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Home My WebLink About08010014 Sewer/Water Permit/sResidential SANITARY SEWER PERMIT 00764 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number Subdivision Heather Knoll Address Number Section Number 1 Address 2 Lift Station 23 126th Street Station Street Treatment Plant mix City Builder r ? M/l Homes Zip Code Phone Number 317-896-5281 County Parcel Acreage EDU in Gallons 310 Invoice Number 39 14249 Camden Ln Westfield 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 HK-709 HK-706 DSMH Grease Trap No Slab Foundation No Lid Elevation 917.54 ft 916.98 ft Grit Interceptor No Crawl Space No First Floor Elevation 918.80 ft 918.80 ft Grinder Station No Basement Yes Basement Elevation 909.80 ft 909.80 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.26 1.82 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 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 Builder / Owner Signature agree to accept responsibility for all work done under this permit. Number Printed Name / X, 1- ( e q- G? Approved Permit Date 118!2008 Revised 112108 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 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 femco'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:l/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 10/09/07 C1.4 Schnekler ?M Schneider Coryrmatim Ro111-11 os 49th Olio Amine Sm -7 I1111toric Fart Rerrinao Iwadrnpe Ardallwlmm lsdlwpollk iodise 41421fl-1037 GM - U4 317-826-7100 GadaII 317-406-7200 FAX this Plot Pion Prepared For MA Names Lot # 39, corltaining10,194 S.F.±, in Heoll1w Kind Section f 1 Instrmnent X5000030#5 P.C. 3, Side 560 Clay Torrlship, Hamilton County SEC 20. T18K RUE 14249 Camden Lane Westfield, IN 46074 Prepared Dote: 01 /04/06 Community Restrictions:. Side Yard = 3' min_ Aggregate = 6' B.H. Zoning S1 ( 50' R/Mll) By. AMR Plot Plan Legend ® Proposed Grades SKI) Existing Grades __000,0- Contour Grade ?}e Approx. Lateral Location -5- Sanitary Sewer Lines ?t17 - Storm Serer Lines - w Water Service Lines - - - -- -- - - Sub-Surfoce Drain Lines 0 Manhole (Sanitary or Storm) 40 Beehive Inlet (Storm) ® Curb Inlet (Storm) r? D End Seclim (Storm) Ak Fire Hydrant - . P a - o o a - Flow Lirie of scale Building Line (8L / BSL) ------ - Easement Line MA HOMES Pad Grade = 918.1 per plan Pad Grade + 0.2' = Garage FFE (918.3 ) Garage FFE + 0.5' = Residential FFE (918.8 ) Residential FFE - 9.0 ' = Basement FFE (909,6 ) Driveway Slope = 2.8% NOTE: GARAGE F.F.E. IS PROPOSED TO BE 1,0' ABOVE CURB AT DRIVEWAY T.B.M. Nate: SanitQy Sewer Top of Casting Information Upstream Manhole, TC= 917.54 Dowrslreem Manhole, TC= 916.98 per record drawing 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 an this drawing should be reported to The Schneider Corporation immediately; foling to do so results in the contractors assumption of all liability. Yale: the basement de+iotion, depicted hereon, has beer delermned and based on the pad grades and/or contours token from the eanstinudim Oam for this subdriWon. Mass stated. no information about fhictuoling water tables, sal conditions, or soi types has been provided or stated an said plans, This W is located now a body of water. Lot or soil conditions may require that the bse rre nt flaw eleaution be held 2 foot above normal pool devaliom Sale Investigation may be needed if We, is oxweitred dump the eseawtion process or li other know water devotion or moils conddans am present. Inatsligotion and any, rane[Fa1 procedures is at the tkoetim of the Wider to detem9ne and take appropriate steps of o tion- If day grcurnd water is encaunlered during eccavatim the builder is encouraged to contoe the Schneider Corporation to discuss pomble courses of an:tk9rn. NOTE. SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. Note: Builder to ensure positive drainage away from structure(s). LOT # 39 Vk .0084488 Assumed North Scale : I, = 30' GROUND COVER CALCULATIONS: Drive = 632 SFt Public Walk = 247 SFt Privote Walk =nJo SFt Seeding =5,603 SFt Sod =309 SYt, from front of residence. f Note: The contractor is to maintain o minirnum distance of ten feet (16) between `the sanitary sewer and water line lauds r / - 61 "4 9-e FLOOD HAZARD STATEMENT CERTIFICATION 50303 STATE OF A° This drawing is rol int ded to represented as a retrocement or original boundary survey, a route survey, or a Surveyor Location Report. Rood Hozord Statement The accuracy of ply flood hazard data mown on [his plot plan is subject to map scale uncertainty and to any other uncertainty in location or devotion on the referenced flood isurance role map (FIRM). ALL of the within described land DOES NOT LIE within that special flood hazard zone "A", as sold land plots by scale on Community Map Panel J 1800610MIC of the flood insurance rote maps (FIRM) for Hamilton County, Indiana, Dated May 19, 1981. 10' 1 ,gr, F 18.2' X/ , 4: y SLOp? ° A° ? S?ppE TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EAI FOOT SUCH STRUCTIN EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:20 Twp:18 Rng:03 Sub:HEK Blk:l Lot:39 PARCEL ID ........: ZHEK39 DATE ISSUED.......: 01/08/2008 RECEIPT #.........: 27141 REFERENCE ID # 08030016 SITE ADDRESS .....: 14249 CAMDEN LN SUBDIVISION ......: HEATHER KNOLL CITY WESTFIELD IMPACT AREA ...... OWNER ............. M/I HOMES ADDRESS ..........: 8500 KEYSTONE CROSSING CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS ...... CITY/STATE/ZIP TELEPHONE .... FEE ID UNIT QUANTITY ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT : AMOUNT ------------ 1396.00 -----1395.00 M/I HOMES LIC # XRTMOOR R.T. MOORE CO., INC. 6340 LAPAS TRL INDIANAPOLIS, IN 46268 (317) 291-1052 OPERATOR: vdolan COPY # : 1 AMOUNT PD-TO-DT THIS REC NEW SAL ---------- ---------- ---------- _---------- 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ----------- 1396.00 0.00 1396.00 0.00 NUMBER ------------------ 14959 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT .. iNtfI0.N,•' PARCEL ID #: ZHEK39 LOT & SUBDIVISION: 39 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14249 CAMDEN LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: MII HOMES CHECK #: 14959 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special NoteslConditions: LOT 39 HEATHER KNOLL, WATER PERMIT * NO NOTES * Permit #: 08010016 Date: 0110812008 The building 8c 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 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. Al installations shall be -`open trench" inspected ?inrd approved by the Carmel Sewer Department before any backfillinE is done, Non- compliance may result in digging up the sewer installation and-tor denial of future setiver 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 mnct he em- 9 senarale street cut nermit shall be nhtain.ed_ APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00