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HomeMy WebLinkAbout401 Tree Farm Dr - 246502217002INDIVIDUAL 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. 1946-99 BP NO. 12920 OWNER: ACE LANE PHONE: 970-963-0744 MAILING ADDRESS: 19351 HWY 82, CARBONDALE, CO 81623 APPLICANT: JOSEPH MAISON PHONE: 970-963-4181 SYSTEM LOCATION: 19351 HWY 82, CARBONDALE , CO TAX PARCEL NO. 2465-022-00-002 LICENSED INSTALLER: EARTHWORKS CONSTRUCTION, SEAN MELLO LICENSE NO. 3-99 PHONE: 970-963-2296 DESIGN ENGINEER: JEROME GAMBA & ASSOCIATES, ROBERT PENNINGTON PHONE NO. 970-945-2550 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A COMMERCIAL WOODWORKING SHOP 1000 GALLON SEPTIC TANK 315 SQUARE FEET OF VIA 16 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 11/17/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACKFILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCU- PANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM IS APPROVED. ENVIRONMENTAL HEALTH APPROVAL: 39 1 DATE: DECEMBER 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, 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: 315 SQUARE FEET (VIA 16 INFILTRATOR UNITS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 100Q GALLONS IS LOCATED DEGREES AND 5 FEET 3 INCHES FROM THE DESIGN LOCATION OF THE DISTRIBUTION BOX, COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 2/28/00. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. % % a ENVIRONMENTAL HEALTH APPROVAL X 6 'A4 DATE: FEBRUARY 29, 2000 Inuomplete'Applications Will NOT Be Accepted (Site Flan MUST be attached) ISDS Permit no ✓ l Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE_- EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE.$200.00 * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: PHONE:963 oT V APPLICANT/CONTACT PERSON. PHONE: LICENSED SYSTEMS CONTRACTOR: Y I .lol (x/OVI A (-;P,5.r PHONE: � 7c, L2�� COMPANY/DBA: ADDRESS:. PERMIT APPLICATION IS FOR: {fj NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: n �/ /`/ �`��P Legal Description: Tw S! �� l 4r)�- Tax Parcel Number: �7�� ��oX' OD d� v2 01 Lot Size:. 9 �Q Physical Address: �GI ,Z) BUILDING TYPE:. (Check applicable category) ( ) Residential/Single Family Number of Bedrooms (.) Residential/Multi-Family* Number of Bedrooms j Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) v} Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional- Engineer SIGNATURE:`- Date: Zi 3 ZZT AMOUNT PAID: t�(I RECEIPT #: ������ DATE: 12L :91 CHECK #: 10 CASHIER: Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com February 29, 2000 Ace Lane and Josef Maison 19351 Hwy 82 Carbondale, CO 81623 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1946-99, Tax Parcel #2465-022-00-002. Property location: 19351 Hwy 82, Carbondale, CO. Dear Mr. Lane & Mr. Maison: 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 JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 113 9TH STREET, SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 PHONE: (970) 945-2550 FAX: (970) 945-1410 February 24, 2000 Heather Savalox Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Re: Final Inspection Letter for Josef Maison, I.S.D.S. Permit No. 1946-99 Dear Heather: On February 18, 2000 Jerome Gamba & Associates, Inc performed a final inspection of the Josef Maison wood working shop ISDS. A further inspection was performed on February 24, 2000 after final grading to inspect the manhole over the Distribution Box. The system as observed by Jerome Gamba & Associates, Inc., was found to be in substantial conformance to the plans and specifications signed and dated November 17, 1999, except for the following component location and surface grading. The 1000 gallon concrete septic tank is placed 5.25 feet from the designed location of the distribution box. The top of the leaching area is sloped away from the covered boat storage structure to divert flow away from the leaching area. If you have any questions or comments, please call me. Sincerely, JEROME GAMBA & ASSOCIATES, INC. Chris Strouse Robert W. Pennington, P.E. 323 Josef Maison Final Inspection Letter Page 1 of 1 G:\99864-WI N DRIVER\FI N_LETTER. DOC PERCOLATION TEST RESULTS FORM HOLE No. DEPTH OF TEST HOLE TIME THE INTERVAL MEASURE MENT DROP in WATER LEVEL PERCOLATION RATE REMARKS (in) (min.) (min) (inches) (inches) (min/in) #I 56 10:41 10:42 0:01 17 1/4 11:00 0:17 18 0.750 23 11:10 0:10 18 3/8 0.375 27 11:37 0:27 19 1/4 0.875 31 12:00 0:23 20 0.750 31 12:30 0:30 21 1.000 30 #2 51 10:46 10:47 0:01 16 5/8 11:02 0:15 17 1/8 0.500 30 11:11 0:09 17 1/2 0.375 24 11:38 0:27 18 3/8 0.875 31 12:01 0:23 19 1/8 0.750 31 12:31 0:30 20 0.875 34 #3 52 10:54 10:56 0:01 18 3/4 11:03 0:07 19 1/4 0.500 14 0.500 18 11:12 0:09 19 3/4 11:39 0:27 21 3/8 1.625 17 12:02 0:23 23 1/4 1.875 12 12:03 0:01 17 3/4 REFILL 12:32 0:29 19 1/4 1.500 19 12:43 0:11 19 3/4 0.500 22 Page 1 1946-99 Tax #2465-022-00-002 Sec 2, T 8, R 87, ACE LANE ✓ +(� V JOB NAME Tract 46, Lots 7&10 MAISON JOB NO. 19351 Hwy 82, E1 Jebel LOCATION U BILL TO DATE STARTED /a LWqq DATE COMPLETED f DATE BILLED 2 10 l 9� tea (,o; ,e �; rl mess ei % L'oL foe-1-1,, , . c. z-epL v � = �R� k o So; S I 1 ✓ a-kl c' d - pa)( ff it-. I q c-1 f- i S s _a v, , LL�G2 (-vim u: E I �{ � �1 (Z � G�- � 6 F+ � '�t � a � Ct a c ; l r t7 U �1 sc . � U U a a��ry JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 Printed in U.SA JOB FOLDER 4" SDR 35 SEWER PIPE - : FROM SEPTIC TANK 2% min. SLOPE __-- s- /,f • ,..�.'`�! y/ { �' .i '. �`-• � .-''✓/-,..._--- __-„_.r-/`!J STANDARD 36" METER PIT SECTIONS W/ LID AT SURFACE. 1 6 HOLE CONCRETE DISTRIBUTION BOX '-', •' _ - ,/' ! !' . - - yr' - ``'\` ``•._ _ --. yr"` _ - - X/Fl yy �'�r .-.-•^•^'— „r"� _ / y J- - _- W/ BAFFLE. BED ON 6" CI. BASE COURSE - - - - - f INSTALL POLYLOK - EQULAIZER AT SUB -BASE COMPACTED TO 95% ,•/� STANDARD PROCTOR DENSITY INLET OF EACH FEEDER PIPE 48 iJ f � 1/ r i r t ! \ ? 1'• • --' 45' PVC ELBOWS T 1 f ry✓ - '1,r� - Il _ - ',. ! - t'i. 1f_ - _ '/ _ '—ems _ rjf 11 _ \.-.._- !/f _ il, � r"`-`'"'- !f /1� _-_._.,.Y.. ..- f - /•'r _ - _ _ - - - yy may, 'may,•.^ l .\t � ! r! - sr"'•y J � - / yy/ _ - - - - - _ - - - 4" SDR 35 SEWER PIPE (2% min.) /'yay `'. ay/ ,/ !/ /// s•'' -�'' STUB PIPE 12" INTO INFILTRATOR UNITS ` !! - !' ty / � y - - - - - - - _• - - - - ! ! J if ✓ ✓ f' '1 ! y STANDARD INFILTRATOR UNITS (16 TOTAL UNITS) y J I r IN t � - i?f f:' ,y' yyy' .. J• � _ __ ______ •' ,' `-`_ �t.1`' (6' min.) iEW 1000 GALLON CONCRETE _.SEPTIC TANK ff INSTALL CLEAN -OUT TO SSWACE '•`./ yy' �' !!'' APPROXr10CATION •' ' \ OF ADDITIPRAL BATHROOM. ' " - ' - jj �- DISTRIBUTION --BOX - ayyy.• `!! i' ` f' ••rf ram'' .f yy/' i,` " 4-.SDR 3�'S�R PIPET / - PLUMBING DETAIL SCALE: 1" - 2' J , CALXJLATION FOR LEACH FIELD SIZE \ t PERGOALTION TEST HOLEg /40// THIS DESIGN IS TO SERVE THE WOOD WORKING SHOP. THE MAXIMUM NUMBER OF EM C TE CONC. DISTRIB1aT10N BOX � EMPLOYEES ANTICIPATED D IS 12 EMPLOYEE'S Q SEE DET ILA O `', ( AVeAGE FLOW IS CALCULATED USING THE EAGLE COUNTY LAND USE REGULATIONS. - - � �' CHP_'SER IV, INDIVIDUAL SEWAGE DISPOSAL SYSTEM -TABLE OF QUANTITIES AND BOD STRNGTH OF SEWAGE (p9• 29). �` ,• ` P'C S �� �'. Numer of Employee's * 15 gallons/person jday ____ _ 12 * 15 = 180 gallons per.. day ✓ Ga DES'IN FLOW IS CALCULATED AS 150% OF THE AVERAGE DAILY FLOW. ` DEIGN FLOW 1.5 x 180 gpd = 270 gpd MINIUM SEPTIC TANK SIZE IS TO ACCOMMODATE 30 hrs. OF DETENTION TIME. INIMUM SEPTIC TANK SIZE = 400 gallons; use 1000 gallon tank. _ �� INFILTARATOR LEACHING TRENCHES REQIRED LEACHING AREA IS CALCULATED THE FOLLOWING USING • ., S E OLLO NG FORMULA, WHERE: < f' 0� (16 TOTAL UNITS) Q DESIGN FLOW 270 gpd ,t t = PERCOLATION RATE = 34 min/in SOIL PROFILE HOLE tt _ Required Area t ` _ \ ► i ' S �? _ l THEFFORE THE REQUIRED AREA = 314.87 s.f. I ACCZDING TO EAGLE COUNTY REGULATIONS A REDUCTION OF UP TO 50% OF THE REQRED LEACH AREA MAY BE ALLOWED FOR A GRAVELLES CHAMBERED UNIT TRENCH DESIJ, IF SOIL CONDITIONS ARE OPTIMAL. FOR THIS DESIGN ` WE WILL USE A 30% ; r'• 205.59' r REDtTION IN LEACH AREA: f, o if 1 THEfFORE THE REQUIRED LEACHING AREA IS �JQ' A= 314.87 x 0..70 = 220.41 s.f. ✓ t f : AN I<JIVALENCY AREA - OF 15.5 s.f. PER INFILTRATOR IS USED TO CALCULATE THE i r \ REQtED NUMBER OF INFILTRATORS UNITS. t f \ 1, of INFILTRATOR UNITS 220.41. / 15.5 = 15 units, use 16 units for uniformity.✓ i - \ - GEN14L NOTES: ` #� '� \ 1. AI MATERIALS SHALL BE INSTALLED ACCORDING TO EAGLE COUNTY REQUIREMENTS itANDCCORDING TO MANUFACTURERS RECOMMENDATIONS, 2. A MINIMUM HORIZONTAL SET BACKS SHALL BE MAINTAINED 3. T SURFACE AREA OF THE LEACH MELD SHALL BE GRADED TO DEFLECT ALL RUNFF AWAY FROM THE LEACH TRENCHES. , Custom Lo Furniture SHEET NO, I.S,D.S. SITE PLAN - & Designs of Colorado A Josef & Nancy Maison j 10 29323 of r td zi SCALE! ' DATE] SHEET JEROME1M6�1 & INC. ASSOCIATES, ' ©.• 1 l� �1 •' �� 1� _ 20 NOVEMBER 16, 1999 1 of 2 CONSUJING ENGNM do LAND SL FiVEI(ORS ! .i ' sONAL••����� DRAWN BYt CHKD BY! APPD BY! PLAN N0, a POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 PROJECT! - - MADE CHKD APPD REV DATE REVISION BY BY BY CWS SITE —PLAN GLENWOOD SPRINGS, COLORADO 81602 970 945-2550 99864 NO. I