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Home My WebLink About07100012 Sewer/Water Permit/sCITY OF CARMEL Item. 1 of 1 PERMIT RECEIPT OPERATOR: COPY # . plux 1 f 1 Sec:20 Twp:18 Rng:03 Sub:TRH Blk: Lot:5 PARCEL ID ........: ZTRH5 DATE ISSUED.......: 10/03/2007 RECEIPT #.........: 26419 REFERENCE ID # ...: 07100008 SITE ADDRESS .....: 14218 BRANDT LN SUBDIVISION ......: TRAILS AT HAYDEN RUN, THE CITY .............: WESTFIELD IMPACT AREA ...... OWNER ......... ... : ARBOR HOMES, LLC ADDRESS ....... ... : 6666 E. 75TH ST., {#400 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46250 RECEIVED FROM . ... : ARBOR HOMES, LLC CONTRACTOR .... ... : LIC # XJDHCON COMPANY ....... ... : JDH CONTRACTING ADDRESS ....... ... : 8109 NETWORK DR. CITY/STATE/ZIP ... : PLAINFIELD, IN 46 168 TELEPHONE ..... ... : (317) 839-0520 FEE ID NIT 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 ---------- ------ 1396.00 ---- 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ------------ -- - ----------------- --------- CHECK 1396 --- .00 - -- 07100008 TOTAL RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP J. F4 i WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZTRH5 LOT & SUBDIVISION: 5 TRAILS AT HAYDEN RUN, THE ADDRESS OF CONSTRUCTION: 14218 BRANDT LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ARBOR HOMES, LLC CHECK #: 07100008 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax M Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Permit #: 07100008 Date: 10/0312007 Notesluonanions: LOT 5 THE TRAILS @ HAYDEN RUN, 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 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 B' diameter. All installations shall be "open trench" insuected and approved by the Carmel Sewer Department before any backbiting is done. Non- compliance may result in digging up the sewer installation and/or 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 server. 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 most he cur_ a separate street cm. nermit shall be. obtained. APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY-,.? FEES: $1,396.00 -- II k Regional Waste District Residential SANITARY SEWER,PERMIT 00609 INDIVIDUAL LOT/ EXISTING BUILDINGS ` Permit Type Final Subdivision Trails_at Ha_d_e_n_ -Run Section Number 1 Lift Station ---------- 23 126th Street station -------- --------------- -- Treatment Plant ------- MIX ---------- Builder - ------------ Arbor Homes ----------------------- ___ Phone Number ------- ; 317-842-1075 ----------------- -- ----- Parcel Acreage ------------ ------- ------------ EDU in Gallons 310 Lot Number 5 Address Number -14218 Street Brandt 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 Invoice Number 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 bycontacting 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 c ;,r when water is connected, whichever comes first. The building has: USMH THR-806 THR-805 DSMH Grease Trap No Slab Foundation No Lid Elevation 920.88 It 920.02 ff _--__- _--_-_ - - -_-- --------------- --------.--r Grit Interceptor --- No ----- Crawl Space ----- No ----- First Floor Elevation 921.90 ft ---------- 921.90 tt? --------- Grinder Station No Basement - Yes Basement-Elevation 911.90 ft 1 911:90 ft1 Calculation is based od both Manhole Lid Elevations and the elevation of the.First Floor 1.02 1_08 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. 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,-Fattest that lam famili wthe ' trio's' cifications and. agree to accept responsibility for all work done under Builder / Owner Signature L Phone Number -?)JLA Printed Name _Q ??'P? Permit Date 10/212007 Revised 7!26107 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 failsto 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 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) B. 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 B:OOa.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 ttie.sani1ary seweF system 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours priorto 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 7124/07 She 8chneldr Corporation 8801 DUB Arsine Hie= Port Herrltoa 7adlypepaH" hidiena 462Le-10.97 917-826-7100 817-826-720) VAX This Plot Plan Prepared Far. Arbor Homes Lot # 5 , containing 14,406 S.F.t, in The Trails at Hayden- Run Sec. 1 INSTR. # 200500069468 Clay Twp, Hamilton County Sec 20, T29N, R3E 14218 BRANDT LANE (50'R/W) Westfield, IN 46074 Prepared Date: 08/08/07: By. KAG Community Restrictions Side Yard =3' min. Rear. Yard = N/A Aggregate = (B.H.) ARBOR HOMES Pod Grade = 920.4 per celc. Pad Grade + 1.0' = Garage FFE (921.4 ) Garage FFE + 0.5' = Residential FIFE (921.9 ) Residential FIFE - 10.0 = Basement FFE (911.9 ) Driveway Slope = 5.1% Note : The garage finished floor elevation Is 2.0' above the curb at the drive, per plan. GROUND COVER CALCULATIONS: Drive = 928 SFt Public Welke =33 SFt Private Walk =77 SFt Seeding = 8,289SF-- Sod = 3,056 SFf , even with the rear of house. Note: linvpearbIg this drawing is based an construction plans or record drawings, Sur-Thas and is not based upon a field survey. The Schneider Corporation landmape Architactar° Gig - S does not warrant the accuracy or sufficiency of this Information. Gig - or Contractors should verify edsting conditions prior to. any construction. Any discrepancy found on this drawing,should be reported to The Schneider Corporation immediately, failing to do so results In the contraators assumption of all liability. Plot Plan Legend FO-0-0,7 000.0 Proposed Grades Ezdstkig Grades Note: The basement elevation, depicted hrem, has been determined end based or -000 0 Centaur Grade the pod grades and/or contours taken from the cenatructon plans far this i . * Approx. Lateral Location subdlvscn. Unless stated, no information about fluctuat ng water table, sod 6 8 Sanitary Sewer lines conddons, or sol types has been provided or stated an said plans This lot - ? Storm Sewer Lines e er is located near a body of water...ot or sol conditions may require that the - v - w Lines Water Service basement. flan elmilon be held 2 foot above normal pod elevation. Site Investigation may be needed 0 water is encountered during the sxcavotir - - - - SubSurface Drain lines process or If other known water elevation or sots conditions are present. • Manhole (Sanitary r Stone) Investigation and any remedial procedures is at the discretion of the builder ® Beehive Inlet (Stone) to determine and take appropriate steps of action. It myngrcund water is ® Curb Inlet (Storm) encountered during excavation the bulder Is encouraged to contact The D End Section (Storm) Schneider Corporation to disam possible course of action. Fire Hydrant - _ • _ - - > • - Flow Line of swale NOTE: Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=920.68 Downstream Manhole, TC=920.02 per record drawing. Note: fie contractor Is to maintain a minimum distance of ten feet (10? between the sonitry sewer and water line laterals Note: Buidr to ensure positive drainage away 'van structure(s). 15' D.U.&S.E SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. nt. M,KW 70=920.66 PER RECORD LOT # 5 VB # 07.0078336 0 o?o Assumed North Scale : 1• = 30' z 5 a v 0 m n w=elLAN I IPER PLAN I , I - I r- 16 a I -------- -15'D. U.&S.E-L 28.1'0 I I 34.33' 38.7 - a e ml II ' _ Y, Z ?I 70.0 I 7.00 S 2 m I 1 g g 200 ' 7. 2.00 ? 69.0 I F q ?r ? d 00 II i ' 3 1' 1.6 O N 0. QL.;k I I 4 rwy / 1 M 1 h I 'r-------------------- J J ^ 1 ti¢ I W i.l Q Note: Per Cormel zoning ordinance 26.1.1 : The residential district remits height to twenty-fire feet (25?1, however a dwelling may be Increased in height to thirty-five feet (35') provided the side and rear yards are increased an additional one foot (1) far each one foot (1') the structure exceeds the first twenty-five feet (25) in height A . 4 OPE 4'1 TYPICAL SWALE SECTION This drawing is not intended to be represented as a retracement or oricinci boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement: The cemroey of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertanty in location or elevation an 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 rote map 118057OD205F for Clty of Carmel, Indiana (maps doled February 19, 2003). REASON E1 ADDED 3RD CAR BAY V307.0080695 09/27/07 - KAG W IN > Z I 5 p' Q I ER PLAN J I I I o qGG "i S T Q I ? IC r of I ?- 1 1 D•10.0? 1? c 16 300' wya B-B 1 3 FLOOD HAZARD STATEMENT CERTIFICATION N0. S0303 STATE OF !.? •'•rA'DIANP'?.tJ yD"•..S URV??