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Home My WebLink About07120061 Sewer/Water Permit/sCITY OF CARMEL vvvi Item i of 1 PERMIT RECEIPT ! OPERATOR: vdol'an r COPY 4 1 Sec:29 Twp:18 Rng:03 Sub:ASE 31k: Lct:39 PARCEL ID ........: ZA3B39 DATE ISSUED.......: 12/13/2007 RECEIPT 4.........: 27001 REFERENCE ID # ...: 07120060 SITE ADDRESS .....: 12750 TRUMAN CT SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ...... OWNER ............: SILVERTHORNE HOMES ADDRESS ..........: 6666 E 75TH STREET 4400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM ....: SILVERTHORNE HOMES CONTRACTOR .......: LIC # XWILWAT COMPANY ..........: WILSON WATER & SEWER ADDRESS ...: 3015 S CHASE ST CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46217 TELEPHONE ........: (317) 786-6247 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW PAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- 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 0005341 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP N WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZABB39 LOT & SUBDIVISION: 39 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12750 TRUMAN CT CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005341 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR Snecial Notes/Conditions: SEWERNVATER PERMIT Permit #: 07120060 Date: 12/13/2007 LOT 39 ABERDEEN BEND, WATER PERMIT ' NO NOTES' The building & Sower Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting AS"I :?l 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 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 he "opens trench" inspected and approved b v the Carmel Sower Department before anv backfilline is done. Non- compliance may result in digging up the sewer installation ancuor 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 saver. Saver inspection- should be revue fed at (3171 s71-2643 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 installine saver (or water) lines shall have a plumbers bond posted with the C11 Y ENGINEER'S OFFICE:. If arty street must. he cut- a senate street cut nemiit. ¢hall he ohtaincii APPLICANT NAME: JOSCELYN ZELLERS PAYMENT RECEIVED BY: FEES: $1,396.00 rtesiaenttal 00736 Permit Type Final. ------- - -------------------------- Subdivision Aberdeen Bend Section Number -------------------------------- Lift Station 23-126th-Street Station Treatment Plant MIX Builder ; TV ifr4hor ne- ----- ----------------- Phone Number f o?') 9-7S Parcel Acreage ----------------------- ---- EDU in Gallons 310 Invoice. Number SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Lot Number 39 Address Number 12750 Address 2 Street ------------------ Truman Ct ---------- - -- - City -------------------- -- - Carmel --- Zip Code ----=----------- 46032 --------------- - County ------------------- Hamilton ------------ ------- Local Sewer Charge ------------------ ------- Plan Review and Inspection Application Fee $100.00 EDU Fee $1,6-5-0..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. Alfinstallations shall be inspected by District personnet during "open trench" phase and before backfilling. with stone to twelve inches above the pipe. NO footing•or foundation I drains, or other sources of ground orstormwater, 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 six months after connection has been made or when water is connected, whichever comes first. Tlie building has: USMH ARB-112 ABB-iii DSMH Grease Trap ------ No ------ Slab Foundation -- No ------ Lid Elevation 914.29 it --------------- 911.2 It ---------- Grit Interceptor -'--- No ---"- Crawl Space ---- No ------ First Floor Elevation 915.80 ft ---------- 915.80 ft ----------- Grinder Station. No Basement Yes Basement Elevation 905.80 ft 905.80 It Calculation is based on _both Manhole Lid Elevations and the elevation of the First Floor _ 1_51 4.60 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 -havebeen made. shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Permit Terms: All conditions have been met Connection to the sanitary . sewer i's now CTRL .JD .By signing below, I. attest that I Builder I Owner Signatun Printed Nam ApprovedB msibilityfor all work done under this permit. Number 3 -1y 1 l Permit Date 12/13/2007 Revised 7125107 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 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 testis required to show if acceptable for re-use. The,property owner shall bearthe 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 femco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. PRIVATE GRINDER PUMPS ACCEPTABLE PIPE.MATERIAL: HDPE DR11 with Compression Fittings, Mechanical orElectrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100.FEET APART. T: 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 beinstalled 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 feel 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'/lwww.ctrwd,orgl. , 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.ihe 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 Schneider corporation bonalmi m ?:.. 11801 oue ismae SOWN Historic Port Hurleoa landscape & hit ,oun, IodlmapoHe, hhaoe 18216-1037 0 •119 917-1126-•7100 aecloo w? 917-828-7200 Pit sdTle This Plot Plan Prepared For Silverthome Homes Lot # 39 , containing 15,840 S.F.t, in Plot Plan Legend Aberdeen Bend Subdivision Proposed Grades 1 000.0 swum j -000.0 Existing Grades Contour Grade INSTR. # 200500066134 * Approx. Lateral Location Book 3, Page 739 - C - Sanitary Sewer Lines -try Hamilton County, Clay Township - v - Storm Sewer Lines Water Service Lines 12750 Truman Court (W R/W) - - - - - - - Sub-Surface Drain Lines Carmel, IN 46032 ® ® Manhole (Sanitary or Storm) Beehive Inlet (Storrs) Prepared Date: 11/30/07 : By, AMA ® curb Inlet (Storm) Community Restrictions: Side Yard = N/A Rear Yard = 25 Aggregate = 30' Zoning - St Slverthome Homes Pad Grade = 914.3 per plan Pad Grade + 1.0' - Garage FE (915.3 ) Garage FFE + 0.5' = Residential FFE (915.8 ) Residential FFE - 10.0 = Basement FFE (905.8 ) Driveway Slope = 6.2% Note : The garage finished floor elevation is 23' above the curb at the drive, per plan. Ground Cover Calculations: Drive =1,304SFf Public Walk =294 SFt Private Walk =221 SFt Seeding = 4,332 SFt Sod = 7,627 SFt , to the rear of home. D End Section (Storrs) All. Fire Hydrant - • _ • - • • • -Flow line of swale Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=913.90 Downstream Manhole, TC=911.20 per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. 722.2 w 6 1 i 41.9' 33.1' co@ W M a:; I ? ?I 0 ° 15' U. der D.E •, Note: Builder to ensure positive drainage away from structure(s). NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. 1 w 25.0' i I fli 2 172.17' This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a Surveyor Location Report. FLOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertalnty in location or elevation on the referenced flood Insurance rate map. ALL of the within described land DOES NOT DE within that special flood hazard zone A as said land plots by scale on community-panel / 180080 0205F of the flood Insurance rate maps for Carmel, IN (maps dated Feb. 19, 2003} 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 The basement elevation, depicted hereon, has been determined and bawd on the pod gradee and/or contours taken ham the construction pens far this subdivision IAdess staled, no I'lormatlan about fluctuating water tables, wall candltims, ar sell types has been provided or slated an said pans This lot is located near a body of water. Lot or sok conditions may require that the basement Aoar elevation be held 2 foot abase normal pool dsatlon. Site Investigation may be needed if water b encountered during the excavation process or N other known rater elevation or ads conditions ore present Investigation and my remedial procedures 6 at the discretion of the builds to determine and take appropriate steps of action. If my ground water Is enaamlered during ecamation the budder is encouraged to contact The Welder Corporation to discuss pwe3ie courses of action. LOT# 39 Vb07.0083472 o?o Assumed North Scale : 1' = 30' MH/ ABB 111 TC= 911.20 PER PLAN y I ::D II PER PLAN O U 1zo' 36.0, Q tz i- 50.0' R/W 61 a m •6?, s ?o•? 1a.6T ' < (* ?F `? ? • \ \ A89 112 TC-913.9C PER PLAN u VARIABLE WIDTH Iq L.S.E. 10' U. d: D.E. M L DEC, FLOOD HAZARD STATEMENT CERTIFlCATION `?\` • "`SIL7•EaVf G °'.. S0303 STATE OF ,