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Home My WebLink About07110118 Sewer/Water Permit/sCITY OF CARMEL Item 3 of 6 PERMIT RECEIPT Sec: Twp: Rng: Sub: Elk: Lot: PARCEL ID ........: 1709360303052000 DATE ISSUED.......: 11/21/2007 RECEIPT #.........: 26841 REFERENCE ID # ... 07110097 SITE ADDRESS .....: 11750 YALE DR SUBDIVISION ...... CITY .............: CARMEL IMPACT AREA ...... OPERATOR: plux COPY # . 1 rl\ 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 EXCA VATING 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 ---------- ------------- -------- USFWATCONN FLAT RATE 1. -- ---------- ----- 00 1310.00 ----- - 0.00 --------- 1310.00 ---------- 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 86.00 0.00 --- TOTAL PERMIT ---------- ----- 1396.00 ----- - 0.00 --------- 1396.00 ------- 0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT '. JgmTnr.'i PARCEL ID #: 1709360303052000 LOT & SUBDIVISION: ADDRESS OF CONSTRUCTION: 11750 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 ; SEWERANATER PERMIT Permit #: 07110097 Date: 1112112007 NULUWe.011wOV113: LOT 1006 TOWNHOMES AT GUILFORD, WATER CONNECTION PERMIT " NO NOTES " The building & Sewer Shall be pvc sewer pipe meeting ASTN4 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. Rack 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 shill be "open trench" inspected and approved by the Carmel Se wer Department before any backfilline 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 eround water or storm water shall be permitted to enter the public sewer. Se wer 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 most he cut. a senarate ;Irecr cut nermil shall he ohtained. APPLICANT NAME: JOANN SHEPHERD PAYMENT RECEIVED BY: FEES: L/ j $1,396.00 ? q Regional Waste District Residential 00698 SANITARY SEWER PERMIT 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 Lot Number 1001 Address Number ------- 11730, -------------------- Street ---------------- Yale Dr --------------------- City ----------------- _Carmel --- - ---- Zip Code 46032 County Hamilton' Local Sewer Charge Plan Review and Inspection ------------------ .Application Fee $100.00 EDU Fee $1,650.00 Interceptor Fee Invoice Number Fees Due $1,75u.uu 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 twelveinches 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 byc . onstruction 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-407 THG-406 DSMH. GreaseTrap - No Slab Foundation— Yes Lid?Elevation -------- 847.73f1 ----- 847.17ft - - Grit Interceptor No Crawl Space No First Floor Elevation 848.87 ft 848.B7 ft Grinder Station No Basement No Basement Elevation ----- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1:14 1.70 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 COO By signing below, I attest that i am familiar with the District's specifications and agree to accept responsibility for all work done .'under this. permit. Builder /Owner Signatur yi,t4t-?y.1 Phone Number 51,5 dJ50 Printed Nam / QA t NE I l Sf ? l tCY?J Approve Permit Date 11120/2D07 ..e r, Di torn AAd...trah.8.CustoroeI Service Revised 7126107 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,withiin 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, aseptic tank "...shall 15 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 orSDR 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. Number8 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 lndianapolis,.lndiana 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 MI au. A.au s,,.esar This drawing is based m constriction plans or record drawings, ?? T4e ?r1eer ?. bae.?ma Note. pa-atm honors r n Nmxbo re^d srtYlewe ma Is now arrant the fold sal The Sd oits ffs C information. -825-Inmm .e,... z62lo-ralr G •0 ID dons not warrant the ao aracy or iidmq of of tmrtion. information. &T- /p?? ?ws?w?p??s N7? "i°0In0 Cm:raclan mould verily y found Conandn dhis prig to my We 0 1Qide sin-BU-haN Yu cmStrad to May aisaCo frond an ;his dcusly, ing ng be ?? u reported to the iehndder roder Caparation inmedicldy, fpi to do This Plot Plan Prepared For. Pulte Hmles sa results is the contractors ossumption of 07 liability. TowTltlames at Gaillard Instrument / 200500080749 Flat Plan Leald BLOCK 10 SEC 35, T18N, RX ® Proposed Grades Ham County, Clay Twp. DDO.O Existing Grades 1000.9- Contour Grace City of Carted # Ayproc Laterd'Lecatim Block 10 - w - Sadtrry Sewer Lines I? Prepared Date: 05-25-2007: By. AMA, -a- Storm Sewer Lines !'ll `IIJ - v water Seise tines - - - - Sub-Saface Rain Lines WILE Haines O Manhde (Sanitary or Storm-) ® Bed i.e Wet (Starr:) Finished Floor Elevation Information ® Curb inlet (Sturm) Q PAD=84287 D End Section (storm) FFE-848.87 A Fir- Hydrant Assumed North Flow Line of swde Smle : 1' - 30' - 669diq Line (EL 351.) Note: Smila'y Serer - - - - Easement Line Top rf Casting Intmnrction MpsIrs m McMae, TC=847.73 i $ Ccnstroxn Manhole, TO-- 04117 a per record droving avJ 1.91 64d.B I d Pr:x 84E.3 - 848.r GUILFORD COMMONS OMW tins PRIVATE G IY 7 r 11006 a ' ? a ?I < - 10.3' T p g < 5 IODS ? ° „ ' 68.17 o 3 ??yy- r05 ? ? ? :d ' ry 1004 n N Ions. T 7G03 T 63.17' 1' S?`J.. 1 a? r f 1002 is 8 w .--PAC -tea LOT 4 - ADDRESS 7001 - 11730 Ycle Drive r vvGSL-C"l Vb0710075913 1002 - 11734 Yale Drive \, ?1 T 1UL-0- VD07.0075914 S ?` F 1003 - 11738 Yale Drive . 7 Yv Vb07.0075915 1004 - 11742 Ycle Drive Tk / Z (.--t-? W076 1 a I C S i &y 1005 - 71746 46 Yale Yale Drive VV 1b07.0075917 ? 1006 - 11750 Yale Drive TY LE? t,b0Z0075918 i I ? 2r.a I 3r 4; I y??r ? SLOPE g_c T cJ?? - 4..\ V I op TYPICAL SWALE SECTION I NOTE: SIP. h's9 IN THE RESIDENTIAL DISTRICTS UMI TING HEIGHT T" SO.92 PER TO TWENTY-FIVE (25) FEET, A D'hELLING MAY E' ' 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-A'.£ .Nalw: The controemr is to mantdn v (25) FEET IN ;EIGHT. FER CARMEL ZONING minimum dlst. of lm let (w) ORDINANCE 26.1.7, between the sanitary seen and water I'ne laterals This dmwinc is not intended to are represented cs a re!rccement or ori;inil oounaazy ssrrey, i route survey, or a Surveyor LOaat:'.i Rgcrt sm., 407 TC&7.73 PER R:CC an FLOOD HAZARD STATEMENT CERTIFICA HON tr ROOD HAZARD STATEMENT: The cmuracy, of my Bond hczord data shorn on Uis report is subecl to mao s-.He =nrtcnty and to any other uncertainty in lo:ctiorr or elevation m the referenced flood insuav.ce rate map (ARM). ALL of the within desaioed land DOES NOT LIE within thot special food hazard zone A. as scion Imc plob by s0e arc. flood insurance ink map t 18057CO209F lor Homllon Count„ Indiana (mop elfe:Uve date Febn_vy 19, 2003).