,,6fl6" t"WhZ10 12/16" 10 13-2/1614 10116" 21-10/16" 4/16" 12-9/16" /16" 10 13-8/1 -4/1 611 13" 8116" 10 13-14/16" 22�2/16" 4/1611- 13-8116" 8116" 10 14-4/16" 22-6116" 4116". 1401 16" 40 CH...* MICH 20 MINANCH Pr --'RC RATE 26.7 AVG PERC Average Percolation Hole DjambW: 8 ine �loies presoaked, June2l.1999 Tcst Run- June 22, 1999 By; peter petrovski 0 1 foot Topsoil to I to 5 ioat Light brown, silty sand 5 to 8 feet Reddish -brown, claYeY sand. jqo Growd Water, No Bedrock Post -it" Fax Note 7671 Date -q1171167'l* '2" page 13 r I a k) 6�,,_, Cjrj �_S Rom 1_0 Lt ro Co./Dept. Co. Phone # Phone # Fax # gall— qO51 Fax # 32,?-- 034g Z>I� A cX) E. -E COUNTY DEPARTMENT OF ENV,. )Nt4ENTAL HEALTH Box 8 11 6th & Broadway Eagle, Colorado 8 1631 PERMIT (this does not constitute a building or use permit) Owner System Location Licensed Contractor Conditional Construction approval is hereby granted for a b - gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate — inches in — minutes s q. ft. absorption area per bedroom # of bedrooms x— sq. ft. minimum requirement May we suggest Date Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Date Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section 111, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnt.h - W. 00 /rmlic"tion IN0. -4��-67 r) Tl"I. le Dcscription: Typo OT Dwellinr.,: -3 46R Date of Test: Dcnth of Holes: Dicnicter: Ty-ne of Soil: Loc-,-tion of ToS't Holes: Test hole wa.s -oxesoaked from: 0 To: -7 P. 0* Wivic If i:.t e Tivi i i e D�Ae TRIER 17PTEA DEPTH INCHES, 'OF FALL RATE 1 -2, J-3 I L 2 j 3 2, 3' 2 3- o A6 XY 4 Pexcolation Rate: ",1P I Site h.-i s been rcvicwe�l- and tcstc-�d fox !�c!xcoj.,-Ljc),,j, We 1-ccommend: 1".10PROWL DISiPPROVAL D IT E: cP- 9 749 94 J;W. Al TY"I ill� 1'. J., (.10 atw Cou 11 Ly /*n4;�, - 70 0 of Kald� F/'7: c2-1, L-j J 10,kv—n6"P� COW-1TY ENVI!Z01N1MLNTAL ICY ROUTE FORM NAME - tte Refered Permi t NU-mber LOCATION 'lease review the attached application and return it and this completed form -,,c :he Environmental Health Office ivithin 6 working clays. )LANNING: File No. Yes No- by.", Da t e Complies with: -RevieNved Subdivision Regulations Zoning Regulation�-; Recommend Approval x :o rpment s: var A,67- zjsF,?) /9 V6_ OUNTY ENGINEER: Roads Grading Draina-e Recommend Approval omment s: UILDING DEPARTIMIENT: Set backs Site Access ther Recoi--imend Approval EAME, COUNTY ENVIRONMENTAL HEALTH P.O. BOX 850 EAGLE, COLORADO 81631 BOARD OF COUNTY 1 August 1978 COMMISSIONERS 328-6809 ADMINISTRATION Mr. Karl Aerer 328-6674 Box 1406 ANIMAL SHELTER Vail, Colorado 81657 949-4292 ASSESSO R Re: Application for Septic Permit in Eagle County 328-6593 Upper West Lake Creek Meadows BUILDING INSPECTION 328-6339 The Eagle County Environmental Health Department requires CLERK & that all applications for septic permits in Eagle County RECORDER Eagle 328-6377 be routed to the Eagle County Planning,-Enginee.ring, and Ba salt 927-3244 Building Departments for their comments prior to . issuance COUNTY of the permits. Your application for 'Upper West Lake Creek. ATTORNEY 328-6.674 was routed on July 24, 1978. ENGINEER 328-6337 Listed below are the comments and recommendation which were ENVIRONMENTAL made by the above Departments during the routing procedure. HEALTH 328-7718 If you have any questions or wish -to get a further expla- EXTENSION nation, please contact the appropriate departments. The AGENT telephone numbers and addresses of the commenting Depart- 328-6370 ments are listed with each comment. LIBRARY 328-7787 PUBLIC HEALTH PLANNING: Not Approved. "The site plan shows "l bed - Eagle 328-13594 room" notation next to garage. Vail 476-5844 The garage may not be used as PLANNING 328-6338 a dwelling unit, because only ROAD & BRIDGE one dwelling unit is allowed 328-6591 on the lot." SHERIFF cz Eagle 328-6611 Ba salt 927-3244 Gilman 827-5751 Susan Vaughn, Plannine Box 179, Eagle, CO. 81631 SOCIAL SERVICES 328-7311 ext. 228 328-6328 TREASURER ENGINEERING: Not Available. 328-6376 BUILDING: Approved. "Building Department is holding the Building Permit application for subdivision." Les Douglas, Zuilding Inspector Box 179, Eagle, CO. 81631 328-7311 ext. 229 (CONTINUED) Mr. Karl Sherer Page 2 It would be to your advantage if you begin to resolve any problems and/or requirements as soon as possible so as not to delay the issuance of your Septic Permit any longer than necessary. Enclosed is a copy of the "Routing Form" for your information. Thank you very much, Erik W. Edeen Environmental Health Officer EWE:SV:LD:myw enc: cc: Susan Vaughn, Planning; Les Douglas, Building Inspector I. COUNTY U',IVI!',0',,TNIENTAL 1, il,kl ROUTE FORM -710 c/ ;7 P D V - �Ky-" NAM E tte Refered Uf LOC'ATION Permit NLI-,iiber Dlease review the attached application and return it and this completed form tc -,he Environmental Health Office ,vithin 6 working days. ')LANNING: File No. Yes No Reviewed by Date Coly"Plics With: Subdivision Rei,ulations Zoning Re.gul-ations Recommend Approval L .1 44 .'6mr,ients:_ -/0 &n& "OUNTY ENGINEI:R: Roads Grading, D r P- in a e Recommend Approval �omment s: 3UILLDIING DETARTMENT: Set backs )ther I ,omments Site Access Recomi,,iend 7 'd /) , Approval 0 f /0a -- r 89UNVIRONMENTAL HEALTH BOX 811 * EAGLE, COLORADO 81631 a PHONE 13031 328-7718 TO F—Karl Scherer DATE P. 0. Box 1406 Vail, Colorado 81657 L DATE February 7, 1978 --------- -- Please contact this office regarding your application for a septic permit for the location of Upper West Lake Creek in Eagle County. lie are holding your application until we hear from you. Thank You, Erik W. Edeen Environmental Health Department BY M?E/myw Fm N-R73 R Tho D9 Bd, Inc , Box 505, Dallos, T—as SIGNED DETACH AND FILE FOR FOLLOW-UP ENVIRONMENTAL HLALTH BOX B11 * EAGLE, COLORADO 81631 0 PHONE 13031 328-7718 FKarl Scherer TO P. 0. Box 14o6 V,41.,_'__qolorado 81657 L DATE 9-December 1977 Please contact this office regarding your a plication for septic permit in Eagle County. We are holding your application until we hear from.you. Thank -_you, -1� ERIK W. EDEEN, R.P.S. ENVIROMENTAL HEALTH DATE BY EWZ: sac S113NED Form N-R731k, The Drawing Board, Inc., Box 505, Dallas, Texas DETACH AND FILE FOR FOLLOW-UP iAGLE COUNTY ENVIRONMENTAL HEALTH INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ""�L ROUTE FORM NAME ate Refered Aa& Permit Number LOCATION Please review the attached application and return it and this completed form to the Environmental Health Office within 6 working days. PLANNING: File No. Complies with: Subdivision Regulations Zoning Regulations Recommend Approval Comments: COUNTY ENGINEER: Roads - Grading Drainage Recommend Approval Comments: BUILDING DEPARTMENT: Set backs Other Comments: Site Access Recommend Approval Yes No Reviewed by Date -0 PERMIT NO. Name of Owner: Address of Owner: ENVIRONMENTAL HEALTH P.O. BOX 811 EAGLE, COLORADO 81631 [PERMIT FEE $25.00] APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT N 00 455 Sri /-JEgz�� Phone: Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer system: Location of Propc Legal Discription: Type of Structure: Single Family Dwelling ( ><) Other: —No %J �1/ Water Supply: Private Well ><�. Location: %5 e4e-"f Distano Size of Lot: 10 az&w — Public Water Supply: ch field: 5-s ,-, 'tA A�7, An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County,,and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone ofyper on rero7lible for design of system: la,2eo The undersigned acknowledges that t e a - e * o ati is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: Date:—/4 � 9 le �- 1,,9,55 7 (This application becomes in/blid &"months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: %0 Permit No. Tank Capacity:— %aNC3 — gal. (minimum) Fee Receipt:*'75- *Yf 70 Absorption Area: I:; Sq. ft. (minimum) File: �* /00ff /,)/6/ p REMARKS: APPLICATION IS: APPROVED DENIED The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Sanitarian: PERCOLATION TEST FEE: $50 Application No. 116�5- Owner: Permit No. Legal Description: Z6W,(,) 611'14�6 Xzt� ZW,,k, Type of Dwelling: 7=4 No. of Bedrooms: 3? Date of Test: Diameter: Location of Test Holes: Test Holes Presoaked: Yes: Depth of Holes: Type of Soil: No: TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 2 3 1 2 3 1 2 3 PERCOLATION RATE: APPROVED: MPI DISAPPROVED: DATE: Jp,v),Iic,,)tiOn No. 0 V., I I e- r: LeZ.-il Dcscription: Type of Dwelling: P J3,1 0 0 1., , "TION rco: 5,; 15 0 Post -it'" Fax Note 7671 Date pago'e. .To F Co./Dept. Co. Phone # Phone # 7 S_ Fax# 17,,q& Fax # 0 3 WA! W_ m I qu 0 F.— Date of Test: Z/ -_1UJ4j_1f7R Denth of Holes: -Z6'�'� 30 41 Dimoter: Tyne of Soil: Location of Tes't Holes: Test hole xva.s nreso3ked f rom: To: Time DiAe TIME 1UTER DE PTII OF FALL RATE 3 2 _J 1 2 3*� Oq J*J. L .1.1 4:ao aTOM lzz- j(6 Per c o I ation Rate: ",I P I Site II. -Is been tested fox %,_.e�:coIatjojj. r 1!.,L, e." ?.. We reco.11111,211d: I IL) I JR 0 VP L DI 10) i Pp r10 VA L DITE: ��2 *044) 11TA Lw'x4 94 407c_ ):'11 V 111 O'll 1 '_1 11 C /ft4;� - 70 0 Frr'. -Z/ JU46-1 �2_ EAGLE COUNTY BUILDING PERMIT APPLICATION FINAL: C/O INSPECTION, LANDSCAPE INSPECTION FORM Review Routing Form ( ) Primary Routing (v'� Rerouting 12 - /-3 - -7,9 /;z /,)- Date Referred App I i cant Permit No. Location Plannirig Commission File No. Review arid return to the County Building Official within 6 working days Planning: Cohnplieswith: Yes No Reviewed by: Subdivision Regulations Zoning Regulations �zi H Site Plan (Landscaping) El Recommend Approva Corn-nc�r,+�-a -TI . f I I County Engineer: Roads Grading Drainage Comments: Date: --/Z-19-- 8 ri no. Pe-r M f ts 4-o r- rf s i d if! 44 C-E S LA PA 44q)5. upl;i is r F, m 6wd. 004A 6% tt&, ElEropo reA kwss 4 ;S AD+ 11 Recommend Approval: a4wd, CI -If 7-";. 71 County Health: Water F-1 n Sal-iitation El Perc. test Comments: Recommend Approval: Final Inspection: C/o Recommend Approval El Comments: Fitial Inspection: Landscaping Recommend Approval El Commerits: C/O Issued. by Date Fin,al Filing Date LOAN INSPECTION FORM LOCATION: 7 V REQUESTOR: COPIES TO: rr BILL TO: ISDS 15ERMIT # INSPECTION INFORMATION: J �o 7T, �46 0 o INSPEC . TION DONE BY: DATE:-/-2-1-�7 z �zn ISDS 15ERMIT # INSPECTION INFORMATION: J �o 7T, �46 0 o INSPEC . TION DONE BY: DATE:-/-2-1-�7 z �zn EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328-7311 January 30, 1987 Cynthia Sibley P.O * Box 1316 Vail, CO 81658 RE: Loan Inspection for property located in Upper Lake Creek N-'�, NE -I, N1414, Section 30, T5S, R82W Dear.Cynthia, All loan inspections are completed under the authority of the Eagle County Building Resolution, Section 3.09.03-A-(7), adopted by the Eagle County Commissioners on October 3, 1985. An onsite inspection of the sewage disposal system on January 29, 1987 revealed that the system appears to be functioning properly with no apparent problems. This septic system was finalized on September 29, 1978 under Permit #302. Potable water is supplied by a private well. If you have any questions concerning this inspection, please contact our office. Respectfully, "V lz-t'�� Jg�� Erik Edeen Environmental Health Officer EAGLE COUNTY /gp Board of County Commissioners Assessor - Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 .UNTY PERMIT MUST BE.POSTED ON P.ROPEB,1Y DEPARTMENT OF ENV�� IAL HEALTH Box !kL4X [K4 N 1, ,b& Broadway CALL FOP, FINAL INSPECTION Eagle, Colorado 81631 PERMIT N9 (this does not constitute 302 a building or use permit) Owner Karl 3ch-erer System Location Upper Vest Lake Creek, N,, NE'-4 NW"-4 Sec 30, Twnshp 5S,Range 82W Licensed Contractor S ame * Conditional Construction approval is hereby granted for a - 1200 gallon XX Septic Tank or — Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 40 minutes 750 s q. ft. 750 sq. ft. absorption area per bedroom 250 # of bedrooms -3 x 2 5 0 sq. ft. minimum requirement May we suggest Date 30 August .1978 — Inspector Jo Ann Deighan FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. - t/ — Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. - X -Proper materials and assembly. -Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulation s/re quire me nt s. Date Cz Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 dwel ' ling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section 111, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or 1"'th 1846-99 Tax# 2105-302-00-005 1700 Casteel Creek Rd. LEVINE JOB NAME 'Edwards, CO CARETAKER UNIT — -2 (�> -I JOB NO.11�---)021--, /000i OB LOCATION Lak,("� BILL TO DATE START D 3 ha 7� � DATE COMPLETED I DATE BILLED I f Lq,:d d 4 ;�-� dLA�.� OAa-- Lo k- U A" d om ob d ii 6t 1) catt, U U , U m-U AL -gb car t,/x C-t� ww 671 Zd� OA okp 0,4 - J bj-dj MtJA-,� ),�-e ceuty d &-t- Aa,12( b-� Pq I 0-vvA"�J, ta4,C4-e4� * 19 AAlb 41A JOB COST SUMMARY 1-21;010 0 K -�D b+ qx k jAaj�nA 1)4&,Ql TOTA L SELLING PRICE U U I S-00,�4 U UU TOTAL MATERIAL ABOR JOB FOLDER Product 278 1�q) NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOE 4 PERMIT #302 OWNER: Karl Scherer LOCATION: Upper West L'ke Creek Meadows (70 acres) INSTALLER: Owner SIZE OF TANK- 7,200 gallons DWELLING- residential - 3 bedrooms x 250 sq.ft. PERC RATE': one inch/40 minutes (750 sq.ft.) Finalized: September 29, 7978 8y: JoAnn Deighan 0 73 1846-99 Tax# 2105-302-00-005 JOB NAME 1700 Casteel Creek Rd. LEVINE Edwards, CO CARETAKER UNIT — JOB NO.,. 4� J /101 08 LOCATION LawtA, BILL TO DATE STAR D — 5 11,Q-7� 0/, DATE COMPLETED 1 -��E BILLED — L11=1ZILL-�A 01 67-,) Lq-Ld-4 -4 om dtd n t A) o atc LL U P/4,--Lr(�o -)4 d 7 �,.o o ffy (17,t /j.��tC cr/- & &�ci�-b d d i,_) eA U at - 0 JOB COST SUMMARY -(-0 0 J-11j�o 8A �k TOTAL SELLING PRICE U U UU TOTAL MATERIAL ABOR JOB FOLDER Product 278 =Mw NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOE 4 PERMIT #302 OWNER: Karl Scherer LOCATION: Upper West L'ke Creek Meadows (70 acres) INSTALLER: Owner SIZE OF TANK- 7,200 gallons DWELLING- residential - 3 bedrooms x 250 sq.ft. PERC RATE': one inch/40 minutes (750 sq.ft.) Finalized: September 29, 7978 BY: JoAnn Deighan a I W 0 UJ C"i < LLJ Lul NEW ORI VEWA Y BOUNDARY STANDARD INFIL TRA TOR TYPICAL INSPEC TION PORT SERIAL DISTRIBUTIOIV_Z SEE DETAIL A —A 6' ,38' 10 4 DIA M G SE WER M 40 Ar , 40 NEW DRI VEWA Y A 1/4 P t- 00 1 MAX. 1500 GAL TWO COMP. BOUNDARY CONC. SEPTIC TANK (VERIFY IN FIELD) CLEANOUT 10, -NEW ROOF _*ik NEW PAVED PATH F;-A 1V/N Q-122-4 Q 10 I NEW DECK SURFACE & HOT TUB W/ SURROUND cm 1W RE —LEVEL DECK EXISTING CONDUIT TO MECH. ROOM LOW —MAINTENANCE NATIVE LANDSCAPING 7, EXISTING RETAINING WALL TO BE REPAIRED AS REQUIRED N J6" MAXIMUM 90' EL3�,-W 30' MOVE EXIS77NG PROPANE TANKS GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. GROUND SURFA CE 22-112 - ELBOW INFIL TRA TOR CHAMBER DETAIL A A N. TS. PERCOLA 77ON TEST RESUL Average percolation rate used for design T = 40 minutes per inch. Percolation test done by the Environmental HealM department of Eagle County, on July 21, 1978. The old lecchfleld could not be located at the time this septic design was prepared, due to heavy snow conditions. Once the snow is melted the old lecchfield will be located and evaluated. DESIGN CAL CULA TION Design Percolation rate 7' = 40 minutes per inch Number of bedrooms = 4 YGX/mUM dGil Flow = OmGx y Omox = 4 bdrms x 2 persons1bol-m x 75 ;a1lons1person/day x 150Z amax = 900 god SEPTIC TANK V = OmGxl24hrs x JO hrs V = 1125 gallons Use 1500 gallon, two compartment precast concrete tank by Copland Concrete or equivalent A8SORPTION AREA A = Om cx15 x VT A = 90015 x 'V140 = 11J8 s. f Amcx = IIJ8 s.f Based on Applicatio Rate: A = 900gpd10.45 _qpdls.f A = 2000 s. f Standard Infiltrator Chamber System in a trench configuration with on allowed 50 percent reduction in the absorption area is recommended. Acorrected = 1000 s.f Surtace area of one Infiltrator Chamber = 15.5 s.f Use 64 Infiltrator Chambers in four trenches with 16 Infiltrators in each. NO 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per foot. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. J. Excavate three (J) feet wide trenches. The horizontal distance from sidewoll to sidewoll between the trenches shall be a minimum of six (6) fee t. 4. The bottom and the sidewoHs of the trenches s�oll be raked to eliminate smearing. 5. Assemble and instal/ the Infl/trator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewoll area with native on —site soi/ for proper support. 7 Bockfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle troffic over the system. 9. All installations shall meet the rules and regulct:ons of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. +0 C_ ALLON TWO COMPARTMENT 1500 ".CX CONCRETE SEPTIC TANK A Z_'1 4'- 12'-2" - I N. T. S. BY COPLAND CONCREE OR EQUIVALENT 90* ELBOW NOTE- S'TE PLAN BY MORTER AKER ARCH17ECTS 51-8. SIDE UE W RECEIVED MAR 1999 STRUCTURAL ASSOCIATES Z 0 P__ CL Q) (j Q) Lj__ E14 L-6 �j Q� Cf) Lai Ljj 0) 00 C14 00 CY) 0-) X 0 Lij 00 00 0 00 CI-4 X 04 0 b1b 0 0 r- CL 0) DRA W?V B)- L.P. CHECKED Br- L.P. PRO,IE07- NO.: 96102—CABIN DA 7E.- 2-26-99 DRAWNG: 961025DCabin.dwg SHEE'r I of 1 - I NEW DRI VFWA Y BOUNDARY S TA NDA RD INFk 7`RA TOR ,.,r.PICAL 6' T!"' INSPECT70N PORT ---/ '_� \ 100' I SERIAL DISTRIBUTON-Z SEE DETAIL A -A ,38' % to 0 4 " DIA M B G SEWER NEW DRI VEWA Y AT 114- P FOOT MAX. 1500 GAL TWO COMP BOUNDARY CONC. SEPTIC TANK �LlrPjg-y /N -/T-/ n) CLEANOUT -i NEW PAVED PATH I 501eo NEW P #' t4c jA'NK PRO BURY DASHED Ah--A OF EXISTING RETAI�) WALL GRAVEL PA TH TC PARKING COURT k Q) NEW DECK SURFACE & HOT TUB W1 SURROUND RE -LEVEL DECK EX1ST7NG CONDUIT TO MECH. ROOM LOW -MAINTENANCE NA RVE LANDSCAPING Em A'0 �01 36 " MAXIMUM 1 L 90' ELBC)w I*] PERCOLA 77ON TEST RESUL ,lAveroge percolation rate used for design T = 40 minutes per inch. Percolation test done by the Environmental Health deportment of Eagle County, on July 21, 1978. The old leochfield could not be located at the time this septic design was prepared, due to heavy snow conditions. Once the snow is melted the old leachfield will be located and evaluated. DESIGN CAL CULA TIONS Design percolation rate T = 40 minutes per inch Number of bedrooms = 4 J0, YGXiMUM daily Flow = QMGX 0max = 4 bdrms x 2 personslbdrm x 75 gGlIonslpersonIdGy x 1507., 0mcx = 900 god SEP TIC TA V = Qmax124hrs x JO hrs 1125 _gallons US= e 1500 gallon, two compartment precast concrete tank by Copland Concrete or equivalent A85ORPTION AREA A = Om GX/5 x VT A = 90015 x V40 = I IJ8 s. f AmGx = IIJ8 s.f Based on Applicatio Rate: vA = 900gpd� 0. 45 d/s. f A = 2000 sf Standard Infiltrator Chamber System In a trench configuration with an allowed 50 percent reduction io7 the absorption area is recommended. Acorrected = 1000 s.f area of one Infiltrator Chamber = 15.5 s.f 'Arfoce se 64 Infiltrator Chambers in four tren&es with 16 Infiltrators in each. NO 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per foot. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning, J. Excavate three (3) feet wide trenches. 777e horizontal distance from sidewoll to sidewaH between the trenches shall be a minimum of six (6) fee t. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Bockfill the sidewall area with native on —site soil for proper support. 7 Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. MOVE EXIS77NG 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. PROPANE TANKS GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) I inch = 10 ft. GROUND SURFACE 22-112 - ELBOW INFIL TRA TOR CHAMBER DETAIL A , A N. T S. EXISTING RETAINING WALL TO BE REPAIRED AS REQUIRED 40 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK 4�- N. TS. BY COPLAND CONCRETE OR EQUIVALENT 90* ELBOW NOTE: SITE PLAN BY MORTER AKER ARCH17ECTS RN FMAIK41raw, INJ F710mul I RECEIVED MAR - 1 1999 STRUCTURAL ASSOCIATES CL Uj C� C) C) In" :Z Or 2! 6 LLJ Y) 4j N M co 0 Cn CN co U 0 r__ U� C) X LLJ 0c) 00 0 00 0) C14 X 0 0) M 11-N b,b .0 0 r� F��i DRAWN B Y- L. P. CHECKED 8 Y- L.P. PROJECT NO,: 96102—CABIN DA TE: 2-26-99 DRAWNG: 96102SDCabin.dwg SHEET 1 of 1 - INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMITMUST BE POSTED A T INSTALLA TION SITE PERMIT NO. 2048-00 BP NO. 13397 OWNER:_S. ROBERT LEVINE PHONE: MAILING ADDRESS: 2428 CASTEEL CREEK RD., EDWARDS, CO 81632 APPLICANT: RB THOMAS PHONE:970-926-9077 SYSTEM LOCATION: 1701 CASTEEL CREEK ROAD, EDWARDS, CO CAR WASH TAX PARCEL NO. 2105-302-00-005 LICENSED INSTALLER: -ARENA EXCAVATING, STEPHEN JEWETT LICENSE NO. 27-00 PHONE: 970-904-3478 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GARAGE FACILITY 2500 GALLON CONCRETE SEPTIC TANK., 3224 SQUARE FE ET OF ABSORPTION AREA CREDIT, VIA 104 INFILTRATOR UNITS AS PER DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10-3-00. MAINTAIN ALL SETBACK REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL I IN3PECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. FINAL APPROVAL OF THE SYSTEM IS DEPENDANT ON THE APIPROVAL OF THE WATER AUGMENTATION PLAN. A DATE: NOVEMBER 1, 2001 ENVIRONMENTAL HEALTH APPROVAL: 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. TFIIS 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 WILL RESULT IN 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: 3224 SQUARE FEET OF ABSORPTION AREA CREDIT (VIA 104 INFILTRATOR UNITS INSTALLED CONCRETE TANK: 2500 GALLONS --- FOR LOCATION SEE ENGINEER'S AS -BUILT DRAWING. 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- DATE: JANUARY 17,2003 Incomplete Applications Will NOT Be Accepted (.91ite Plan MUST be attached) ISDS Permit # ;Zo4f-oo Building Permit # 1-3577 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 FEE SCHEDULE APPLICATION FEE $350.00 THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, SOIL PROFILE OBSERVATION) AND FINAL INSPECTION ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: f /-, /5 M_ � r 4, V, � x 1,5 - MAILING ADDRESS: f� fX 5,--al3p , 0.?t6 , 7 PHONE: APPLICANT/CONTACT PERSON: PHONE: M -!5?0 -7 7 LICENSED SYSTEMS CONTRACTOR: PHONE: zr:�7422� COMPANY/DBA: ANVA jf2CMAJ71,16 ADDRESS: Id, &1' WCvcZ1 c 1r__0 Fle4f PERMIT APPLICATION IS FOR: NEW INSTALLATION ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM- jk_� ,, y a* 7,-, Al Legal Description: 4thf A19 91' A10 114 Tax Parcel Number: _?/0 5- -7,)2 Cj(joe).5-- Lot Size: Physical Address: 4krk 1ev. BUILDING TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms. Residential/Multi-Family* Number of Bedrooms Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (4 Well ( ) Spring ( ) Surface Public. Name of Supplier: APPLICANT SIGNATURE: Date: AMOUNT PAID: RECEIPT #: DATE: CHECK #: CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO January 17, 2003 Raymond P. Merry, REHS Director Mr. Robert Levine 2428 Casteel Creek Rd. Edwards, CO 8163220 RE: Final of ISDS Permit #2048-00. Tax Parcel #2105-302-00-005. Property Location:2428 Casteel Creek Rd., Edwards, CO., Car wash facillity Dear Mr. Levine, 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 Envirom-nental Health Division at (970) 328-8755. Sincerely, Laura Fawcett, REHS Environmental Health Specialist 11 ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 55 1 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 How To Obtain An Individual Sewage Disposal Syst em (ISDS)- Pe=it It is reconviended that you apply for a ISDS and building permit concurrently as you will not be issued a building permit until you have your ISDS permit. I) ISDS Permit Applications are available at the following locations: Environmental Health Office Basalt/ El Jebel Clerks office Eagle County Building Behind the Fire Hall Building 500 Broadway in El Jebel Eagle, Colorado 81631 El Jebel, Colorado 81628 328-8755 963-1682 **Call 328-8755 to have a permit application sent to you. Please address all correspondences: Make checks payable to: ENVIRONMENTAL HEALTH DIVISION "EAGLE COUNTY TREASURER" P.O. Box 179/Eagle, CO 81631 Phone: 328-8755 II) The following must'be completed to obtain an ISDS permit: 1. Applicable fees (see fee schedule) .2 Complete ISDS application (including legal description, tax parcel number, and physical address). Incomplete applications will not be processed. 3. Indication of the licensed septic system contractor you have chosen. Contact the county for a list of licensed installers. 4. Satisfactory site plan (see attached "Site Plan Requirements"). 5. Satisfactory percolation test & soil profile results from a county technician or a Registered Professional Engineer. An Eagle County Environmental Health technician must view the profile hole before back filling has occurred to verify the soil type. 6. Eagle County's approval of Engineer's design (if applicable). 1 . Specifications For Percolation.And Soil Profile Test Holes These specifications are authorized by the Eagle County individual sewage disposal system regulations adopted and effective March 27, 1980. Location: Percolation test holes - Soil percolation tests shall consist of at least three (3) test.holes spaced uniformly over the proposed site in a triangular shape with approximately 25-35 feet between each hole. Soil profile hole - The soil profile examination should be located in an area directly adjacent to the proposed absorption area. It cannot be located in the absorption area. If your absorption area is located on a slope, dig your soil profile hole down slope of the proposed area. Dimensions: Percolation test holes - The percolation test holes should be dug with a post hole digger or spade. The dimensions of the holes should be approximately six (6) inches in diameter and three.(3) feet deep. The holes cannot be more than twelve (12) inches in diameter. Do not use a Backhoe to dig these holes. Soil -profile hole - The soil profile test hole must be dug at least eight (8) feet deep or until bedrock or groundwater is reached. This hole should be dug with a backhoe. Preparation: Percolation test holes - Roughen the sides of the three (3) holes and remove loose dirt from the bottom. Presoak the test holes at least eight (8) hours (and not more than twenty-four (24) hours) prior to the scheduled percolation test. NOTE: If hot, dry conditions exist, the presoaking should occur no more than 12-14 hours before the test. Percolation Test - Remember to leave enough water onsite to fill the holes for the test (approximately 15 gallons). Soil profile hole - There is no preparation need. These instructions must be followed to ensure accurate percolation test results. if the above procedures are not followed, the percolation test will not be completed until the holes meet specifications. Additional fees may be assessed for unnecessary trips. 3 III) PERCOLATION TESTS: (See specifications on pg. 3) N I 1. Percolation test shall be conducted for all new construction and for all new leach fields or repair permits. 2. Colorado Registered Professional Engineers are required to conduct the percolation tests on systems designed by them. 3. Can be conducted by the Environmental Health Division only on a conventional systems after adequate site preparation. Please call and schedule an appointment at least 48 hours in advance. 4. If the percolation test is done by Eagle County & the results show that the soil is unsuitable for a conventional system, a Registered Professional Engineer.will be required to design the system. Your percolation test fee paid to the county will not be refunded. IV) SOIL PROFILE: (See specifications on pg. 3) 1. One soil profile test hole at least eight feet deep or to bedrock, must be completed to give an indication of -the soil condition of the area. If a Registered Professional Engineer performs the percolation test, soil profile data must be submitted as well. 2. An Eagle County Environmental Health technician must perform a site evaluation for each installation. Please call and schedule an appointment at least 48 hours in advance. SPECIAL NOTES: A) All individual sewage disposal systems permits are issued to the licensed systems contractor indicated on the application. A licensed contractor must be selected before the ISDS permit will be issued. B) The State of Colorado requires that the ISDS permit be issued before the building permit is issued. If your application is incomplete this will delay the issuance of your ISDS permit, and the issuance of the building permit, as well. However, building permit review will still be conducted concurrently by the building, planning, and engineering divisions, while the ISDS review is being done. C) The County of Eagle, Colorado requires a permit for the installation, alteration, or renovation of any ISDS. Only Systems Contractors licensed by Eagle County are authorized to perform this work. A list of current Systems Contractors is available upon request. D) Eagle County Board of Health declares that its general policy is to require the use of public sewer systems where and whenever feasible and to limit the installation of ISDS only to areas that are not feasible for public sewers. Eagle County will not issue an ISDS permit where the applicants dwelling is within 400, of a public sewer and where the Sanitation District is willing to serve. 2 Site Plan Requirements le 10 MSWWO .. NAM I de 0.1 OP As part of your application for a septic permit, you must submit a site of your proposed developmeint. This plan must be drawn to scale and inust show all of the items listed below (where relevant) I. Applicant's name and address. .2. Property lines and easements, with dimensions. 3. Direction of north.and scale of drawing- 4. Location of driveway and adjacent streets. s.-- Setbacks from all property lines. 6. Proposed and existing structures, including sheds, barns, decks, etc.. 7. Location of all. streams, creeks, springs, ponds, ditches or othez- water features- 8- Existing topography and oroposed grading. 9. Location of any existing of proposed- wells, Septic tanks or- leach fields on this ar adjacent proper -ties. io- Additional information may be required. See example belowc 3ITF- PLA N - T- A! 04 ArJACSMr L .01 100, Incomplete Applications Will NOT Be Accepted N'Site Plan MUST be attached) ISDS Permit # Building Permit # jl:� w::a= 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) FEE SCHEDULE PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE SYSTEM USING YOUR SOILS REPORT) MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: 2-, e-Al I L-� PHONE: APPLICANT/ CONTACT PERSON: PHONE: '10-6 2�07 LICENSED SYSTEMS CONTRACTOR: C PHONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: X NEW INSTALLATION ( ) ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: e4"&L �PdAC ,IA_. 0 .5 ' 0 Tax Parcel Number: -7 iF 3,9 2-- Lot Size: Physical Address BUILDING TYPE: (Check applicable category) Residential/Single Family Residential/Multi-Family* Commercial/Industrial* Number Number Type _ of Bedrooms of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface Public Name/15f,\ Supplier: APPLICANT SIGNATURE: Date: drzz AMOUNT PAI�' RECEIPT DATE: CHECK CASHIER: INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMITMUSTBE POSTED A TINSTALLA TION SITE PERMIT NO. 2048-00 BP NO. 13397 OWNER:-S. ROBERT LEVINE PHONE: MAILING ADDRESS: 2428 CASTEEL CREEK RD., EDWARDS, CO 81632 APPLICANT: RB THOMAS PHONE:970-926-9077 SYSTEM LOCATION: 1701 CASTEEL CREEK ROAD, EDWARDS, CO CAR WASH TAX PARCEL NO. 2105-302-00-005 LICENSED INSTALLER: -ARENA EXCAVATING, STEPHEN JEWETT LICENSE NO. 27-00 PHONE: 970-904-3478 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GARAGE FACILITY 2500 GALLON CONCRETE SEPTIC TANK, 3224 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 104 INFILTRATOR UNITS AS PER DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10-3-00. MAINTAIN ALL SETBACK REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED_ UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. FINAL APPROVAL OF THE SYSTEM IS DEPENDANT ON THE APPROVAL OF THE WATER AUGMENTATION PLAN. -, ENVIRONMENTAL HEALTH APPROVAL:40'uj'L DATE: NOVEMBER 1, 2001 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 WFIICH 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 WILL RESULT IN 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 (VIA INSTALLED TANK: GALLONSISLOCATED DEGREES AND FEET INCHES FROM COMMENTS: 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 DATE: _L I _L L31 4 L) tio L ri Z) (UZZ0,3=3 Engineering, Inc. CMUGEOTECHNICAL JMrivary 16, 2003 Mr. Dart Thomas Thomas & Warner Construction, LLC R0. Box 1021 Edwards, CO 81632 Dear Mr. Thomas - L-Kr INU flAut UZ RE." Inspection of Septic System jnstallation Car Bam 1701 Casteel Creek Road Eagle Coimty, Colorado Project No, 20103 - ISDS Permit No. 2048-Qo At the request of Mr. Steve Jewett of Arena Excavating, on November 12 and December 6, 200 1, we visited the construction site for the car Bam at 1701 Casteel Creek Road, in the Casteel Creek Ranch, Eagle Comity, CoJorado. The Purpose Of Our site visits was to inspect the installation of the septic system. They installed the system in Overall. COMPliaMe with the septic system desigri, DfawingNo. 20l03SDCAR5ARN.1)WG, dated October 3, 2000, They installed a 2500-gallon, two comp ents P a - A cleanout was installed precast, concrete septic tank. The septic tank had "rs" in boffi cOmPwtments artm between the house and the septic tank as shown on the as -built sketch, One hundred and four, Standard Jnfiftrator Chambers were j�nstalled in -rIve trenches � as shown On the attached sketch, The infiltmtors were connected witli se I dis rib tio nd w e 9 f et on nt . in the first and last in.f ra t U na ef a ce er .11trator of each trench, insPection ports were installed. The effluent Kne was 4-inch SDR 35 PVC. 11f you have ally questions, ple*e do not hesitate to call. Since,rely, 1, LKP Engireering, Inc. '0 "z 0 PEG,., r 4-P-526 Luizaa.petrovska, 4k President Enclosure Co.: ECER Departrnent at 970-328-0349 20103CARBARNesimpd P-0. DQ7, 2837�, Edwards, CO 81632, (970) 9246-9088 Tel, (970) 926-9089 Fax 1701 CASTEEL cREEK ROAD - CAR BARN FAME CMNTY, COLORADO Gv RO"T LEIANE $ - 0 isDS Permit # Date IMS Final InaRection C2mRleteness Form I -Do Tank is gal. Tank Materia LI/Tank is located t. and � Z _0 degrees f rom__Q_j&&� 0h_ 1r_ 1pex�nent lbudmrk) Tank is located _0f t. and degrees f roaLL&��4- J,)eJ0"J (2)0 &,4134t 1p*ZU&MMt I Tank set level. 1__�_Tank lids within a" of finished grade. Size of' field t2 units* lineal ft. Technology Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar ,tape, rubber gasket etc. tgnki.hds�ltwo dompartments with the.,�l,.a..gor...�..cpMartment closest to r house. t4 -10 t ;�,.Meaavre; die, ance and relative direp.t- jqr4 -to, iel.ql, ,,Depth of f ield. ft. Y .,Soil interface raked V/ Inspection portals at theend of each trench.. Proper distance to setbacks. ___��Chambers properly installed as per manufacturer* speci icationst (Chambers latched, end plates properly installed, rocks temoved from trenches, etc.) Type of pipe used for building sewer line_L�'_� e a c h f i e 1 d6�--_, other inspection meets requir6atents. Copy form to installer's file if recommendations for improvement.were suggested. ACTION TAKEN: Setbacks Well 'Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Zdn& so 10 5 10 so 10 10 I - - - - - - - - - - - - - �"l �� -� Z-Z--d-11' l4u.uul� 1 COLORADO DIVISION OF WATER RESOURCES DIVISION 5 e- COMPANY: FACSIMILE TRANSMITTAL SHERT FROM: 1 4 7 IT cic� DATE- FAX/NUMBER: TOTAL NO. OF PAGES INCLUDING �9 7V) E3 —,03 �4 I? COVER: 7 PHONE NUMBER: SENDER'S FAX NUMBER- 303-866-5415 or (caU first) 970-945-8741 R P-: MY PHONE NUMBER- 970-945-5665 IJ URGEN'r RFVIEW El ?LEASE COMMENT 0 PLEASE REPLY El PLEASE RECYCLE NOTES/COMMrNTS; o A., 6 4 ar - 2, o 4 ( ,( - t- / �;, a / 2-5'69-rl3 " 05 -0 4, 0 f e 0"- 4- s A91-4 r)IVISION OF WATER RESOURCES Po BOX 396 GLENWOOD SPRINGS, CO $1402 kir'll -r"l 1 4 r7l. �4 nM TM. C7n,'l C' �Ml lkl-M� �kll I I 1��l �l I i ------ --- --- LA I IJ �t I'lu I U/- .�PWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg.. 1313 Shaman St,, 0anver, Colorado 80203 (p03) Sao-3581 388 APPLICANT S A013CRT LEVINE 4185 OR 165 GLENWOOD SPRGS CO (970)945-0147 PERMIT TO CONSTRUCT A WELL WELL PERMIT NUMBER 206413 DIV. 6 GNTY. 19 WD 37 DES. BASIN MD Lot: I Block: Filing: Sub4liv! CASTEEL CREF-K SANCH APPROVED WELL LOCATION EAGLE COUNTY SE 1/4 NW 1/4 SeCtiOn 30 Twp S 8 RANGE 82 W 6th P.M. DISTAN0176FROM SECTION LINES 1900 Ft. from North Section Line 2400 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITION$ OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of -the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 OCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In acoordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(11)(A) as the only well on a tract of land of 37.801 acres described as Lot 1, Casteal Creek Ranch division of land, rzagle County. 4) The use of ground water from this well is limited to fire pr otection, ordinary household purposes Inside up to three single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an Individual wme water disposal system of the non -evaporative type where the water is returned to the same stream system In which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Monitoring hole notice MH-31738, was acknowledgect for construction of a monitoring and observation hole for this applicant, In the SW 114, NW % of this section on September 17, 1997. Expired permit 166= was previously Issued for this lot, YiD tqa(CIT DIVISION COPY APPROVED KJW 24 P Zl\ ar C* Stato ENMW I Receipt No. 0422588 DATEISSUED NOV 0 7L%? EXIIRATICN 0 TE V 07 1999 k Ifni 1 -1 lnmnn _17111 1 -1 r7h. n1f nM Tn. r7ne-L'177 �-Ml IkI'r1J 17-1,11 1 L-1[7e%l -rIJ --- -.11 - - 1�ul U�+ LPZJ Z-Z- - Z--� JIM . UVO F . VJ REPORT DATE COLORADO WELL APPLICATIONS AND PERMITS Ttty Nov'02 09:04:30 MST 2000 COLORADO DIVISION OF WATER RESOURCES Receipt 0422588 Permit 206413 Div 5 Wd 37 Basin Md EngineerKJW User NLH LEVINE 9 ROBERT Address 4165 CR 165 ci+.%# GLENWOOD SPRGS, Telephone (970) 946-0147 Case Permit X119f 31738 MH Well Name state Zip CO $1601 County EAGLE Q10 Q40 SP Q160 NW Sec 30 Ts 6 South Rnq 82 West Prn Sixth 1900feetfrom North Sectionline 2400feetfrom West Sectionfine 8X%%9j%F-FK RANCH Parcel Size PIN 37.80 Intedm Status Last Action 08-11-1998 Permit Issued 11-07-1997 Permit Expires 11-07-1999 Expire Notice Sent Well Const Report 10-29-1997 Well Const Complete 09-19-1997 Well [Report (Non-trib) Pump Install Report 06-01-1998 Pump Install Complete 05-06-1998 ist Beneficial Use Statement Benef. Use Benef Use (Non-trib) Abandonmerrt Report Well Plugged Filing Block Lo I DOMESTIC ISSUED UNDER PRESUMPTION 3b-IIA Pump Rate Ann Amt Depth Proposed 15.00 0 0 Actual 15.00 0 252 Irrigated Area 0 acres Elevation 0 Perf Casing Top 102 Perf Casing Bottom262 Water Level 172 Aquiferl ALL UNNAMED AQUIFERS Aquiter2 Driller $08 Pump Installer 1050 Statute Motor Log Qual AbReq 6023 No No No No Comment EXPIRED PERMIT #165332 WAS PREVIOUSLY I FOR THIS LOT Pump installation report received. ------- --- ---- � " I � � _� _� GWS-25 COLORADO DMISION OF WATER RESOURCES 818 centennial Bldg.. 1313 Sherman Ot, Nrwer, 0*1*rado 8= w3) aw�mi -.e-" I'lu . vvl� I . V_J APPLIC wELL PERmrr NUM13ER DIV. $ ONTY, 19 WD 37 DES. 13ASIN MD mt2 Skek, Filing: Subdiv.CASTEELCRIMRANCH BRUCE BRERETON & GREGORY F LAETSCH 333 S GRAND AVE STE 6200 LOS ANGELES CA 90071 (213)486-8900 PEMrr TO USE AN EWTING WELL MT 6PPROVED WELL LOCA'nQN EAGLE COUNTY SW 114 NW 114 Section 30 TWP 5 S RANGE 82 W 6th P.M. PJUMgS FROM SECTION UNES 1618 Ft. from North Section Une 969 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT C0NDaJQM§ QE Aee 1) This well shall be used In such a way as to cause no material Injury to exMng water rights. The Issuance of the permit does not assure the applicant that no injury will occur to another vested water Nht or preclude another owner of a vested water right from seeking relief In a OMI court action, 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In accordance with Rule 17. 3) Approved pursuant to CAS 37-92-602(3)(b)(IO(A) for the use of an existing wall, constructed under permit no. 141622, and as the only well on a tract of land of 37.801 acres described as lot 2, Casteel Creek Ranch division of land, Eagle County. 4) Approved for the correction of legal description of permit no. 141 M (canceled). The Issuance of this permit hereby cancels permit no. 141622. 5) The use of ground water from this well Is limited to fira protection, ordinary household purposes inside three (3) single family dwellings, the Irrigation of not more than one (1) acro of home gardens and lawns, and the wateflng of domestic animals. 6) The maximum pumping rate shall not exceed 15 GIRM, 7) The return flow from the use of the well must be through an Individual waste water disposal system of the non -evaporative type where the water Is returned to the same stream system In which the well Is locaw, 8) ThIs well shall be located not more than 200 feet from the location specified on this permit, v) 640 '13 MOO" Copy APPROVED JD2 66 gy Receipt No. 0330658 DATE ISSUED MAY 10 1993 EXPIRATION DATE MAY 10 1995 kirli 1-10-nmr2m -rul 1 -1 M. 'M'MnM TM. =ne'_1 = e'r-11 iki-r4,,J 1=K11 I LAI-7ni -r" MeW-r-. -7 --- -.11 — - I-- — --W� '.� LJL I V 1+ :).:) /-/- I'lu . UVI)I F . QU REPORT DATE COLORADO WELL APPLICATIONS AND PERMITS ,Th,u Nov,02 09:04:04 MST 2000 COLORADO DIVISION OF WATER RESOURCES Receipt 0330658 Permit 169911 Div 5 Wd 37 Basin Md EngineerJD2 User LMID LEVINE 8 ROBERT Address DOMESTIC P 0 BOX 5005 City , State Zip ISSUED UNDER PRESUMPTION 3b-IIA ROCHESTER NH 03867 Pump Rate Ann Amt Depth Telephone Proposed 15,00 4.00 300 (603) 337-1105 Actual 18.00 0 300 case Irrigated Area 0 acres Permit XRef 141622 Elevation a Well Name Perf Casing Top 180 County EAGLE Perf Casing Botjom300 Q10 Water Level 144 040 Sw Aquiterl ALL UNNAMED AQUIFERS Q160 NW AquIfer2 Soc 30 Driller EXST Ts 5 South Pump installer Rng 82 West statute Motor Log Qual AbReq Prn Sixth 8023 No No No No 1618 feet from North Section line Comment 959 feet from West Section line 3 SF, 1 AC IRR, DOM ANIMALS, ONLY WELL ON Filing Block I ot 8fte8REEK RANCH .801 AC Parcel Size PIN 0 �Uain Activity 09-26-1991 Well permit Issued. Interim Status 12-19-1996 Change in ownership accepted and updated. Last Action 12-2e-I 996 Change In ownership accepted and updated. Permit Issued 05-10-1993 Permit Expires 05-10-1995 Expire Notice Sent Well Const Report 08-25-1986 Well Const Complete 07-23-1986 Well Report (Non-trib) Pump Install Report 01-20-1987 Pump In5tall Complete 08-19-1986 1st Beneficial Use Statement Benef. Use Benef Use (Non-trib) Abandonment Report Well Plugged 7 I In, I � �Mm- �[ 11 1 � — �-^M �M. �^�i 1- �nl IL Mk� 1-1, It I 1 11-^1 �I I --- - . 11 -1 � - I - - - - - - LA I U 1+ L, Lp Form No, OFFICE OF -THE SIAI t-- -LNL;ilNttH' GWS-4� COLORADO DIVISION OF WATER RESOURCES cis Nnmnnw 51do,, 1313 Shommm St. 08weer. COW*& 80M (30) RW,3581 —APPLICANT ROBERT H. 13ELL 3000 SAND HILL 14ENLO PARK CA 800/477-6484 /- /- - Z- -� I 1i U . V IJ .� F . U 14 WELL P9AMrr NUMBER 162080 5 19 37 DIV. CNTY. WD — DES, BASIN — MD Lot: Block! Riling: Subdiv. RD BLDG 3 #190 94025 PERMIT TO CONSTRUCT A WEM . APPROVW-WELL LOCATION e-ri"Krry EAOLE SE 1/4 -rwp -!- —s, 1095 KW 1/4 Section 30 Range 82 W 6th p.M. _DgMANCES FROM SECTION UNES 2450 Ft. from North Section Una 2375 Ft. from _��est Section Una ISSIVANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPRM 1) This well shall be used In such a way as to cause no material Injury to existing water rights. The Issuance of the permit does not assure the applicant that no Injury will occur to another vested water eight or preclude another owner of a vested water right from seeking relief In a civil court action, 2) The construcition of this well shall be In compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. j) Approved pursuant to ORS 37-92-602(3)(b)(11)(A) as the only well on a tract of land of 37.80 acres described as Lot 3, Casteel Creek Ranch division of land, Eagle County. 4) The use of ground water from this well Is limited to fire protection, ordinary household purposes Inside one (1) single family dwelling, the Irrigation of not more than one (1) acre of Korne gardens and lawns, and the waterino of domestio animals. 5) 'The maximum pumping rate shall not exceed 15 GPM, 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. GV-C; yl/prl�l ARRBOVED: Receipt No. 032790'�' DATE ISSUED OCT 18 191 VIVIS10% (;Op'l OCT 18 EXPIRATION DATE ------- --- ---- llu.wwl., 1 .1-11 REPORT DATE COLORADO WELL APPLICATIONS AND PERMITS Thy Nuv 02 09:01,56 MST 2000 COLORADO DIVISION OF WATER RESOURCES Receipt 0327990 Permit 162080 Div 6 Wd 37 Basin Md Engineer User AOT 'Full Name LEVINE S ROBERT Address 44 DURHAM STREET City state Zip PORTSMOUTH NH 03801- Telephone 1(803) 742-9275 Casa Permit XRef 15492 MH Well Name County EAGLE Q10 Q40 SE Q160 NW see 30 Ts 5 South Rng 82 West Prn Sixth 2450 foot from North Section line 2375 feet from West Section line Subdivision CASTEEL C EEK RANCH 'R Parcel Size PIN 0 Filing Block L I DOMESTIC ISSUED UNDER PRESUMPTION 3b-IIA Pump Rate Ann Amt Depth Proposed 0 0 0 Actual 15.00 0 300 Irrigated Area 0 acre$ Elevation 0 Perf Casing Top 0 Perf Casing Bottom 0 Water Level 107 Aquiterl ALL UNNAMED AQUIFERS AquIfer2 Driller 1095 Pump installer 1050 Statute Meter Log Qual AbReq No No No No Comment Maln ACtIVlty UU-10-191all well permit Issuea. Interim Status 10-17-2000 Change in ownership accepted and updated. Last Action 10-17-2000 Change in ownership accepted and updated. Permit Issued 10-18-1991 Permit Expires Expire Notice Sent Well Const Report Well Const Complete Well Report (Non-trib) Pump Install Report 05-11-1998 Pump Install Complete 08-27-1993 1st Beneficial Use Statement Benef. Use l3enef Use (Non-trib) Abandonment Report ,-Well Plugged k Iril I - -n -r"l 1 -1 M. -011nM Tn. 17n�-1 17 elr1l lkl-rw r7kil I "r7e%l -r" —f —f -- if UJ.4UJUOD L-Mr r_1AU11N=M1114U llqkl �-Aut k3l/ Ud November 3, 2000 S. Robert Levine c/o Kyle Webb, KH Webb Architects 953 S. Frontage Road West, Suite 216 Vail, CO 8 1657 Dear Kyle: a /V RE: Septic System Design - Car Barn Lots I & 2 Casteel Creek Ranch 51 - Eagle County, Colorado Project No. 20103 Following are calculations for the revised design.for the Car8am. With the maximum of 5 cars per day to be wash�,d in the private garage and the use of The, Con-Serv, Water Recovery Systems, onJy 30 percent of the water used for washing the cars will require disposal and 70 percent will be reclaimed. The remainder of the water used at the CarBarn building will be for shower, toilet and laundry. Q,.,.,h = 5 cars/day x 50 gallons/washing a car x 150% = 375 gpd Fresh water to be used at 30% x 375 gpd = 112,5 gpd Reclaimed water to be used at 70% x 375 gpd = 262,5 gpd An absorption area for the water ftom washing cars, which will require disposal is: A = Qmax/0,6gpd/sf = 112,5/0.6gpd/sf � 187.5 sf. With 50% reduction for Infiltrators in a trench configuration, A.. = 94 sf. Total number of infiltrators required for the water disposed from washing cars is six. With this change the Total maximum daily flow at the CarBarn will be 894 gpd. The total absorption area required will be 745 A, and the total number of infiltrators will be 48. Included with this letter are typical schematic drawings for the wateT reclaiming unit from Con-Sery Water Recovery System. Actual Drawings and layout of the water recovery system will be provided when the system is purchasM f�oua. the manufacturer. If you have any questions, please do not hesitate to call. Sincerely, LKP Engin �P. 11'�� "-, -fl) 3 eeri#20" , 29526 P 1�uizafP vska NA1. President 440V Copies faxed to; Ray Mary at the Eagle County Environmental Health Department at 328 -0349 Kyle Webb at 477-2965, and Thomas & Wanict Cmi5tructlon LLC at 926-9081 C-.\MyPiles\�mido-AV;PDOCS\20103A-cwtorr.,WP17 P.O. Box 28.37, l3dwards, Colorado 81632 41 (970) 926-9088 Tel - (970) 926-9089 Pax '.�. I - �M T � 4 . 4 - -M T — � ��i 'k 1�k� �k 11 1 1 1�nl �1 I mn��. 4 -mum; In 7,,5 � 5f IN pr A 4 A 2w ow tv NOV-3-2000 FRI 11:16AM ID:EAGLE COUNTY ENV HEALTH PAGE:2 ow tv NOV-3-2000 FRI 11:16AM ID:EAGLE COUNTY ENV HEALTH PAGE:2 NJ Em I FHUC- ri 13 AIM got Wi I ml o< INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMITMUSTBE POSTED ATINSTALLA TION SITE PERMIT NO. 2048-00 BP NO. 13397 OWNER:-S. ROBERT LEVINE PHONE: MAILING ADDRESS: 2428 CASTEEL CREEK RD., EDWARDS, CO 81632 APPLICANT: RB THOMAS PHONE: 970-926-9077 SYSTEM LOCATION: 1701 CASTEEL CREEK ROAD, EDWARDS, CO CAR WASH TAX PARCEL NO. 2105-302-00-005 LICENSED INSTALLER: -ARENA EXCAVATING, STEPHEN JEWETT LICENSE NO. 27-00 PHONE: 970-904-3478 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONENO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GARAGE FACILITY 1000 GALLON CONCRETE SEPTIC TANK, 1240 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 INFILTRATOR UNITS AS PER DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 12/28/00. MAINTAIN ALL SETBACK REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEP- TIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: 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 25-10-104,1973, 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 WILL RESULT IN 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 (VIA INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: 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 DATE: LKP ENGINEERING, INC.. P.O. Box 2837 Edwards, CO 81632-2837 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot I & 2, Casteel Creek Ranch Eagle County, Colorado Project No. : 20103 Client: S. Robert Levine c/o Kyle Webb 953 S. Frontage Rd. West Suite 216 Vail, CO 81657 P-1 P-2 P-3 THVIE/DEPTH 26-8/16" 24-12/161f 21-8/16" 1:30 9-12/16" 12/16" 9-4/16" 12/16" 9-4/16" 12/16" 1:40 1011 12/16" 1011 12/16" 9-12/16" 8/16" 1:50 10-8/16" 8/16" 10-8/16" 8/16" 10-8/16" 12/16" 2:00 lilt 8/161, 10-12/16" 4/16" lift 8/16" 2:10 11-4/16" 4/1611 11 4/16" 8/16" 11-8/16" 8/16" 2:20 11-8/16" 4/16" 11-12/16" 8/16" 1211 1 8/16" 2:30 11-12/16" 4/16" 12-4/16" T8/16"" 12-8/16't 1 8/16" PERC RATE 40 MIN/INCH 20 MIN/INCH 20 MIN/INCI-I AVG PERC: 27 MINUTES PER INCH Average Percolation Hole Diameter: 12" PROFILE HOLE: Holes Dug and Presoaked: 9-28-00 0 to 6" Topsoil Test Run: 9-29-00 6" to 2'Clayey gravelly sand Tto 6'Reddish-brown sandy clay 6'to 9' Weathered shale bedrock At 9'Finn bedrock No Ground Water Wright Water Engineers, Inc. 7 818 Colorado Ave. P.O. Box 219 /S6S_ Doy& __CX) Glenwood Springs, Colorado 81602 (970) 945-7755 TEL (970) 945-9210 FAX (303) 893-1608 DENVER DIRECT LINE December 19,2000 Mr. Ray Merry, Enviromnental Health Officer Enviromnental Health Department Eagle County, Colorado P.O. Box 850 Eagle, CO 81631 RE: Robert Levine, Car Bam, Sibley Parcel on Casteel Creek Dear Ray: Robert Levine would like to proceed with the construction of his car barn this winter. I understand, from Kyle Webb, that he needs a county building permit before he can proceed with any additional construction. We understand that the main issue holding up the county building permit is the ISDS permit. The key issue for the ISDS permit is the water right for the car -washing feature in the car barn. It is the intent of Mr. Levine to go to water court and obtain a decree for a water augmentation plan that would cover any water right issues associated with the car washing facility. I suggest that the county issue a building permit with the understanding that the car wash may not be used until an appropriate water augmentation plan is decreed by the water court and a copy is delivered to the county. I believe this will protect the interest of all party's involved and will allow Mr. Levine to proceed in a timely manner. Please call if you have any questions. Very truly yours, WRIGHT WATER ENGINEERS, INC. By: v, ,I - / A �ail ALV� )Viiliam L. Lorah, P.E. Senior Consultant cc: Kyle Webb Gary Greer, Esq. Bart Thomas DAWork\WWE\99l-l07.000\Ray Merry regarding building permit.doc DENVER (303) 480-1700 DURANGO (970) 259-7411 BOULDER - (303) 473-9500 1'-k' y Merr a 'y - Re: Levine ISDS files" . ... . .... ...... Ppg From: Ray Merry To: Laura Fawcett Date: 11/14/00 12:21 PM Subject: Re: Levine ISDS files FYI, I spoke with Louiza today (11/14/00) and told her that it's not a water quantity issue but a type of use of the well water that is being questioned. She will talk to Bart and let him know and probably stop trying to do revisions to the septic based on water use as it really doesn't matter. She could reduce the flow down to a gallon and it wouldn't matter. Hopefully Mr. Levine's water engineer or water attorney can advise him on how to proceed. >>> Laura Fawcett 11/03/00 04:18PM >>> I looked over the new sizing for the car wash facility using recycled water and wrote some notes on the outside of the file. The Levine files are all on the chair opposite your desk in your office. Please talk to Louisa about what else needs to be done. CC: Janet Kohl DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: November 1, 2001 TO: Arena Excavating FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit No.2048-00. Tax Parcel # 2105-302-00-005. Property Location: 1701 Casteel Creek Rd., Edwards, CO., Levine car barn. Enclosed is your ISDS Permit No. 2048-00 and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. 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 note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. 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. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovksa OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 wi Z- LV40—VV iax 7f/-1U-�)-JUZ-U0-005 JOB NAME. Casteel Creek Ranch LEVINE 1701 Casteel Creek Rd, Car wash facility JOB NO. 0 - / �,� 9 " 000508 LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED -�4 '/j 9 oil /k f J-a��T— JOB COST SUMMARY �v TOTAL SELLING PRICE A] TOTAL MATERIAL o� ol alvv4l 64, 0 TOTAL LABOR INSURANCE Luq'4-10� �b I "�Z-&j tv—&"l SALES TAX MISC. COSTS L/ ��s o-1— K, AL b2k A6 4 TOTAL JOB COST GROSS PROFIT 4LO AA�j ESS OVERHEAD COSTS t,,*lp OF SELLING PRICE I 14 AV& NET P ROFIT JOB FOLDER Product 278 r Jok F0 -p"_j d4 11103 e- Recycled Content 10% Post -Consumer I 6 2500 GALLON SEPTIC TANK BY COPLAND CONCRETE OR EQUIVALENT N. TS. 12' PLAN _WEW POWERPOLE CENTERLINE OF OVERHEAD 1/4 COR, SEC L9- POWERLINE 30 FOUND 2 1/2' BRASS C 1 20" diam. 5,10" 20" diom. 6' 6 -------------- — ----------- --------------- 8. 71 _j P-1 �y - - - - - - - - - - - - - - - - - - - - - - - - - ------- a J, U. E Ll zpy P-2 6,6, 5'10- 7,5' J'7" 2'10" STANDARD INFILTRA TOR TYPICAL ----------------------------------- j L ---------------- I INSPEC T70N POR T SERIAL DISTRIBUTION SEE DETAIL A -A N1/2 NE1/4 NW1/4 SECTION 30 SCHERER STENSON SUBDIVISION TREELINE 0.7 1.5 DEC, TYP, CENTERLINE OF 60' CLEANOUT ACCESS AND UTILITY EASEMENT 3 0,0 3 0 0 2500-GALLON, CONCRETE, SEPTIC TANK 4" DIAMETER BUARING SEWER A 1.5' SPRUCEx2 AA Cff E F DIR D IV CMP_- 4& EDGE OF GRAVEL ROAD- 1.5, CAP Z 0 A& 4 Z 1INE 4L A& 4& Ab &4& 0.8' ABOVE CONIFER TREELINE 30 0 GRAPHIC SCALE 0 15 30 60 A 41 TREELINE 00 0 0 0 0 0 101' - TREELINE 0.7 1.5 DEC, TYP, 4" DIAMETER SDR35 PIPE Coe EDGE OF DIRT ROAD BARB WIRE FENCE ndimik XddW= Sod Area hikoftr 149W Gmbe Drah C:D CD CD CD (-n R L I a ,.D �,D d!7 1. D W. CD (_n M M 7� !Z) Cd I- r rri M M 3> A M M M z 0 Z Z X NOTE: S17F PLAN BY K.H. WEBB ARCH TS & 4& 8a30 A CLEARING _�AASPEN TREELINE 10 0711 A'S 1111,84 Z, LOT 1 & CASTEEL CREEK RANJH A ( IN FEET ) 1 inch = 30 ft. EC-RCOLA ON TEST RESULTS Perc No. 1 Perc No. Perc No. 40 minutes per inch 20 minutes per inch 20 minutes per inch Average percolation rate recomm9nded for design T = 27 minutes per inch. SOIL PROF-ILE: PROFILE HQ,�E 0 to 6 " Topsoil 6" to 2 feel Clayey-grovelly sand 2 to 6 feet Reddish -brown, sandy clay 120 6 to 9 feet Weathered shale bedrock At 9 feet, #rm bedrock No Ground 41ater DESIGN CAL CULA 77ONS [),-.Sign pg-rrnZatinn rt7te T = 27 minut9s per 1�7ch Maximum daily Flow = 0max Qccrwash = 12 ccrs1day x 50 _qc11om/corwcs17 x 150 Z = 900 gpd Owashing machines = J washing mac,7ines x 5.7 gallons/wash x 20 woshes/mashinelddy x 150Z 51J gpo' 01cvator/es = 2 lavatories x 8.4 ga11o,7s1hcndwcsh x 10 hcndwcshesldcy x 150Z = 48 gpd 0shower = I shower x 14.7 _qcllonsls,?ower x 10 showersIday x 150Z = 220 god Ototal = 19JJ gpd S F-PTIC TANK V = Qmcx124hrs x JO hrs V = 2416 gallons Use 2500 gallon, two comportment pleccst concrete tank by Copland Concrete or equivalent ASSORPTION ARE -A A = Om cx15 x VT A = 19JJ15 x-V 27 = 2009 s. f Based on Applica tio Rc te: A = 1 9JJqp dA0. 6 gp d/s. f A = J222 s. f Standard Infiltrator Chamber System i7 G trench configuration with an allowed 50 percent reduction in the absorptlon area Is re�ommended. Acorrected = 1611 s-f Surface area of one Infiltrator Chamb(,r = 15.5 s.f Use 104 Infiltrator Chambers /�7 trencles, as shown on the plan. 13-L-M, NO 1. Bends in the building sewer shall be limit,?d to 45 degrees. 2. The septic tank shall be installed level. R-,e tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection ard cleaning. J. Excavate three (J) feet wide trenches. Th,? horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chomb6rs in the trenches according to the manufacturers recommendations. 6. Backfill the sidewaH area with native on-s,*te soil for proper support. 7 Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All instollctions shall meet the rules and tegulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. FOUND PIN & CAP L.S, 20695 DETAIL A A Az_X N. TS. 1q, INFILTRATOR CHAMBER Im 0 CL 16-- Q) L4_ L LQ Qz) C) C) FILE COPY 00 0 (N 00 00 U� X 0 00 00 0 NO 0) 00 flu X N 0 CY) 0 INV /0 29-52 ONA�- DRAWN 8 Y- L. P. CHEcKED B Y. L.P. PRojEcr NO.., 2010J DA 7F.- 10-02-2000 DRA WNG NO.: 2010,3SDCARBARN.DWG SHEET 1 OF 1 A/ D, 4, /