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Home My WebLink About07110113 Sewer/Water Permit/sCITY OF CARM_L Item 6 of 6 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec: Twp: Rng: Sub: Blk: Lot: PARCEL ID ........: 1709360303048000 DATE ISSUED.......: 11/21/2007 RECEIPT #...•••...: 26841 REFERENCE ID # ...: 07110102 SITE ADDRESS .....: 1173? 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-lSUP COMPANY ........ .. : A-1 SUPERIOR EXCAVATING ADDRESS ........ .. : 3143 ROSEWAY DR CITY/STATE/ZIP . .. : INDIANAPOLIS, IN ?6226 TELEPHONE ...... .. : (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT -- - THIS REC --------- - NEW BAL --------- ---------- ------------- ------ USFWATCONN FLAT PATE -- 1. -- ---------- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 -- - 86.00 --------- - 0.90 --------- TOTAL PERMIT ---------- ------- - 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----- ----------------- ---------- CHECK 8376. -- 00 ------------- 0050515522 TOTAL RECEIPT 8376. 00 SCANNED CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1709360303048000 LOT & SUBDIVISION: ADDRESS OF CONSTRUCTION: 11734 YALE DR CARMEL, IN PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050515522 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR Special Notes/Conditions: SEWERIWATER PERMIT Permit #: 07110102 Date: 11/2112007 LOT 1002 TOWNHOMES AT GUILDFORD, WATER CONNECTION PERMIT. NO NOTES' The building & Sewer Shall be pvc sewer 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 Slate of Indiana. All installations shall be in strict compliance with pertinent Cin, of Carmel ordinances. Back Water check valves shall be installed in accordance with CiEv 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 -hall be "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 pernuts 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 EN'GINEER'S OFFICE. If any street must be cut. a senarate street cut nermit shall he nbtained. APPLICANT NAME: JOANNE SHEPHERD PAYMENT RECEIVED BY: _ /-&an FEES: $1,396.00 SCANNED Regional Waste District Residential SANITARY SEWER PERMIT 00711 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type --------- Final ------------------------ Subdivision Townhomes at Guilford Section Number Lift Station --------- 01 Carmel Creek Station --------------------------- Treatment Plant Carmel WWTP Builder- -------------- - - Pulte ------------- --- -------- Phone.Number 3175752350 Parcel Acreage --------------------------------- EDU in Gallons 310 ---------------------------------- Invoice Number Lot Number 1006 Address Number 11750 Street Yale Dr city Carmel Zip Code -------------- - 46032 - - --- - - ------------------ - - - - Hamilton ----------- ------ Local Sewer Charge Plan Review"and Inspection Application Fee $100:00 ---------------------------- EDU Fee $1,650.00 -------- ----- Interceptor Fee Fees Due 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 stonnwater, 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 andshall'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-4oS DSMH Grease Trap No Slab Foundation Yes Lid Elevation 847`17 ft ----- - ------ 847.8 ff --- Grit Interceptor - - ---- - No Crawl Space - No First Floor Elevation 848.87 R. -- ----- ---------- 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 __1.071 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable The District reserves tfie fight 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. Y a By signing below, I attest thatI am familiar with the District's specifications and agree to accept responsibility for all work done under this permit: Builder / Owner Signatu Phone Number 575 -3.SD ".b d Printed Na a A/O OF ,f{1? Approvef. ? Permit Date 11/2012007 an uecrwofAdmn tnit 8C8Cusromer Serve Revised 7126107 Permit is valid for ONE-YEAR from the dale issued. Permit valid only with CTRWD seat in red ink. SCANNED SUMMARY OF LATERAL INSTALLATION REQUIREMENTS. t. 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 feetfor 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. . Th6`6xisting sewei'line'from"tRe building-to the septic tank'may only"b&7used 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 $160:00 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 lank "...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, SIXINCH 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: HOPE DR11`with.CompressionFittings, 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. Wherea 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.aboveare 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 Districts 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://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 10/09!07 Nate: 76. 9 A r Cwrpaetlon 89M Dow ic Anmue sm'"t " Rallinwau'll plans or record drawings. t is dosed on co r iG>tode y„t parr6wn Lowdum Iwndsaspw Arebllwalaw no is ld survey. and cool not dosed upon a field survey. y The Schneider Corporation Indhaepow, mdiem 46216-1097 CIS - LIS does not warrant the accuracy or sufficiency of this information. 917-626-7106 aeolwQ Contractors should verify existing conditions prior to any _A _ _ 917-679-Tm0 fAI mnsWclion. Any discrepancy found an this drawing should be ?' reported to The Schneider Corporation immediately, foiling to do so results in the contractors assumption of all liability. This Plot Plan Prepared For Pulte Homes Tolmhomes at Guilford Instrument 0 20050 M749 SEC 36, T18K R3E Hamilton County, Clay Tap. City of Carmel (flock 10 Prepared Date: 06-25-2007: By AMA Pulte Homes Finished Floor PAD=847.87 FFE=84B.87 Note: Sanitary Sewer Top of Casting Informat'mn Upstream Manhole, IC= 847.73 Downstream Manhole, TC=847.17 per record drawing 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. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water lure lolerols. This drawing is not intended to be represented as a relrocement or original boundary survey, a route survey, or a Surveyor Location Report. FLOOD HAZARD STATEMENT., The accuracy of any flood hazard data sham on this report Is subject to map scale uncertainly and to any other uncertainly in location or elevation on the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within that special flood hazard, rare A as said land plots by scale on flood Insurance rote map f 18057CO209F for Hamilton County, Indiana (map effective date February 19, 2003)_ Plot Pion Legend 000.0 Proposed Grades 000.0 Existing Grades X000.0- Contour Grade * - -Approx.-Lateral Location O Sardtory Sewer Lines -R? Storm Sewer Lines - v - Water Service Lines - - - - Sub-Surface Dram Lines O Manhole (Sonflay, or Storm ® Beehive Irdel (Storm) ® Curb Inlet (Storm) D End Section (Storm) Ak Fire Hydrant Row Line of swore - Budding Line (BL / 9SL) - - - - - - - Easement Line GUILFORD COMMONS DRIVE PRIVATE LOT - ADDRESS 1001 - 11730 Yale Drive Vb07.0075913 1002 - 11734 Yale Drive Vb07.0075914 1003 - 11738 Yale Drive VbO7.0075915 1004 - 11742 Yale Drive Vb07.0075916 1005 - 11746 Yale Drive - Vb07,0075917 1006 - 11750 Yale Drive Vb07.0075918 TYPICAL SWALE SECTION FLOOD HAZARD STATEMENT CERTIFICATION N/C REVWG"m 1 INCLUDED SEWER MAIN AT NORTH END 11-15-07 SNN N/C REVISION 2 ADDED MANHOLE AND TC AT NORTH ENO ARO MUNICIPALITY 11-I.W7 IVN SCANT iLL- BLOCK 10