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Home My WebLink About08010118 Sewer/Water Permit/s007116 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Final Lakeside Park 5 23 126th Street Station ---- - -MIX Drees Homes 317-347-7300 Lot Number Address Number Address 2 Street City Zip Code County 13912 E Twin Lakes Local Sewer Charge Plan Review and Inspection Application Fee $100.00 Parcel Acreage EDU Fee $1,650.00 EDU in Gallons 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 reverse) 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH LP-543 LP-542 Grease Trap No Slab Foundation No Lid Elevation 917.02 ft 914-19 ft Grit Interceptor No Crawl Space No First Floor Elevation 917.30 ft 917.30 ft Grinder Station No Basement Yes Basement Elevation 907.30 It 907.30 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 018 3.11 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now permitted. 0.0 O, CTRWD ? P By signing below, i attest that I am familiar with the istricts specifications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signatur Phone Number "'° I Printed Name m LC Approved Permit Date 1!2912008 Candy J. Feltner, Director o1 Administration omen Service Revised V2108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County 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 test is 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 SRD 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 fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE 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 (six 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 outside three 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.ctrwd.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 at 844.9200 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 inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 10!09107 LAKESIDE SARK M PLOT PLAN INST.#2007 -060588 11 LOT #168 - SECTION 5 PREPARED FOR CITY OF CARMEL, INDIANA DREES HOMES s HOUSE TYPE: OPTIONS: LOT SIZE: 12,150 SQ-FT, CONC. DRIVEWAY: 1,214± SQ-FT. PUBLIC WALK: 390± SQ-FT. ?R!'v'ATE WALK: 227± SQ.FT. LANGDON - "N" - FULL BASEMENT 24'02' CONCRETE REAR PATIO - 3-CAR SIDELOAD GARAGE BRICK {SIDES/REAR) SEEDING: 4,639± SQ.FT. SOD: 420± SQ.YD. . No. ?k ;LS20300026 STATE OF t= 0 a• 0.? GRADE FLOW.JNEf AS PER PLANS TYPICAL S1L,E SECTION } i t } fR[INT DETAIL OF TYPICAL STORM WATER FLOW PATTEkN FOR INDIVIDUAL LOTS NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE(S) LPJ543 T.C. - 917-02',[A 912.7 I ?J?- U I ! ?,476.? 915.5 LOT x#168 PROP. I o z ? 12,150 S_F. m DRIVE ° 0.28 ACt y° m 9`8.8 91 5.0 00' 26 p1 5 5. . r n {7 m PROP. 0 7? :u C) p rn I GARAGE 77 ° 0 N SAN_ P I L O 7 625' > POSED ' CD DENCE 0.25 917.3' F 2.1 L. =907.3' 13 ]y 47.8.3' I 34.17' 9+B U ? R? . 7 ? 91±.8 ? 019 15.3 9tE.a m 1 35. 0 T.C. 000.0 - PROPOSED GRADE 000.0 -- EXISTING GRADE NOTE: DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STD. THE LOCATIONS, ,7:MENSIONS, AND WIDTH ALONG THE PROP05ED PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED- VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE ®UILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEV'ATIO'NS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT P-'-4N IS FOR SECURING BUILIING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHFR PURPOSE. LAND SURVEYWG & LAND DEVELOPMFVT CONSULTNG y ?? ?? ! V !r! ! i 8055 V INDHAVI LAKE DRIVE I rF?'' f FNDIANAPOLIS, IN13IANA46214 r J y ; ? PHONE: (317)-240-1240 NTiN'G YOU TN THE EIGHT DIREC770N' FAX: f3"7)-290-1293 DRWN. SW JOB#: Os-o20 DATE: REV.: ZONED, ZONING: SPECIAL SIDE FL's SCALE: I" = F.F.E. F. SE: 917.3' F.F_E. GAR_ 916.4' F.F.E. IBSM'T: 907.3' CITY OF CARMEL Item 1 0f 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:20 Twp:18 Rnc:3 Sub:LSP 31k:3 Lot:168 PARCEL ID ........: 1709200017023000 DATE ISSUED.......: 01/29/2008 RECEIPT #.........: 27300 REFERENCE ID # ...: 08010117 SITE ADDRESS .....: 13912 TWIN LAKES CIR E SUBDIVISION ......: LAKESIDE PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER ............: RAYMOND H ROEHLING ADDRESS ..........: 11722 ERAD:ORD PLACE CITY/STATE/ZIP ...: CARMEL, --N 46033 RECEIVED FROM ....: DREES PREMIER HOMES CONTRACTOR .......: LIC #; XJDHCON COMPANY ..........: JDH CONTRACTING ADDRESS ..........: 8109 NETWORK DR_ CITY/STATE/ZIP ...: PLAINFIELD, IN 45158 TELEPHONE ........: (317) 839-0520 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---------- ------------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1.00 1310.00 0.00 UWATERTAP FLAT RATE 1.00 85.00 0.00 ---------- ---------- TOTAL PERMIT 1395.00 0.00 ME'T'HOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 00144604 TOTAL RECEIPT : _-_-_1396 00 THIS REC NEW BAL ---------- ---------- 1310.00 0,00 86.00 0,00 ---------- ---------- 1396.00 0.00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 08010117 WATER / SEWER PERMIT / RECEIPT Date: 01/29/2008 PARCEL ID #: 1709200017025000 LOT & SUBDIVISION: 168 LAKESIDE PARK ADDRESS OF CONSTRUCTION: 13912 TWIN LAKES CIR E WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES PREMIER HOMES CHECK #: 00144604 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR -, SEWERIWATER PERMIT NoteslConditions: LOT 168 TWIN LAKES CIRCLE EAST, WATER PERMIT " NO NOTES " The building & Sewer Shall be pvc sewer pipe meeting ASTIv4 specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTNI specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with AS I'M 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall he in strict compliance %yitb pertinent City of'Carmel ordinances. Back Water check valves shall be installed in accordance with C=ity Code Section 9- 122(a), and sections P30081 and .7 of the luternatiunal Residential Code. All building sewzrs shall be 6" diameter- All installations shall he "open trench" inspected and approved by the Carmel Sewer Department before any backtilling is done. Non- compliance may result in digging up the sewer installation andior denial of Future sewer permits and!or denial ofwater connections. No footing or foundation drains or other sources of ground water or storm crater shall be permitted to enter the public sewer. Sewer inspections should be requested at (3 17) 57 1-2648 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. Ifany street must he ow. :t ienarate Greet ciit nerrnit ;hall he obtained, APPLICANT NAME: LORI A BIRDSONG HENLINE c PAYMENT RECEIVED BY: Pcy - y n FEES: $1,396.00