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Home My WebLink About07100044 Sewer/Water Permit/s;F "i CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07100037 WATER / SEWER PERMIT / RECEIPT Date: 10105/2007 ?rhuiRBn_? PARCEL ID #: ZLRE58 LOT & SUBDIVISION: 58 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 3883 LONG RIDGE BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050514873 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax M Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR : SEVVERIWATER PERMIT Rnarial Nnhoc/CnndiTinnc• LOT 58 LONCRIDGE ESTATES. WATER CONNECTION PERMIT. • NO NOTES The building & Sewer Shall he pvc sewer pipe meeting ASTYI specifications 3034 SDR 35 of latest revision, or vitrified day pipe, meeting A STIO specifications C-7110 for extra strength clay. pipe of latest revision unless other materials are hereby permitted in writing, the sewer. shall be installed m accordance with ASTNI 2321 far pvc pipe and the Uniform Plumbing Codc for the State of Indiana. All instal Iafinns 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(x)_ and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall h "onen trench" inspected and approved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits andlor denial ofwater connections. No footing or foundation drains or other sources of Ground water or storm water shall be pertained la enter the public sewer. Sew cr 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 nnless arrangements are made at least 24 hours in advance. All plumbers or oomractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OPFICP. If any street must he cuts a scnante street cm nermit sbsil he nhtnined_ APPLICANT NAME: JOANNE SHEPHERD PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:19 Twp:18 Rng:03 Sub:LRE Blk:l Lot:56 PARCEL ID ........: ZLRE58 DATE ISSUED.......: 10/05/2007 RECEIPT #.........: 26450 REFERENCE ID # ...: 07100037 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 3883 LONG RIDGE BLVD LONGRIDGE ESTATES WESTFIELD OPERATOR: sl_llard COPY # : 2 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 EXCAV ATING 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 PERM IT ---------- ------ 1396.00 ---- 0.00 -- - 1396.00 0.00 METHOD OF PAYMENT AMOUNT - NUMBER ----------------- - ---------- CHECK ------- ---------- - 1396.00 0050514873 TOTAL RECE IPT 1396.00 Regional Waste District Residential SANITARY SEWER PERMIT 00611 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type ---------- Final ---------------------- - --- Subdivision Long Ridge Estates Section Number ------ I -------------------------- Lift Station ---------- 14 Austin Oaks Station ------------------------- Treatment Plant CTRWD W_ WTP Builder - ------ Pulte ------------------------- Phone Number ------- - - 3175752350 ------------- Parcel Acreage - ------------------------------- EDU in Gallons 310 Invoice Number Lot Number 58 Address Number ____ ______ 3883 Street ---------------- Long -Ridge, Blvd --- ----------------- City -- -----------_ Westfield -------- - Zip Code -------------- 46074 ---------------- County Hamilton. -Local Sewer Charge Plan Review and Inspection t ------------ ----- 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 or stormwater, shall be,pennitted 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 six months after connection has been made or when water is connected, whichever comes first. The building has: USMH LRE-817 LRE-816 DSMH Grease Trap ------ No ------ _ Slab Foundation-- _ _ _No --- No Lid Elevation 910.23 ft --------- - 909.92.ft . - Grit Interceptor No Crawl Space No First Floor Elevation 912.90 ft 912-90 it Grinder Station No Basement Yes Basement Elevation 903.10 it 903.10 ft. calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2,67 `_ 2.96 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. 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 isnow permitted: C By signing below, I attest that lam familiar with the Builder ! Owner and agree to accept responsibility for all work done under Phone Number Printed Name Approved Permit.Date 1 0 /412 0 0 7 Revised 726/07 Permit is valid for ONE-YEAR from the. date issued. Permit valid only witti 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 within 300 feet for Hamilton County or 100 feef forBoone 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 Districts sanitary sewer. n 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 inspectocmust,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 be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Ptease 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 fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND 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 atransition 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 effluenfshall 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. Aker inspection, bedding is to be placed on, top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 7124107 "9ASE HOUSE STANDARD FEATURES" MANCHESTER - ELEV 2C Gar. FFE = 911.1 9' FULL BASEMENT RIGHT HAND - Full Brick 1 st Fir FFE = 912.9 3 CAR SIDE ENTRY GARAGE FULL BSMT - 9' Walls ? TOW = 911.9 BRICK 3 SIDES 3 CAR - Side En" Bsmt FFE = 903.1 - - 1 0 Drive Slope = 2.0% - {214 X 4 WINDOW WELLS & (1) 2X2 WINDOW WELL o SAN MH 817 "SELECTED FEATURES- BRICK 4 SIDES DECK "2" 'j S ki w \? V ¢\? 0- ?Qi SAN MH 816 i/ TC=909.9 ?.!i\sf ? ? ?.tn' i WATER LINE LOT # 58 N ±16,686 SFI-11 PAD 910.1 PER PLAN MFPG 905.4 PER PLAN Note: Min. Front yard - Variable Min. Between Reslcences -:6' Min. Rear Yard - 20' \ Z? p. s \-6?r G?t£ ,? 1e ? d) t??CY-?iG+ \\ ??y Sh-`.t4 / 5. SOO 3fi.8' Conc Flafwork Sq. Ft = ±1432 Public Walk Sq Ft = ±709 s Sod Sq Yds = ±480 j Seeding Sq Ft = ±8969 O a \ Note: Contractor should verity site spec information depicted hereon with the approved construction plats for Nis davalopmanL Also, Contractor should reference 1 Architectural plans for foundation orientation and dimensions. Flood Hazard Note: Lot Number 58 lies within Flood Hazard L,ne'X' per the scaled location on the Flood Insurance Rase Maps for Hamilton County, Indiana (Community Panel #18057C0205F, dated February 19, 2003). Note: The proposed concoction grades, contours, and proposed sWcture elevations as depicted hereon are based upon information provided upon the approved construdion domments prepared for this development. Unless otherwise stated hereon, no information pertaining to but not Envied to, flucidati g water tables elevations, soil types, and conditions within the building areas of this davelopment have been provided and for referenced on sold documents. With the excavation of the proposed structure found ations, certain care and observations should be made in regard to such conditions as scil types and fluctuating water tables. During the excavation process should any unsuitable sods or ground water W witnessed, the budder shall be immediately notified lot further examination and cortsultarinn. At the builders discretion, additional construction technirrues may be nermssary to alleviate future AT T ,.r. t?OO Lh?$'MoUri g (noa ago gAa c 0, p' c If' ?.D f o 03 WEST MAIN STREET KNIGHTSTOWN. INDIANA 788) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 )AT=: 09/28/07 JOB 82004-250.058 REVISIONS: ? L:ICc?J(c??JC:J({U?ll coal H01) 'S LM G??Lliso J' I! _ , / l?flS 14.7 s' 1\ tT Ln Qn 1 l / / / p9 3 1? pAQ€,QpER P = Pr?osed Grade -= Drainage Ffow ip'A XXX = Ezietin9 Grade / Do Y'-9090 60 Note: This drawing is based upon construction plans and/or record drawings prepared by others and Is not based upon a field survey. COOK Consulting & Land Sentims, Corp. does not warrant the correctness or integrity at this information. The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the intormation contained hereon should be immediately reported to COOR Consulting & Land Services, Corp: failure to do so would result in the oonvactortrnvners assumption of liability. LONGRIDGE ESTATES SECTION ONE PC 3. SLIDE 729 INSTR 82005000633'16 LOT # 58 3863 LONG RIDGE BOULEVARD WESTFIELD, IN 45074