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HomeMy WebLinkAbout140 Sam Grange Ct - 239122204002 - 1228-93ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 2 2 v Please call for final inspection before covering any portion of installed system. APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# ISDS Permit #_ / ©t L_ Building Permit # 7 APPLICCATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 ************************************************************************** PROPERTY OWNER: f+ MAILING ADDRESS: -dL )c 9-7 6 - �[C / � 9:-14^2- / PHONE: 3 APPLICANT/CONTACT PERSON: �rc����o%/hG61 PHONE: LICENSED SYSTEMS CONTRACTOR: x- S ho ADDRESS: Auy D A5a// PHONE: PERMIT APPLICATION IS FOR: O NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:/7P% s4,r,rtasr��- Parcel Number: Number• Z Lot size:—/�c��e_ Physical Address: 1y &4 A h l/,•ecd 71 s,,,,,,,z n BUILDING TYPE: (Check ()} Residential / ( ) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number Multi -Family* Number Industrial* Type_ of Bedrooms -3 of Bedrooms Well( ) Spring ( ) Surface ( ) Public (K) Name of Supplier:p, r.b.,•,Lj�,.,. *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: �c9c*�c�c4e9c�F�t*�c*•ie�t**�r�e�r*�c�c�k�c�t*�c9ric**�c�c�c�c*�r�t�F�t�c�c�r�c�r�t�c**�c�tic�F�c4c*�F�r�Y*�c*�F�c�c�F*�F�t�c*�c�c�F�c AMOUNT PAID: j //��• J �V�� RECEIPT# ! DATE: _ CHECK # CASHIER: Qoo k -•- 0 5-S Z - e.j e...- - 017 3 «sue 003 APR � ef W3 EAGLE COUN (Y COMMUNITY DEVELOPMENT COMMUNID DEVELORMENT E`EPART,MENT 30- 3'_S-S730 EAGLE COUNTY, COLORADO September 16, 1993 Greg Hoffman P..O. Box 876 Basalt, CO 81621 =00 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 32S.7207 RE: Final of ISDS Permit No.1228-93 Parcel #2391-222-04-002 Property located at:0140 Sam Grange court, Basalt This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Tania M. Busch -Weak Environmental Health Specialist ENCL: Information Brochure .Final ISDS Permit COMMUNITY � VELOPMENT DEPARTMENT ,303i 3=S-8730 EAGLE COUNTY, COLORADO DATE: ) R - q - Dear I.S.D.S. Applicant: Your application for an (ISDS) Permit for has been received. ;00 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 325-7207 dual Sewage Disposal System Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee Payment of $200.00 Percolation Test Fee Site Plan 14 Licensed System Contractor (See attached list) Engineer Design Other: If you have any questions please call, 328-8755. When calling or submitting information please reference your ISDS application #4a � a _ Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 C:WP51\DOGS\ISDS\COMPLT.LET BH1192 h RECEIVED JUL 29'W3 EAGLE coulvTY COMMUNITY DEVELOPMENT July 28, 1993 Tanya Bush Eagle County Environmental Health Department P. O. Box 179 Eagle, CO 81631 RE: 0140 Sam Grange Ct., Hoffman Residence, ISDS HCE File # 93004.01 Dear Tanya: On July 15, 1993, HCE personnel observed the visible constructionof the individual sewage disposal system located at 0140 Sam Grange Court, in Eagle County, Colorado. The top of the septic tank which was of precast concrete, was visible.. The absorption field was constructed, but not covered with soil, and the tops of the infiltrator units were visible. As you know, the initial design was an Infiltrator bed based on a percolation rate of 40 minutes per inch. However, Eagle County Regulations require a trench configuration if the percolation rate is over 30 minutes/inch. So the design was revised and resubmitted. Unfortunately, contractor used the initial design plans and built a bed system. Neither you, nor Ray Merry were available at that time, so we began to review our original percolation test and design information'. It was noted that we had conservatively based our design on the worst percolation test and not the average of the three tests. The average of the tests yields a percolation rate less than 30 minutes per inch. Thus, using that criteria, the bed configuration would be allowable. Also note that since the absorption area was sized based on 40 minutes/inch, there were significantly more Infiltrator units installed than required, based on 30 minutes/inch or even based on 40 minutes/inch with the trench configuration. 923 Cooper Avenue Glenwood, Springs, CO 81601 Telephone:303-945-8676 FAX:303-945-2555 COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 August 17, 1993 Certified Mail #P794728263 Frank Bishop 20526 Hwy 82 Basalt, CO 81621 RE: 0140 Sam Grange Ct., Hoffman Residence, Tax parcel #2391- 222-04-002 It has come to my attention,.that you have installed an individual sewage disposal system (ISDS) on the above referenced property. This particular ISDS has not yet been permitted for construction. 4.03.29, Eagle County Land Use Regulations states: "Any person who commits any of the following acts or violates any of the provisions of this article commits a Class I Petty Offense and defined in Section 18-1-107, C.R.S. 1973 as amended: 1. Constructs, alters, installs, or permits the use of any individual sewage disposal system without first having applied for and received a permit as provided in these Regulations. 2. Constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application or permit. 4. Conducts a business as a Systems Contractor without having obtained the license provided for in these regulations..." Neglecting the above three points, resulted in installation of an inadequately designed system. Therefor, this ISDS will not be finaled by this division, and will be considered a non -conforming system. Consider this your only warning. Any further violations will be turned over to the attorney's office for civil and/or criminal proceedings. k v I will expect your response within the next 10 working days. Your silence will be taken as non-compliance. If you have any questions, feel free to call me at 328-8755. Sincerely, UJi �1 Tania M. Busch -Weak Environmental Health Specialist cc: Keith Montag, Community Development Director Ray Merry, Environmental Health Director Judy Knight, Deputy County Attorney Greg Hoffman, owner Tim Beck, High Country Engineering Installer's file 1228-93, Parcel #2391-222-04-002, ,E .-� 0140 Sam Grange Court, Hoffman JOB NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED kA±Q' 23 �I laQ - Cam �n e-Lno-z-,--wd her ; Q d Y-0 Wbrccd �- 1 Z - O JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL -rr,-r'aL LAE--- -- -- - -- o j N �L1Ct y� VSURAI j 3 `lce,vp1��D SALES ' (� ISC. Co t CJ C Z /140-Lo LA"+Z aA07 WZ 6 Ox lqa 1 000 ,o TOTAL JOB COST GROSS PROFIT wl �j/1 / ✓z'I' J LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®e NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS, 01471 JOB FOLDER T Printed in U.S.A. �6 2iti r-- REMOVABLE CAP COU��C GR AN G� S AM CUT HOLE IN TO( OF INFILTRATOR UNI_ FOR SOLID PIPE INSTALLATION OF I INSPECTION WELL PIPE CII LING )RATED PIPE INSPECTION WELL DETAIL - N. T.S. GRAPHIC SCALE 0 1 20 40 ( IN FEET ) 1 inch - 20 & LEGEND - -- BUILDING ENVELOPE EQUESTRIAN . EASEMENT POWER AND UTILITY EASEMENT GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE —MENTIONED REGULATIONS. 2. FLOW: 3 BEDROOMS •2 PERSONS/BEDROOM *75 GALLONS/PERSON/DAY IS 450 GPD - AVERAGE DAILY FLOW. DESIGN/MAXIMUM FLOW - 1.5« AVERAGE = 675 GPD SEPTIC TANK: MINIMUM TANK SIZE ACCORDING TO CDOH REGULATIONS IS 1,000 GALLONS. *FIELD SIZE: PER CDOH EQUATIONS: A = QVt Q = MAXIMUM FLOW 5 t = PERCOLATION RATE = 40 A = 675440 — 854 SO. FT PER CDOH MINIMUM REQUIREMENTS FOR USE OF "INFILTRATOR" SYSTEMS AREA REDUCTION =( 0. 5) • A AREA REQUIRED = 0.5 • 854 = 3 7. SQ. FT.. 1 18.75 SQ. FT. PER UNIT = UNITS •�.T 1��1 ��/�VC/l/ TRENCH CROSS SECTION N.T.S. TYP. 2ATOR UNIT 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER UP TO SEPTIC TANK. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA USING DRAINAGE SWALES AS NECESSARY. 9. PERCOLATION RATE BASED ON TEST PERFORMED BY HIGH COUNTRY ENGINEERING, INC. ON APR I L 09, 1993. - 10. THE SOIL PROFILE IN THE PERCOLATION TEST AREA WAS AS FOLLOWS: 0-3 FEET: TOPSOIL MIXED WITH CLAY 3-4 FEET: FINE TAN SILT AND PEBBLES 4-8 FEET: FINE WHITE SILT AND COBBLES 11. SITE PLAN BASED ON "SITE PLAN FOR LOT 2, THE SUMMIT, ASPEN MOUNTAIN VIEW,. FILING NO. 3", PREPARED BY JOHNSON, KUNKEL AND ASSOCIATES. INC., JOB NO. 91088, DATED 1 /03/92.�= f/ I' zw 1 5/6/93 TRENCH DETAIL JF �± NO. DATE I REVISION I BY II GREG HOFFMAN EAGLE COUNTY, COLORADO., INDIVIDUAL SEWAGE DISPOSAL SYSTEM - OM SAM GRANGE COURT THE SUMM T, ASPEN MOUNTAIN VIEW FM COL*M ENGME VA NC. 823 COOPER AVBAE aLagWOOD SpRNM CO SM DES. TPB CK. FILE NO. SHEET 1 01HOFF ( ) 9 5-8679 DR. JF DATE 4\15\93 93W4.01 OF 1 S 87.26'38" E 60.06' S 87'26'38" E 10' WIDE EQUESTRIAN EASEMENT 446.67' 0 5.51' \ \ 5lb4 0 U5' .47 — ��,�FcO�!j n 0140 SAM GRANGE COURT + �O G \ GARAGE ABSORPTION BED ^ h 60 60 F INSPECTION WELL (TYP) fj 96. 0 �SEE DETAILtio F,��° oz GAL. �' 10 ?2 , 40, / J ° SEPTIC TANK O0. s / - m ti � p \ y>. 0 0 �?Cs / 00 \ r*l f r SLOP E 50' �►MITS OF �LD-� \ A = 49.55'00" R=125.00' S S . \ T = 58.18' 9S6. \ L = 108.90' 17O S CB = N 5'15'11E • 9 . F \ 5" �' 9 \ C = 105.49 , 30. \ qs �• VJ F I„�' MFti 1. THERE IS A 10 UTILITY EASEMENT ALONG EACH SIDE OF L (/ A•D Q u T ALL INTERIOR LOT LINES. C CON, .b/w. 4" - GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS \ COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, PRESENT. REMOVABLE CAP EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON - c CO v SUCHHSPECIFIC GS. THE DETAILS ASNARECTOR REFERREDLTOE I NE THENSIBLE FOR ABOVE -MENTIONED 4 VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. z= AA GR AlvGE REGULATIONS. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 - _ S Aivt FEET ALONG THE HOUSE SEWER UP TO SEPTIC TANK. I �- 2 450WGPD3=BADVERAGE DAILYRFLLOW�EDROOM «75 GALLONS/PERSON/DAY IS 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO /�\r(\/.` CUT HOLE IN TOPOF DESIGN/MAXIMUM FLOW = 1. 5« AVERAGE = 675 GPD WITHIN 1/2-FOOT OF FINAL GRADE. - INFILTRATOR UNIT OR _ SOLID PIPE INSTALi_ ATIONOF - _ -INSPECTION wELLIIPE SEPTIC TANK: MINIMUM TANK SIZE ACCORDING TO 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG CDOH REGULATIONS IS 1,000 GALLONS. AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. CouPurvG ' «FIELD SIZE: PER CDOH EQUATIONS: 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA A = Qvt Q = MAXIMUM FLOW USING DRAINAGE SWALES AS NECESSARY. ° PERFORATED PIPE 5 t = PERCOLATION RATE = 40 9. PERCOLATION RATE BASED ON TEST PERFORMED BY HIGH COUNTRY ENGINEERING, INC. A = 675440 = 854 SQ. FT ON APRIL 09, 1993. I fj MN GRAPHIC SCALE 0 10 — m 40 • (atFIXT) 1 inch - 20 & O 5 - 10. THE SOIL PROFILE .IN THE PERCOLATION TEST AREA WAS AS FOLLOWS: 0-3 FEET: TOPSOIL MIXED WITH CLAY I PER CDOH MINIMUM REQUIREMENTS FOR USE OF "INFILTRATOR" SYSTEMS 3-4 FEET: FINE TAN SILT AND PEBBLES AREA REDUCTION = (0.5) « A 4-8 FEET: FINE WHITE SILT AND COBBLES. AREA REQUIRED = 0.6 « 854 = 512 SQ.FT. 11. SITE PLAN BASED ON "SITE PLAN FOR LOT 2, THE SUMMIT, ASPEN MOUNTAIN VIEW, INSPECTION WELL DETAIL @ 18.75 SQ. FT. PER UNIT = 28 UNITS FILING NO. 3" , PREPARED BY JOHNSON, KUNKEL AND ASSOCIATES, INC., JOB NO. N.T.S. 91088, DATED 1/03/92. 0 NTJRAL BACKFILL LEGEND — — — — — — — — BUILDING ENVELOPE 11 EQUESTRIAN EASEMENT POWER AND UTILITY EASEMENT N �� �� X� NATURAL GROUND j 0. BED CROSS SECTION N.T.S. RECORD DRAWING 12" MIN. COVER / \\x 1 8/10/93 RECORD DRAWING TPB NO. DATE REVISION BY GREG H OFFM AN EAGLE COUNTY, COLORADO. INDIVIDUAL SEWAGE C1 POSAL SYSTEM INFLTRATOR UNIT (TYP.) 0140 SAM GRANGE COUFIT THE SUMMIT, ASPEN MOUNTAIN VFW � COMM Enw��sr�,c� inc. 923 OOOPM AV8aE a NWOOD OWM pp gW DES. TPB CK. FILE NO. SHEET 1 01HOFF1 (30E3) 945-SM DR. JF DATE 4\15\93 93W4.01 OF 1.-