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Home My WebLink About07120090 Sewer/Water Permit/si / CITY OF CARMEL Item 1 or 1 PERMIT RECEIPT U OPERATOR: vdolan COPY # : 1 Sec:20 Twp:18 Rng:3 Sub:STP B10 2A Lot:171 PARCEL ID ........: ZSTP171 DATE ISSUED.......: 12/21/2007 RECEIPT #.........: 27074 REFERENCE ID # ...: 07120085 SITE ADDRESS .....: 13829 SUNNYVALE L•N SUBDIVISION ......: STANFORD PARK CITY ...... ....... : WESTFIELD IMPACT AREA ....... OWNER ............: RYLAND HOMES ADDRESS 9025 N RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC # XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STAT7/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 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 14098 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120085 WATER / SEWER PERMIT / RECEIPT Date: 12121/2007 \1k01fVR.! PARCEL ID #: ZSTP171 LOT & SUBDIVISION: 171 STANFORD PARK ADDRESS OF CONSTRUCTION: 13829 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 14098 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 ; SEWERIWATER PERMIT tvorestwnanlona: LOT 171 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 hcrcbv permitted in writing. The sewer shall be installed in accordance with AS"f AI. 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. Back Water check valves shall be installed in accordance with City Code Section 9-122(x). and sections P3003.1 and 1 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench' inspected and approved by the Carmel Sewer Department before ano, backfilline is done. Non- compliance may result in digging up the sewer installation and!or denial of future sewer permits andlor denial of water connections. No footine 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) s71-2643 one to four hours in advance. No inspections or installations will be made on Saturday or Sundav 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 ENGINEFR'S OFFICE. If any street must he em. a senante street cut nermit shall he obtained. APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 Resic 00746 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type ---------- . Final ------------'-------------- Subdivision ---------- Stanford Park ------------------------ Section Number ------- 2A - =------------------------ Lift Station -- ------- 23 126th Street Station ------ - -' - - ' Treatment Plant ------- mix ------------------ Builder --------`---- Ryland Homes ------------- Phone Number 846-2783 Parcel Acreage ---------------------------- EDU-in Gallons 310 Invoice Number Lot Number 1,71 Address Number -------- 13829 -------------------- Address `2 -------------- --------------------- Street ----------------- Sunnyvale Ln ---------- city - Westfield Zip Code 46074 County ----------- - --- Hamilton ----------------------- Local Sewer Charge Plan Review and Inspection 1 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 orfoundation 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 Distri ct'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 beplaced on billing six months after connection has been made or when water is connected, whichever comes first. The building has: USMH SFP-737 SFP-738 DSMH ------ Grease Trap No Slab Foundation No, Lid Elevation ------ - - 918.90 ft. - 917_56 ft Grit Interceptor No Crawl Space No First Floor Elevation 920.50 ft 920.50 ft Grinder Station No Basement Yes Basement Elevation __911.50 it _ 911.50 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.60 - 2.94 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 times. Buried manholes will be corrected by the DeveloperfOwner. 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 Distri 's specifications and agree to accept responsibility for all work done under this.. permit. Builder / Owner. Signature - ?f C __A_ Phone Number Printed Name Approved By Permit -Date 1212V2007 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 connectto'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 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. Ifthe.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 toa 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 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-: HOPE DR 11 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 Number8 fractured face aggregate. Number 8 stone backfill material is to be placed from 6 inches below to 12) nch, es, 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 maybe 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. Region al 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 10109107 The aohudda Corporation 8901 OUS dream IBslmio Port Harrison Indbannpolla ludic. 18218-1097 917-028-7100 917-528-7200 PAS Plot Plan Prepared for R.H. of INDIANA Lot E Me containing 7,700 SYA, in Stanford Park - Sec. 2A In!ft ant ¢100600014565 P.C 5kb /42 Clay Tvp, Hamilton County \Sec 30, 718N, RX SUNNYVALE LANE (50 R/MI) IN 46074 Prepared Date 12-13-07 : By. SO Proposed Buyer(s}: INVENTORY Community Restrictions: Sice Ycrd =3' Rear Yore = N/.A Aggregate = 6' (B'ri) R.H. of Indfono Finished Floor Elevation Information Pad Grade = 918.3 per plan Pad Grade + 0.7' = Garage FFE (919.0 ) Garage FFE + 1.5' = Residential FFE (920:5) Residential FFE - 9.0' - Basement 4c (911.5 ) Ground Cover CDlculationx Orive =513 SF'_- Public Wclk =194 Sit Private Walk =73 SF+_ Hydroseedine =3,244 SFi Sod =237 SY± , from Rear of residence. Optional Sad Packer- Hydroseedingg =1,375 SFi Addl. Sad Pkg.=208 SY.L, to Rear easement. Note: The gorage finish floor elevation is 1.'9' above the curb at the drive per plan. Sidewalk to be placed 1' from property line, 4' rom back of curb per plan. I IABUTY NO This drovng is hosed an construction plan, or record cravings, and is )fililneerfnl net bond upon a tied wrvey. The Schneider corporation bass not surveliq •mant the ccmrocy a wltidency of this idmrnatim. contractors Undeceive Architecture should verily existing conditons prior to my canstrvom. My GL4 ,128 discrepancy fond an Uls ara.hg should be immediately reported to Coelop Tie Schneider feria ion. Eoi'ng a do on .e result it the amtroclais aswmpuon o/ by Iabiity. Plot Plan Legend ® Proposed Grades 000.0 Existing Grades ?000.0- Contour Grade * Approx. Lateral Location a - Sanitary Sewer Lines SIR- Storm Sewer Lines - v - Water Service Lines - - - - Sub-Surface Drain Lines ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) A Fire Hydrant - ... -.-Flow Line of swale Note: Sanitary Sewer Top of Costing Information Upstream Mcnhole, TC=918.90 Downstream Manhole, TC=917.56 per record drawing Lot # 171 VB07.0083974 Street access ramps to be installed in accordance with municipality requirements. PASEVENT NOTE The basement devator. depicted beam, nas been determined and based an the pad grader and/or antolns token from the cons:ncton pions far this sibdidsion. Unless stated, no information abort Mcluotig voter tables, sod conditions, or sal types has been provides or stated an said planx This lot is located near a body of vote. Lot v sot conditions may requse that the basement door elevation be held two feel (2'-D') obove normal peal devotion. Ste Nvestigatim may be nncec if enter is ercwnlersb coring the excevatim process or if other known water devotion a soil conditions we prnnL Investigolon d any ranedid procedc:n ere at the Esaetion of the ouicer to an determine and take cppropnci. steps of catch. It my inane water is encountered curing the esccwtim the budder is encouraged to contact The Schneider Cmporarnn to discuss possible courses of notion. SUMP NO NOTE Ni Budder to mare 'SAL SPFPATION NOTE Sap pump(s) to ore posi;Ive cmnoge away contractor to maintain a placed be builder as from struat re(s). mnimum distance of to fat rococo. (I D'-o) between water and CITY OF CARMEL NOTE smilory lateral: In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased in height to thirty-live (35), provided the side and rear yards are increased an additional toot for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) i S 'oil rtR? a: TwICAE swAtl: sccnav it 0 10 20 30 SCALE to = 30' . 5('? W 0 737 y TC.91&90 PFR RM I NG m MODUTO LANE QI I J I certify that the plan shorn heracn was prepored to the benefit of the cornice indicted herein and for he purpose of obtaining c resdenuol crostir cum permit only. It is my opnim that if the proposed firiltec grades we crostrecled as seven, he surface all an the subject bl dl be setisfactery fm residential construction. This pion was compiled based an documents prepaea by aNers and tine Schreiber Corporation cements no facility for the accuracy. .alteneer or acceptance of those documents. This driving c not intended to be represented as a reaacmi r mginal bonaary survey, a route survey, oc a surveyor locatlor. repot(. ROOD HAZARD STATEMENT. The O=ccy of my flood hcsec onto shown an this plot plen 6 subject to mop sods uncertainty anal to any other uncertainty n locadm or elevation an tre referenced flood v suronce :ate moo (I'&V). ALL of the wi,hn desorixd lard DOES NOT, UE within that specie flood hoard area :one 'AE*. in sold rend pints by scale an Community Map Paned p3D57C 02W of the flood nwrance rate mnco (FIRM) fm N.olodtm County, Indiono, Dated February 19, 2003.