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Home My WebLink About07080155 SewerCITY OF CARMEL Item 1 cf 1 PERMIT RECEIPT OPERATOR: plux COPY 4 : I Sec:28 Twp:18 Rng:03 Sub:STP Blk:22 Lot:209 PARCEL ID .... ....: 1709290018039000 DATE ISSUED..... .. : 08/17/2007 RECEIPT #....... .. : 26C49 REFERENCE ID # . .. 07080154 SITE ADDRESS ... .. : 13447 CUPPERTINO LN SUBDIVISION .... .. : STANFORD PARK CITY ........... .. : WESTFIELD IMPACT AREA .... .. OWNER .......... .. : RYLAND DOMES ADDRESS ........ .. : 9025 N. RIVER ROAD CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46240 RECEIVED FROM .. .. : RYLAND HOMES CONTRACTOR ..... .. : LIC 4 YA-ISUP COMPANY ........ .. : A-1 SUPERIOR EXCAVATING ADDRESS ........ .. : 3143 ROSEWAY OR CITY/STATE/ZIF . .. : INDIANAPOLIS, IN 46226 TELEPHONE ...... .. : 1317) 898-0767 TEE ID UNIT QUANTITY AMOUNT PD-TO-DT - THIS REC --------- NEW AL ---------- --------- ------ USFWATCONN FLAT RATE -- 1. -- ---------- --- 00 1310.00 0.00 1310.00 LOG 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 - i3591 TOTAL REC71FT 1396 00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080154 WATER / SEWER PERMIT / RECEIPT Date: 08117/2007 PARCEL ID #: 1709290018039000 LOT & SUBDIVISION: 209 STANFORD PARK ADDRESS OF CONSTRUCTION: 13447 CUPPERTINO LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13591 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 ; SEWER/WATER PERMIT Noteslconamons: LOT 209 STANFORD PARK, WATER PERMIT NO NOTES' The building & Sewer Shall be pvc 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 ASTNI 2 321 for live 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 1'3008.1 and .2 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 anv backfilline is done. Non- compliance may result in digging up the sewer installation and/or denial of famre sewer permits and/or denial of water connections. No footing or foundation drains or other sources ol'ground water or storm water shall be permitted to enter the public sewer. Sewer inspection- should he 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 for water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If anv street must he cut a Senarale 6treet. curt Permit shall he obtained. APPLICANT NAME: R.L. GROCE RtL PAYMENT RECEIVED BY: FEES: $1,396.00 • b Regional Waste District 41 n s =t iLiLz >. ',k - Residential SANITARY SEWER PERMIT 00222 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type ---------- Final ----------------------- Subdivision Subdivision - Stanford Park -- -- ---------------- Section Number ------- 28 ---------------- 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 209 Address Number _ ------ --------- 13447 Street Cuppertino Ln City Westfield Zip Code --- ---- ------ 46074 ------------ - - - County ------------ --- -- - Hamilton ------------- Local Sewer Charge Plan Review and Inspection ------------------ Application Fee 5100.00 -------------------------- 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 fooling 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 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' Alrnew 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 R 917.14 ft -------- --- ------------ ------------ Grit Interceptor No Crawl Space- No First Floor Elevation 918.90 It .918.90 It Grinder Station' No Basement Yes Basement Elevation 909.90 ft 909^9o It --------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor F-3.3 1.76 Per Ordinance 9-13-99 and the elevations provided, the. substructure shall be plumbed by: Ejector Pump or Gravity 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 permitted. By signing below, I attest that I am familiar with the.District's specifications and agree to accept responsibilily for all work done under this permit. Builder/ Owner Signature `Phone Number v 7 Printed Name P. `, Approved "Permit Date 811712007 an - ndy-drFelbner;. Director of Administratron 3 Customer 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 within 300 feet for Hamilton.County or 106 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 prionto 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 Bcard'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, SIXINCH 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 engihe'er'prior to installation. 9. Where at ransition is made between SDR 35 pipe and pressuragrade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 1.0- 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 atihttp://%,N,rw.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 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 verity placementof 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 7124107' /C?k V/ V ibe 9cboeider carporaMrm 8901 ONa Jrmad Historic liort Harrison Ind6napolb, bedlam 4e21e-3037 917-628-7100 317-e18-7280 ru This Plot Plan Prepared For. R.H. of INDIANA Lot N 209 , containing 6,382 Stanford Pork Sec. 2B Instrument #200600049043 Plat Cabinet 4, Slide 126 S.F.t, in Hamilton County, Clay Township Sec. 29, T18N, RX 13447 Cuppertino Lane (50' R/W) Carmel, IN 46074 Prepared Date: 08/10/07 : By. AMA Proposed Buyer(s?Darrel J k Janet Forsman Community Restrictions: Side Yard = 3' Rear Yard = N/A Aggregate = 6' B.H. Zoning = R-2, ROSO Finished Floor Elevation Information Pad Grade = 916.7 per plan Pad Grade + 0.7' = Garage FFE (917.4 ) Garage FFE + 1.5' = Residential FFE'(918.9 ) Residential FFE - 9A' = Basement FE (909.9 Note : The garage finished floor elevation is 27' above the curb at the drive, per plan. Sidewalk to be placed online with property line, 5'from back of orb, p per plan. ? STIR / 741 TG917.94 PER.RECORD DRA AN i? `j -zJ, (S ?I F,n Ply ?t s Ub -l 3 6 Watering Note: 31131417441 This drawing is lased on construction plans or record drawings, lanbcope trehttedure and is not based upon a field survey. The Schneider Corporation G13 - >e does not warrant the accuracy or sufficiency of this information. Gedou Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should:be reported to The Schneider Corporation immed'wtely, falling to do Plot Plan Legend so results in the contractors assumption of all liablity. ® Protiosed Groclea Note: tr Wing ades '000.0? Contour Grade The basement elevation, depicted hereon, has been determined # Approx. Lateral location and based on the pad grades and/or contours taken from -0- Sanitary Sewer lima S r Urm R S ? the construction plans for this subdivision. Unless stated, no ue wbt er U nees information about fluctuating water tables, sol conditions, or - - - - Sub-Stifoce Droin lies soil types has been provided or stated In said plans. This lot O Manhole (Sanitary er Storm) is located near a body of water. Lot or soft conditions may ( ) ? Wet St m) require that the basement floor elevation be held 2 foot D End Section (Storm) ( above normal pod elevation. Site investigation may be A Fire Hykmt needed If water is encountered during the excavation process - • • • - ... - Flow Line of note or If other known water elevation or sail conditions are present Investigation and any remedial procedures is at the discretion of the builder to determine and take appropriate Note: Sanitary Sewer steps of action. If any ground water is encountered during Top of Casting Information excavation the budder is encouraged to contact The Schneider Upstream, Manhole, TC=915.53 Corporation to discuss possible courses of action. Downstream Manhole, TC=917.94] per record drawing UPSTREAM SANITARY d NOTE The upstream sanitary manhole T.C. elevation shall be no less than one foot (1'-0') below residential F.F.E Note: The contractor is to maintain )a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Ground Cover Calculations: Drive = 496 SFt Public Walk =145 SFt Private Walk =49 SF3 Hydmseedng =n/o SFt Sod =409 SY± , ent Ire yard. Note: Builder to ensure positive drainage away from structure(s). Note: Sump pump(s) to be placed by builder as needed. LOT # 209 VB # 07.0078388 o?o Assumed North Scale: 1• = 30' ?I r I CD I ,era, I 141.77' I f _o rri I I 915.1 43 y a, ? 16 6458' 1 z<8 y Q n - I >` 2i l I f J I O 8 39.4 0 915 :0 1 z = I Iri ?j? 8 915.5 ? J i, ? 04 I a 0. N W C:L ?- '? 51.5' N . - r I ZD U I S 914.9 1915.4 °- ? t 5111..,! 742 r: p I , ? o OC) o I Ifr n I? r0=„5,53 " • a PER RECORD DRAWING FLOOD HAZARD STATEMENT CERTIFICATION 9GNAMiE: OATE• S0303 , e. STATE OF F ? 5 C "AMA RITRE.EM CpfWTON OF RECEFT OF PLOT PUN BY =T0110L OI Ar'•P•. ' Note: This drawing is not intended to be represented as a retracement or rt?ICa SWALE SECTION rr!!iG/l/pIDIIIII1N111tv???\\\ original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement The accuracy of any flood hazard data shown on this report is subject to map stole uncertainty and to any other uncertainly in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT LIE within -1 that special flood hazard zone A as said land plots by scale on flood insurance rate map 118057C 0205E for the City of Carmel, Indiana (maps dated February 19, 2003).