The URL can be used to link to this page

Home My WebLink About07080212 SewerCITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT -C?oirx:. PARCEL ID #: ZWWO48 _OT & SUBDIVISION: 48 W ESTWOOD ESTATES 4DDRESS OF CONSTRUCTION: 13977 INGLENOOK LN CARMEL, IN 46032 DAYMENT RECEIVED FROM: Vame: JUSTUS HOMES, INC CHECK M 30587 EXCAVATOR INFORMATION: Vame: ALL STAR EXCAVATING Dh. #: (317)223-4818 Fax M Email: Street Address: CICERO, IN Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERAVATER PERMIT Special Notes/Conditions: Permit #: 07080213 Date: 08129/2007 LOT 48 WESTWOOD ESTATES. WATER CONNECTION PERMIT. ISSUES W/PLANNING & CODE ENFORCEMENT, BUT RELEASED FOR REVIEW BY INSPECTORS & SUBSEQUENT ISSUANCE PER KEVIN BRENNAN ON 8/22107. ' NO NOTES' The building S. Sewer Shall be pve sewer pipe mccdng ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008J and .2 of the international Residential Code. All building sewers shall be 6' diameter. All installation- -hall be "open trench" inspected and app oved by the Carmel Sewer Department before any back611ing is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 571-2645 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he cut. a senarate street cut nermir shall he obtained. 1PPLICANT NAME: THOMAS L. RAYMOND )AYMENT RECEIVED BY: :EES: ;1,396.00 CITY OF CARMEL 1 0? 1 PERMIT RECEIPT OPERATOR: twecaino COPY 4 : 1 Sec:21 Twp:18 Rng:03 Sub:WWO 31k:1 Lo*_:48 PARCEL ID ........: ZWW048 DATE ISSUED.......: 08/29/2007 RECEIPT #......... : 26141 REFERENCE ID # ..-: 07080213 SITE ADDRESS .....: 13977 INGLENOOK LN SUBDIVISION ......: WESTWOOD ESTATES CITY CARMEL IMPACT AREA ...... OWNER .... ........ : JUSTUS HOMES, INC. ADDRESS ..........: 1398 N. SHADELAND AVENUE CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46219 RECEIVED FROM ....: JUSTUS HOMES, INC CONTRACTOR .......: LTC # XALLSTAR COMPANY ..........: ALL STAR EXCAVATING ADDRESS ..........: CITY/STATE/ZIP ...: CICERO, IN TELEPHONE ........: (317) 223-4818 E ID UNIT QUANTTTV AMOUNT PD-TO-DT ----- THIS REC -- NEW BAL ------- ------ ------------- ---------- ATCONN FLAT RATE 1.00 ---------- ----- 1310.00 0.00 1310.00 0.00 ERTAP FLAT RATE 1.00 86.00 0.00 -- --- 86.00 ---------- - 0.00 --------- L PERMIT ---------- ---- - 1396.00 0.00 1396.00 0.00 :)D OF PAYMENT AMOUNT NUMBER -------------- ------------- -- -- 86.00 ---- 30587 1310.00 30488 RECEIPT 1396.00 r ?®? Regional !Waste District 12 a ¢ . Residential SANITARY SEWER PERMIT 00061 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 48 Lift Station 04 Springmill Ridge Station. Treatment Plant MIX Subdivision Westwood Estates Section Number Builder Justus Homes Address Number 13977 Street Inglenook Ln City Carmel ,Zip Code 46032 County Hamilton Parcel, Acreage Plan Review and Inspection Employees Application Fee $100.00 Square Footage EDU Fee $1_,650.00 EDU 310 Interceptor Fee. Invoice Number Fees Due $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reveise) and any conditions noted below. All installations shall be. inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other.sources of ground or stormwater,'shall be permitted to.enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by the,District are MANDATORY and shall be arranged by contacting the District s office at 844-9200 24 hours in advance. All new construction, will be placed on billing six months after connection has been made or when water is connected, whichever comes first. Up WWE-205 WwE-204 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 906.67 ft 907.69 ft Grit Interceptor No Crawl Space No First Floor Elevation 909.808 909.80 ft. Grinder Station. No Basement Yes Basement Elevation .899.60 ft 899.80 ft Calculation is based on both Manhole Lid Elevations and the elevation of the. First'Floor 3,13 2.11 Per Ordinance.9-13-99 and the elevations provided, the. substructure shall be plumbed by: xPlumbed with Grinder Pump Installed 1 The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. Manholes shall remain accessible al all limes.:Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No Two sets of plans showing at least one,sanilary manhole and top of casting elevation No Connection No NO CONNECTION to the sewer until further notification. Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. Inspection Notice No 48 hours notice before work starts on manhole core drilling or cuts of active lines Fees Paid No All District fees will be paid. in full. Plan Review No Approval pending Districts review of plans. Other Permits No Copies of approved permits from aPProPriate-county or city a9en`s \NOIAiNA•ti?aloy No Occupancy No No occupancy Until further notification o . c> z Fats, Oils & Grease - No Fats, Oils and Grease Facilities will abide by District standardsn Manhole Core to ._. By signing below, I attest that I am familiar with the District'ssS . c?.aops aanndagree to accept responsibility for all work done under this permit. Phone Number Builder/ Owner Signature gr et r-/7 .t Printed Name /,f uf,yis L • ??i+w?w/? App ed Permit Date 7/2512007 Candy ? relL eLJ7. mrn?s7 . _ erSew+ce wised 4126107 Permit.is valid for ONE-YEAR rom [he date issued.. Permit valid only with.CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses,.buitdings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300.feet for Hamilton bounty or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless, otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The,existing sewer line'from the building to the septic tank may only be used.if it is located under a building addition, patio, porch or paved driveway. Air testis required to show if acceptable for re-use. The.property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to,determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the,time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation, and'maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRO 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO femco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NOMORE THAN 100 FEET APART. 7. Bedding Use Number 8 crushed stone or Number 8 fractured face aggregate. Number 8 stone,backfill material is to be placed from 6 inches below to 12 inches above the pipe.-The trench should be a minimum of 18 inches wide (siz inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20, feet from water wells unless PVC pressure grade pipe is used meeting SDR.21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a'transition is made between SDR 35 pipe and pressure-grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3'feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outsideihree feet of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m,.to 4:30,p.m. Monday through Friday: All District standards can be located on our web site at http://www.ctrvid.org/. Clay Township Regional Waste District 10701 College Avenue - Suite A Indianapolis', Indiana 46280 12. Septic effluent shall not.be pumped out into the sanitary-sewer system. _ _ _? . , - - - - - - 13. The District shall inspect ALL laterals. Please call the District office at844.9200 24 hours prior to time of 14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is.to be placed on top of the lateral. The District inspectorwill verifyptacerrient of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS" I-800-382-5544, 48 hours prior to digging. Revised' 311/07 " f `L CONSULTING ENGINEERS L A N 0 S U R V E Y 0 R S 7965 East 106th Street- Dshem. IN 46038 (317) 849-5935 • 1-800-728-6917 • FAN: (317) 849-5942 COMMON AREA "B" DETENTION POND 2 IN. P. = 899.00 IRREG. D.E.&L.S.E• 1010 YEAR ELEV.= 903.37 / 77.71' 10' O.E. ?WINDOW WELL j&!se 5J99,X M ?F(eoFLEV, 9anee90e? ,- ? 6a?s? Ti1if .t O O O N f, x.68 7.33 SUMP PIT, 8.33 6' UD PORCH 11 GAR. 908.53 1694 E 07.3 P07.3 W? MH Da L T.C.= 907.69 / AS BUILT 1 O 7687p 17.0• ?I w 15.5 O P O I n I I 1?I I ( N O O O JOB D WWESI CONIRQ. 1 506 (PIN) THE FOOTINGS FOR THIS HOUSE SHOULD BE PINNED SINCE THERE IS LITTLE OR NO TOLD ON THE REARYARD AND SIDE YARD REWIRE CALL US WHEN FOOTING IS IN SO WE CAN SCHEDULE PINNING. 13977 INGLENOOK LANI 1' = 20' LOT AREA: 9,884 Sq. LEGEND: E 99.99 EXISTING GRADE (BEFORE P 99.99 PROPO SED GRADE (AFTER 06,7 SUB-SURFA 067 SANITARY S STORM SEW! WATER-MAIN - W 3/4" WATEF e . SWALE V • SF -SILT FENCE J M N 0 ® SEWER MANN T.C.= 906.67 ? I STORM MANN AS BUILT ? J T), E 06.5 P 06.5 ® CURB INLET FIRE HYORAN D.&U.E. DRAINAGE & LE. LANDSCAPING S.LE. SIGN LANDSC 25.00 I08.305:3-?5P / y, O N /0' U.D.E&S.?1 . 15.9 8' 5,SW 3 3 INGLENOOK LANE W W W IN --J- w 5'SW TYPICAL SWALE DETAIL Nor TO F SCALE 0 Justus Homes. Inc. 1398 N. SNeBelana Avenue I.n9Tarwpde, IDEiI 46219 PR (317) 353-83111 Fox: (317) 352-1570 LOT 48 WESTWOOD ESTATES SECTION 1 INST. #2 00 30 01 2 422 2 P.C. #3 SLIDE #313 CERTIFICATE OF CORRECTION INST. #200400013952 CERTIFICATE OF CORRECTION INST. #200400084412 5' MINIMUM SIDE YARD 10' MINIMUM AGGREGATE 20' MINIMUM REAR YARD P 06.15 ALL UNDERGROUND SEWERS ANC SHOWN AREIPLOTTED BY SCALE "RECORD DRAWINGS" FURNISHED BENCHMARK TOP OF CASTING = NOTE: T JS ORAWNG 15 NOT INTCNDEO TO BE REPRESENTED AS A RETRACENENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. G.; P?G15TEgFC No. ,8004034 STATE OF %4<-9 O'A'DIANP; suRVE 1ST REV N 07/ia/Dm m/Ia11n 'HOLEY MOLEY "DON'T DIG 81 ?.iALL TWO WORKING GAYS IT'S THE LA 1-800-382-!