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Home My WebLink About07090129 Sewer/Water Permit/sCITY OF CARMEL Item 1 cf 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 rol% Sec:28 Two:18 Rng:03 Sub:STP B10 2B Lct:208 PARCEL ID ........: 1709290018038000 DATE ISSUED.......: 09/26/2007 RECEIPT #••.......: 26349 REFERENCE ID # ...: 07090125 SITE ADDRESS .....: 13455 CUPPERTINO LN SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ...... OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC # XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCA VATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) S98-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT - THIS REC -- NEW SAL ----- ----- ---------- ------------- ---------- USFWATCONN FLAT RATE i.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 METHOD OF PAYMENT AMOUNT NUMBER ---------------- -- ----------------- ------------ CHECK 1396.00 13723 TOTAL RECEIPT 1396.00 r` Permit °, . CITY OF CARMEL /CLAY TOWNSHIP #: 07090125 f WATER / SEWER PERMIT / RECEIPT Date: 09/26/2007 ?h?IpMF PARCEL ID M 1709290018038000 LOT & SUBDIVISION: 208 STANFORD PARK ADDRESS OF CONSTRUCTION: 13455 CUPPERTINO LN WESTFIELD. IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK M 13723 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 ; SEWERNVATER PERMIT Special Notes/Conditions: LOT 253 STANFORD PARK, WATER PERMIT ' NO NOTES' The building & Sewer Shall be pve 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 pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations 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(a), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installation= hall be "oocn trench" inspected and approved by the Carmel Sewer Department before any backftlline 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 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 ENGINEER'S OFFICE. If any street must. he cut. a senarale street cut nerpit shall he ohmined. APPLICANT NAME: RE GROCE PAYMENT RECEIVED BY: ?C? YI ?t FEES: $1,396.00 'F Regional Waste District Residential RAN111reav Qr_wco tororu I r 00596 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type ---------- Final ----- --------------- ---- Subdivision ---------- Stanford Park ---------------- - ------- Section Number 2B- ----------------- Lift Station Lift ---------- 23 126th. Street Station ------------------------ -- Treatment Plant - MIX Builder _ _ _ __ _ _ _ __ Ryland Homes Phone Number ------- 846-2783 ------------------------ ParcelAcreage EDU.in Gallons. ----------------------------^ 310 I Lot Number ______ 1208 Address Number 13455 Street Cu ertino Ln ---------------------------------=-- ciWestfield city ------------------------------- Zip Code 46074 County ------------------------------ Hamilton Local. Sewer Charge - ------ ------------------- Plan Review and Inspection - - ---------------- Application Fee $100.00 -- ---------------------- EDU Fee $1,650:00 Interceptor Fee. Invoice Number Fees Due $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste i District (see reverse) and any conditions noted below. All installations' shall be inspected by District personnel during "open trench" phase and before backflling 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 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, lidsand 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 SFP-742 SFP-741 DSMH Grease Trap ------ No ------ Slab Foundation -- No ----- Lid Elevation 915.53 It ------ -------- 917.14 ft ----------- Grit Interceptor ----- No --- - Crawl Space - No --- First Floor Elevation 918.40 ft ---------- 918.40 ft ---------- Grinder Station No Basement Yes Basement Elevation 909.40 It 909.40 ft Calculation is based on. both Manhole Lid. Elevations and the elevation of the First Floor 2_$7t 1.26 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. Manholes shall remain accessible at all limes. 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. By signing below, I attest that I am familiar .with the District's spear tions and agree to accept responsibility for all work done under this permit. Builder/Owner Signature hone Number Printed Name Z G?Z? Approved By Permit Date 9!2512007 Candy J- Feltner, Director of inistratand Customer servi* Revised 7/26107 Permit invalid 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 within300 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. 1 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 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 Distrct's sewer use ordinance. Such notification shall'be made 24 hours priorto 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: 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. 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 feetfrom 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:J/wvw.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 644.9200 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 724/07 7bs Schneider Corporation RO&MIAI Note: 8901 Otter Akre smnft This drawing is based on construction plans or record drawings, Malaria Tort Bnrima taubm" A m61tadmw and is not based upon a field survey. The Schneider Corporation Iodlaoepdy myepe 406-1097 (a Us does not warrant the accuracy or sufficiency of this information. 317--7100 Galau Contractors should verify existing conditions prior to any 1117-87E-72OI 71I construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do This Plot Plan Prepared For. R.H. of INDIANA Lot # 208 , containing 6,378 S.F.d:, in Stanford Park Sec. 28 Instrument #200600049043 Plat Cabinet 4, Slide 126 Hamilton County, Clay Township Sec. 29, T1BN, R3E 13455 Cupertino Lane _(50' R/W) Carmel, IN 46074 Prepared Date: 09 20/07: By. AMA Proposed Buyers : Franklin & Marjorie Huff Community Restrictions: Side Yard = 3' Rear Yard = N/A Aggregate = 6' B.H. Zoning = R-2, ROSO Finished Floor Elevation Information Pod Grade = 916.2 per plan Pod Grade + 01 = Garage FFE (916.9 ) Garage FIFE + 1.5' = Residential FFE (916.4 , ) Residential FFE - 9.0' - Basement FFE:(909.4 Note : The garage finished floor elevation is 1.8' above the curb at the drive, per plan. Sidewalk to be placed online with from property line, 5' from back of curb, per plop. DRAWING 1. LJ z Q J O Plot Plan Legend so results in the contractors assumption of all liability. ® Grraades Existing Note: ?0p0.0? Cantom Grade The basement elevation, depicted hereon, has been determined * A p pax r Lateral Location and based on the pad grades and/cur contours taken from a 5 o d ?y SewerSewamlkNm ? the construction plans for this subdivision. Unless staled, no - v Wat er'SwAcs Linn Information about fluctuating water lables, sop condition%i or --- -- Sub-Surfoee,Drain Liwa sop types has been provided or stated in sold plans. This lot O Mardiale'(Smltary or slam) Is located near a body of water. Lot or sad conditions may Beehhw Wat (Storm) i n en ' require that the basement floor elevation be held 2 fool D F? Sec o (st o ) above normal pod elevation. Site investigation may be Ai Fire Hrt needed if water is encountered during the excavation process - • • - - ... - Flow_L}ia of cede or If other known water elevation or sop conditions are _ present. Investigation and any remedial procedures Is at the discretion of the builder to determine and take appropriate steps of action. If any ground water is encountered during excavation the builder is encouraged to contact The Schneider Note: Sanitary Sewer Corporation to discuss possible courses of action. Top of Costing Informatioon Upstream Manhole, TC=915.53 Downstream Manhole, TC=917.94 per record drawing Note: The contractor is to maintain a minimum distance of ten feet (td) between the sanitary sewer and water line laterals. Ground Cover Calculations ) Drive = 496 SF! Public Walk =145 SFt Private Walk =103 SFr: Hydroseeding =n/a SFt Sod =410 SY3 , from entire yard UPSTREAM SANITARY MH NOTE The upstream sanitary manhole T.C. elevation shall be no less than one foot ( 1'-D') below residential F.F.E. I g --, I T- -1 ' f- I 9I 4 4.5 I I o o ,, s i ? gg c? 36.a' 1100 a 30 0' . J I B-B : ,.... ... I I yil w TR./ 742 C= 15.53 PER RECORD DRAWING rc Note: Sump pump(s) to be placed by builder as needed Note: Builder to ensure positive drainage away from structure(s). LOT # 208 VB # 07.0079377 M 141.68' 16.2 m? err p o?o 0 Assumed North Scale: I' = 30' ° Io I? K? m 9aNAM : DATE 3 4vr •i aPE SNARK FBIWO R 0WI NAMON OF RECF.PT of PLOT PLW BY WSTOWR. - I.t T ICAL SWAIE XCAON Note: This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or o Surveyor Location Report. Fkwd Hazard Slztement The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty In location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT l1E within that special flood hazard zone A as said land plots by scale on flood insurance rate mop +18057C 0205F for the City of Carmel, Indiana (maps dated February 19, 2003). ILd CD I? o m Kxj w. . FLOOD HAZARD STATEMENT CERTIFICATION ?\\\\\?\ Gt\5 rI ERV'•/7?7i? /?G S0303 STATE OF _ ' (- . 4