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Home My WebLink About08010032 Sewer/Water Permit/s00768 SANITARY SEWER PERMIT INDIVIDUAL LOT ! EXISTING BUILDINGS Permit Type Final Subdivision Long Ridge Estates Section Number 1 Lift Station 14 Austin Oaks Station Treatment Plant CTRWD WWTP Builder Pulte Phone Number 3175752350 Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number Address Number Address 2 Street City Zip Code County 4607 Local Sewer Charge Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $100.0( $1,650.0( $1,750.0( 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 LRE-822 LRE-821 C Grease Trap No Slab Foundation No Lid Elevation 911.62 ft 911.54 ft Grit Interceptor No Crawl Space No First Floor Elevation 914.30 ft 914.30 ft Grinder Station No Basement Yes Basement Elevation 904.50 ft 904.50 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2,68 2.761 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 crR4vo g ? Ric!"M?,l YJAS By signing below, I attest that I am Builder / Owner Signatu Printed Name and agree to accept responsibility for all work done under this permit. Phone Number Permit Date 111112008 Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. ------------ MoniqueC ------------ 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 femco'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 10109/07 Flood Hazard Note: Lot Number 18 lies within Flood Hazard Zone')(" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Pane: #18057C0205F, called February 19, 2003). Note: Tnis drawing is based upon construction plans andlor record drawings prepared by others and is not based upon a field survey. COOR Consulting & Land Services, Corp, does not warrant the correctness or integrity of this information. The contractorlowner should verity existing conditions prior to construction. Any varying field conditions or any discrepancy with the information contained hereon shou'.d be immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result in the contractor/owners assumption of liability oeveloprii Riso, l,onuacior snoul0 reference Archttectura plans for foundation orientation and dimensions. Note: The proposed construction grades, contours, and proposed structure elevations as depicted hereon are based upon information provided upon the approved construction documents prepared for this development- Unless otherwise stated hereon, no nformation pertaining to but not limited to. Fluctuating waver tables elevations, soil types, and conditions within the building areas of this development have been provided and %or referenced on said documents. VVitn the excavat;on of the proposed structure foundations certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soi s or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion. additional construction techniques may be necessay to alleviate future problems. n:oor. MODEL HOME LONGRIDGE ESTATES SECTION ONE PC 3. SLIDE 729 (hIf))'_"?1r?i??L?.S?= J??'? ?? ..-?ll,ll, _?>(_;[r?u0 ?.??Sg INSTRp2005300fi3316 03 WEST MAIN STREET KNIGHTSTOWN. INDIANA LOT # 18 388) 593-2667 (765) 345-5943 FAX4: (765 345-5692 13742 MONIQUE DRIVE iATF' o1ln4lnA JOB 02004-250.018 RFVISI(]NR- WESTFIELD, IN 46074 6 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: v COPY # : 1 Sec:19 Twp:18 Rrg:03 Sub:LRE Blk:l Lot:18 PARCEL ID ........: ZLRE18 DATE ISSUED.......: 01/11/2008 RECEIPT #......... 27169 REFERENCE ID # ...: 08010031 SITE ADDRESS .....: 13742 MONIQUE DR SUBDIVISION ......: LONGRIDGE ESTATES CITY .............: WESTFIELD IMPACT AREA ...... OWNER ............: PULTE HOMES ADDRESS ..........: 11590 N MERIDIAN STREET CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46032 RECEIVED FROM ....: PULTE HOMES CONTRACTOR .......: LIC # COMPANY ........... ADDRESS .. ....... CITY/STATE/ZIP ...: , TELEPHONE ......... FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL -- ---- ---------- ----------- USFWATCONN FLAT RATE -- ---------- 1.00 ---------- 1396.00 ---------- 0.00 ---------- 1396.00 ------- -- -- 0.00 ---------- TOTAL PERMIT ---------- 1396.00 ---------- 0.00 --- 1396.00 0.00 METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT AMOUNT NUMBER ------------ ------------------ 1396.00 0050516621 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT !NU RN? PARCEL ID #: ZLRE18 LOT & SUBDIVISION: 18 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 13742 MONIQUE DR WESTFIELD. IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050516621 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: USEWRWATR : SEWER/WATER PERMIT Notes/Conditions: LOT 18 LONGRIDGE ESTATES, WATER PERMIT NO NOTES Permit #: 08010031 Date: 01/1112008 The building & Sewer Shall be pvc sewer pipe meeting ASTNI 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 are 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 P3008.1 and .2 of the International Residential Code, All building sewers shall be 6" diameter. All installations shall be `open trench" inspected and approved by the Carmel Sewer Department before any backfillinQ is done. Non- compliance may result in digging up the seiner 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) 571-2648 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. If any street must he cut. a senarate street crtt nermir ,hall he ohtained. APPLICANT NAME: JOANNE SHEPHERD PAYMENT RECEIVED BY: FEES: $1,396.00