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HomeMy WebLinkAbout07110124 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolan oll COPY # : 2 Sec:19 Twp:18 Rng:03 Sub:LRE Blk:l Lot:40 PARCEL ID ........: ZLRE40 DATE ISSUED.......: 11/26/2007 RECEIPT #.........: 26853 REFERENCE ID # ...: 07110120 SITE ADDRESS .....: 13713 FOSSIL DR SUBDIVISION ......: LONGRIDGE ESTATES CITY .............: WESTFIELD 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) 095-0767 TEE ID WIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW 3AL. ---------- ------------- ---------- ---------- ---------- ---------- ---------- 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 AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 0050515679 TOTAL RECEIPT 1396.00 SCANNED ?., CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT f ??fNrHOA? i PARCEL ID #: ZLRE40 LOT'& SUBDIVISION: 40 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 13713 FOSSIL DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK M 0050515679 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 698-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR : SEWER/VVATERPERMIT Special Notes/Conditions: Permit #: 07110120 Date: 11/2612007 LOT 40 LONGRIOGE ESTATES, WATER PERMIT NO NOTES" The building & Sewer Shall be pvc sewer pipe mceting ASTM specifications 3034 SDR 35 of later! reviai(m: or vitrified clay pipe, meeting AS'l,M speciii cat!om C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall he installed in accurch nce with AS I'M 2321 for pvc pipe and the Uniform plumbing Code for the State of Indiana. All installations shall be in strict complinnec with pertinent City of Carmel ardinances. Back Water check valves shall be installed in accordance with City Code Section 9-132(u).. and sections 1`3008.1 and ? of the International Residential Coda A] I buitding sewers shall be 6" diameter. All installations hall be "ofIcntry tch" inspected and appro v°d brv the Carmel Sewer Department before anv back filling is don , Non- compliance may result in digging up the sewerinstalInoon and/or denial of future sewer perinits and/ordenial ufwater connections. NO footing Or ibundati po drains or other sources of ground water or storm water shall be permitted to enter the public sc we r. Sewer inspections should be r•qucsted at (3171 571-2648 one in four hours in advance. No inspections or installations will he made on Saturday or Sunday or holidays unless arrangements are made at (cast 24 hours in advance- All plumbers or contractors installing silver (or water) lines shall have a plumbers- bond posted wilh the CITY EN VEER-S OFFICE. If any Streit muci be, cm. a sonarate sweet can. nermil shall he ohtained. APPLICANT NAME: JOANNE PAYMENT RECEIVED BY: FEES: $1,396.00 SHEPHERD SCANNED . - ` Regional Waste District Residential SANITARY SEWER PERMIT 00715 INDIVIDUAL LOT I 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 40 Address Number ---------- 13713 -------------- Street ---------- Fossil Or ---------- City Westfield Zip Code ------- ------- 46074 --------- --- -' .County: _ _ Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 ------------ - - 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 backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground orstormwater, 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 bn the building site which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged. by contacting the Districts 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 LRE-832 LRE-818 DSMH Grease Trap No Slab Foundation No Lid Elevation 911.56 k 910:54 ft Grit Interceptor --- No ----- Crawl Space - ---- No ------ First Floor Elevation 915.90 ft ---------- 915.90 It ---'---- --- Grinder Station No Basement Yes Basement Elevation 906 10 ft • 906 10 ft - - --------- - - -- Calculation is based on both Manhole Ltd. Elevations and the elevation of the First Floor 4.34 =5..36 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the right to inspectallsump 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. CTRWD By signing below, I attest that I am familiar with the Distdd's spe ' ieations and agree to accept responsibility for all work done under this permit. Builder /Owner Signature __5:?- - Phone Number 7 ??fJ Printed Name ?- Appr ed B PermWDate 11/2612007 candy J. Feltner, DirectororAtlmid F B Customer Service Revised 7126107 Permit is valid forONE-YEAR.from the date.issue . ermit valid on y WD seal in red ink. SCAN N tD 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 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 fo'r 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 SR_D 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 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 8:06a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http:ltwww.ctrwd.org/. Clay Township' Regional Waste 'Disthbt '1l)701 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 10109107 "BASE HOUSE STANDARD FEATURES" WINDSOR ll - ELEV 2C - 914.1 9' FULL BASEMENT RIGHT HAND - Brick 3 Sides 915.9 3 CAR SIDE ENTRY GARAGE FULL BSIVT - 9' Wells F .9 BRICK 3 SIDES 2'FAMILY ROOM EXTENSION 3 CAR - Side Entry 906.1 .. .,., ...., PATIO "SELECTED FEATURES' (2) 4X4 WINDOW WELLS & (1) 2X2 WINDOW WELL _LO_T_ #.40 - ±141999 SF f Sv PAD 913.2 PER PLAN SAN MH818 - TC=910.54 \, r-10.01 1 -41'111 II I" P, > oI I-- ilad L[. III3 ; ai I IIW I?2/ ?H W MH 632 / 11.56 „ Conc Flatwork Sq. Ft = ±1717 Pubilc Walk Sq Ft = ±500 Sod Sq Yds = ±358 Seeding Sq Ft = ±0174 Flood Hazard Note: L of Number 40 Ilea within Flood Hazard Zone •X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indlana (Community Panal #18057C0205F, dated February 19, 2003). Note: This drawing Is based uaan construction plans end/or record drswings prepared by others and Is not based upon a Geld survey. COOR Consulting & Land Services, Corp. does not warrant the c actness or Integrity of this Informatlon. The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any disoropancy v-1111 the Infomnation contsined hereon should be Immediately reported to COOR Consulting & Land SeMdAS, Corp.; failure to do so would result in the contractarlowners assurnption of Ilablilty. o ® r m goon ,::?Ilfflimw (19-01a D&iroccl 03cuwn(rg?;&P5, g o G, P© W M Q I 0 In 303 WEST MAIN STREET KNIGHTSTOWN, INDIANA (888) 593-2887 (765) 345-5943 FAX#: (765) 345.5882 TY-Hei) LOT # 40 13713 FOSSIL DRIVE Pulta'HOnie9 of Indlane WESTFIELD, IN 46074 p=' N? 3 &atums dl INwRN @M000 911 = X30' Note: Mlnlmum Front yard - Variable MlNmum Between Residences - 6' Minimum Rear Yard - 20' 150.00' o ? ? I o 0 pP 5.7' {] w n Q y I Q s, O I { \ I ? I 1 ?AF? ® = Proposed Grade (1 -= Dw lnage Flow XX.X = Existing Grade Note: Contrectef should verify site speciflc Inlomna8an depicted hereon with tho approved construction plans for this development. Also, Contractor should reference A eh tectural plans for foundation orientation and dimensions. Note: The proposed construction grades, contours, and proposed structure elevations as deputed hereon are based upon Informatian provided upon the approved construction documents prepared for this development. Unless ohenvvlse stated hereon, no Informatlon pertaining to but not Ilmlled to, fluctuating water tables alavatlons, soil types, and conditlona within the building areas of this development have been prodded and for referenced an said documents. With the excavation of the proposed mnncture foundations, wraln care and observations should Bo made In regard to such conditions as Boll types and iluctualing water tables. During J the excavation process should any,unsuitable solis or ground water be witnessed, the bullder shall be Immediately notified for further examinatlon and consultation. At the builders discradon, additional construoton techniques may be necessary to alledate future pmblems. LONGRIDGE ESTATES PLOT PLAN SECTION ONE Prepared For. PC 3, SLIDE 729 INSTR 0200500063316 a1. SCANNELL., L'