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Home My WebLink About08010120 Sewer/Water Permit/s00784 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number Parcel Acreage EDU in Gallons Invoice Number 310 Lot Number 159 Address Number 3457 Address 2 Street Modesto Ln 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 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. All new construction will be placed on billing two months after connection has been made or when water is connected, whichever comes first. The building has: USMH SFPIL-729 SFP1-728 DSMH Grease Trap No Slab Foundation No Lid Elevation 915.26 ft 916.27 ft Grit Interceptor No Crawl Space No First Floor Elevation 917.20 ft 917.20 ft Grinder Station No Basement Yes Basement Elevation 908.20 ft 908.20 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor I 1.94 0.93 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump 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 is By signing below, I attest that I am familiar with the Qistri s pecific ns and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature Phone Number Printed Name Permit Date 1129/2008 Revised 112/06 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Final Stanford Park 2A 23 126th Street Station MIX Ryland Homes 846-2783 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 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. 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE 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 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 8:00a.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 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 10109/07 Rle I Schrx?dw This Plot Ran Prepared For. Lot # 159 , contoining 7,800 Stanford Park Section I 2A INSTR. 1200600014565 PC 4, We 42 Clay Up, Hanliton County Sec 29, TI SK RX y/V J_ Y?-zy?2 The Schnefda Corporation konesrly 8001 Olio Aanus Stv 01111 mstoria Fort Harrison Leadocape krowteotare lndienspolle Indesna 40216-1037 GIS - 121 317-820-7100 Gedsp 317-826-7200 FAX R.H. of In S.F.t, in A.- Modesto Lane (50'R/W) Call Permits roue piu of Klclt r)06_ 137 U ® Proposed Grades 000.0 Existing Grades r 000.0 Contour Grade ?k Approx. Lateral Location ti Sanitary Sewer lines n Storm Sewer Lines v Water Service Lines - - - - Sub-Surface Drain Lines • Manhole (Sanitary or Storrs) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, falling to do so results in the contractors assumption of all liability. Note: Per Carmel zoning ordinance 26.1.1 The residential district limits height to twenty-five feet (25), however a dweWmg may be increased In height to thirty-five feet (35) provided the side and rear yards ore increased on additional one foot (1) for each we foot (1') the structure exceeds the first twenty-five feet (25? in height p 02mele IN 46074 D End Section (Storm) Note Ak Fire Hydrant The basement elevation, depicted hereon, has ?S Prepared Dote: 04/05/07 : By. AMA Flow Line of swale been determined and based on the pad Proposed Buyer(9)' Meyyappon Noroyanon Building Line (BL / BSL) grades and/or contours taken from the - - - - - - - Easement Line construction plans for this subdivision. Unless stats4 no Information about fluctuating water Community Restrictions: tables, sad conditions, or sal types has been Side Yard =3 m Nate: Sanitary Sewer provided or slated an said plans. This lot Is = Niin. Information Note: Builder to ensure located near a body of water. Lot or soi Rear Yard N/A Top of Costing (B.H.) Upstream Manhole, anon positive drainage away ca'diltons may require thot the basement Aggregate = 6 Downstream Manhole, TTC= C=915.26 .27 from structure(s). %oor elevation be held 2 foot above normal o drawls pod elevation. Site investigation may be R.H. of Indiana per record g needed N water is encantered during the Finished Floor Elevation Information excavation process or N other known water Pad Grade = 915.0 per plan Note: elevotim or sob conditions are present. Pod Grade + 0.7' = Garage FFE 915.7 The contractor b to maintain a minimum l Nvestigatkn and any remedial procedures is ( ) g distance of ten feet (10') between the at the discretion of the buider to determine Garage FIFE + 1.5' = Residential FIFE (917.2) STR# 729 and take appropriate steps of action. If any Residential FFE - 9.0' = Basement FFE (908.2) sonitry sewn and water line laterals TC=915.26 ? ground water is encountered during exeevetion c. PER RECORD the bulder to encouraged to contact The DRAWING Schnelder Corporation to discuss possible Note : The garage finished floor elevation s courses of action. Is 1.5' above the curb at the drive, per plan. t t 914 ... STR.J 72es Ground Cover Calculations: TC.91&27 ? Drive = 513 SFt PER RECORD Lot 159 Public Walk =244 SFt nRAVARIG -----r ----- Private Walk = 56 SFt Hydroseeding = 2,541 SFt Sod = 320 SYt , from Rear of residence. Optional Sod Package Hydroseeding =975 SFt Addl. Sod Pkg.=174 SYt, to Rear easement. Sidewalk to be placed 1' from property line, 4' from bads of curb, per plan. LOT 160 MODEL- STERLING C REHSION 1 NEW HOUSE V90&0064903 POj29-44881 1-23-08 SKN is ••t ° TYPICAL SWALE SEcnoN This drawing is not intended to be represented as a retracement or oriainol boundary survey, o route survey, or o Surveyor Location Report. Flood Hazard Statement: 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 LIE within that special flood hazard zone A as said land plots by scale on flood insurance rate map w 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003), SIGNATURE : DATE SIGNATURE REPRESENTS CONFIRMAAON OF RECEIPT OF PLOT PLAN BY CUSTOUER. Vb07.0071426 LOT 158 NO E)0S11NG RESIDENCE Note: Sump pump(s) to be placed by bulder as needed. HAZARD STATEMENT CERTIFICATION T CITY OF CARMEL Item: 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # 1 Sec:20 Twp:18 Rng:3 Sub:STP B10 2A Lot:159 PARCEL ID ........: ZSTP159 DATE ISSUED.......: 01/29/2008 RECEIPT #. .. .... 27302 REFERENCE ID # ...: 08010119 SITE ADDRESS .....: 3457 MODESTO LN SUBDIVISION ......: STANFORD PARK CITY ............. : WESTFIELD IMPACT AREA ...... OWNER ............. RYLAND HOMES ADDRESS ....: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS CITY/STATE/ZIP TELEPHONE .... RYLAND HOMES LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 (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 PERMIT ---------- - 396.00 --------- 0.00 ---------- 1396.00 - 0.00 METHOD OF PAYMENT AMOUNT NUMBER -------- - ------ ----------------- - CHECK ----------- 1396.00 -- - 14217 - TOTAL RECEIPT ----------- 1396.00 41y of LAp4f CITY OF CARMEL / CLAY TOWNSHIP WATER/ SEWER PERMIT /RECEIPT ?NLJKP.. PARCEL ID #: ZSTP159 LOT & SUBDIVISION: 159 STANFORD PARK ADDRESS OF CONSTRUCTION: 3457 MODESTO LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 14217 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWERNVATER PERMIT Permit #: 08010119 Date: 01/29/2008 Notest :onaitions: LOT 159 STANFORD PARK, WATER PERMIT " NO NOTES the building 8r. Sewer Shall be pvc sewer pipe meeting ASTNI 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 2 321 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(a), and sections P3008.1 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 any backtilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits andior 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 for water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he cui. a separate sheet cut permit shall he nhtained. APPLICANT NAME: RL GROCE PAYMENT RECEIVED BY: FEES: $1,396.00