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Home My WebLink About07110115 Sewer/Water Permit/s CITY OF CARMEL Item 4 of 6 PERMIT RECEIPT OPERATOR: plux COPS 4 1 1 Sec: iwp: Rng: Sub: Blk: Lot: J PARCEL ID ..... ...: 1709360303050000 DATE ISSUED.... ...: 11/21/2007 RECEIPT 4.....• •..: 26841 REFERENCE ID ## ...: 07110099 SITE ADDRESS .. ...: 11742 YALE DR SUBDIVISION ... .... CITY .......... ...: CARMEL IMPACT AREA ... .... OWNER ......... ...: PULTE HOMES ADDRESS ....... ...: 11590 N. MERIDIAN ST CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM . ...: PULTE HOMES CONTRACTOR .... ...: LIC # XA-1SUP COMPANY ....... ...: A-1 SUPERIOR EXCAVATING ADDRESS ....... ...: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ..... ...: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC --------- NEW BAL -- - ---------- US WATCONN ------------- ----- FLAT RATE ----- ---------- ----- 1.00 1310.00 ----- - 0.00 1310.00 0.00 UWATERTAP FLAT RATE i.00 36.00 0.00 - 86.00 - -------- 0.00 ---- TOTAL PERMI T ---------- ----- 1396.00 - ---- 0.00 1396.00 0.00 CITY OF CARMEL / CLAY TOWNSHIP 1 WATER / SEWER PERMIT / RECEIPT vW?vyu PARCEL ID #: 1709360303050000 LOT & SUBDIVISION: ADDRESS OF CONSTRUCTION: 11742 YALE DR CARMEL, IN PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050515522 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. M (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Permit #: 07110099 Date: 1112112007 NOWSA,OnO¢tons: LOT 1004 TOWNHOMES AT GUILFORD, WATER CONNECTION PERMIT 'NO NOTES ` The building & Sewer Shall be live seiner pipe meeting 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 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 or Carmel ordinances. Back Water check valves shall be installed in accordance with Citv 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 backfilling is done. Non- compliance may result in digging up the sewer installation and)or denial of future sewer permits and/or dental of water connections. No footing or foundation drains or other sources of ground water or storm water shall he permitted to enter the public sewer. Sewer inspections should be requested it (317) 571-2648 one to four hours in advance. No inspections or installations will he 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 F-NGINEEWS OFFICE. If any street must he cut. a senarate street cut. nerrnit shall he obtained. APPLICANT NAME: JOANN SHEPHER PAYMENT RECEIVED BY: FEES: $1,396.00 h x . Regional Waste District Residential SANITARY SEWER PERMIT 00710 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision - -- --- Tow nhomes at Guilford -------- - ---------------- Section Number ---- --------------------------- Lift Station ------ 01 Carmel Creek Station --------------------------- Treatment Plant Carmel WWTP Builder -------------- - Pulte ---------------------- Pu -- ---------------------- Phone Number 3175752350 ParcelAcreage -------------------------------- EDU in Gallons 310 Invoice Number Lot Number -------------- 1005 ----- -------- Address Number 11746 Street ------------------ Yale Dr ------------------ City -------------------- Carmel ------------------- Zlp Code ----------------- 46032 ------------------ County Hamilton Local Sewer Charge ---- --- --------------- Plan Review and Inspection Application Fee $100:00 -------------------- ----I---- EDU Fee $1,650.00 --------------------------- Interceptor Fee ---------------------------- - 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 backfiliing 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 gradelevel 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. The building has: USMH THG-406 THG-40s DSMH Grease Trap No Slab Foundation Yes Lid Elevation 847.17 ft 847.8 ft Grit Interceptor No Crawl Space - No First Floor Elevation 848.87 It 848.87 ft Grinder Station No Basement No Basement, Elevation Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor' 1.70 1.07 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable 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 /Q VO LL /; 1 W 1YG By signing belovr, I,attestthat I am familiar with the District's Builder /Owner SiqnatuM;,tj`Lt1 AtL 1/1 l` Printed is and agree to accept responsibility for all work done under this permit. t Li? Phone Number J 75 U xc?lo 6 Permit Date 11120/2007 Revised 7/26107 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 96 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 orpaved.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.owneror 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: SDR21, 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 orElectrofused 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 Distri6e§ 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 8:60a.m. to 4:30 p.m. Monday through. Friday: All District standards can be located on our web site at http:llwww:cirwd.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 10/09/07 The 9ebamr Corpanaw 8701 ODe Avow IOslodc Fort NertWn IaAmepoOe, Indians 462111-1037 817-1320-7100 S • r 317-828-7270 FAA This Plot Plan Prepared For. Pulte Homes Townhomes at Guilford Instrument d 200.ri00080749 SEC 36, T18N, R3E Hamilton Counix Clay Tap. City of Carmel Blade 10 Prepared Date: 06-25-2007 : By. AMA Pulle Homes Finished Floor Elevation Information PAD=847.87 FFE=848.87 Note: Smilary Sewer Top of Costing Information Upstream Manhole, TC=847.73 Downstream Manhole, TC=847.17 per record drawing Lte &II11101"TIAN Note: surn,yinp The drawing is based on constniclion plans or record drawings, taw "p• Archil.ata,. and is not based upon a field survey. The Schneider Corporation curs-Us does not warrant the accuracy or sulficiency of this information. Geslap Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do so results in the contractors 03somp6011 of a0 liablily. BLOCK 10 0 Assumed North Scale : 1" - 30' ? 9 Q N 006 42.5Y 68.17' "06 ' i 5 < 10.5 R d .7 ..' C rR 1005 w n?+ < n 17 68 ?°m ?'d o z 10.5' a . hN gkS' p 0 r ?d =? ° ! "' z6Y 1004 68.17' "067 an r N ? r9 11003 4 ° .17' 42.67 688 10.5' 1t 1 gg gg 01 0 '9 G z r3 I5' L9' ?'1 . __ ? 1002 Plat Plan Legend ® Proposed Grades ODO.D - Existing Grades d t G $? ?ooo.a * ra e Con our Approx Lateral Location - IT- Sanitary Sewer Lines ka -IFT Storm Sewer Lines - v - Water Service Linn - - - - Sub-Surface Drain Lines O Manhole (Sanitary or Storm ® Beehive Inlet (Stone) ® Curb Inlet (Storm) D End Section (storm) Fine Hydrant - Flow Une of scale ? - - Building in'mg Line (BL / 135L) 1,y - - - Easement Line 4??I 'I t' GUILFORD COMMONS DRIVE 8 J4 PRIVATE . N e §+ .m r S I LOT # - ADDRESS 1 eV 1001 - 11730 Yale Drive VbO7.0075913 1002 - 11734 Yale Drive I Vb07.0075914 1003 - 11738 Yale Drive 0075915 Vb07 I . 1004 - 11742 Yale Drive w I Vb07.0075916 a ° 1005 - 11746 Yale Drive - Vb07.0075917 C) ¢ 1 r 1006 - 11750 Yale Drive Vb07.0075918 B ?-B 1 } Z 1.17 40.6 .0 6-9 1 m aa?? _Z IS $ I I 4:1 of Get aI :3 ° '? ai I Ia'E A' T SL 40.6Y If 1001 wAll( I I 1 I TYPICAL SWALE SECTION It?86 TC 1? 4077 FLOOD HAZARD STATEMENT SIR 11) CERTIFICATION PER REC. , ! 1 PER IE DWG. ........... in NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. Atoll wli,R sTD-047.92 PER REC. PER RE DWG. Note: The contractor Is to maintain a minimum &tonce of ten feet (ID) between the sanitary sewer and water line laterals. This drawing is not Intended to be represented as a relracement or original boundary survey, a route survey, or a Surveyor Location Report. FLOOD HAZARD STATEMENT: The accuracy of any flood huad data shown on this report Is sub)ecl to map scale uncertainty and to any other uncertainty n location or elevation on the referenced flood Insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within [hot special flood hazard tone A as sold land plots by stole an flood Insurance rate mop If IB05700209F for Hamilton Counly, Indiana (map effective dale February 19, 2003). 0 L. S0303 STATE OF N/C REVISION I MELUDED SEWER MAIN AT NORTH END 11-15-07 Slat N/C REVISION 2 ADDED MANHOLE AND TC AT NORTH END ARD MUMOPAUTY 11-15-07 IXN