The URL can be used to link to this page

Home My WebLink About07110074 Sewer/Water Permit/sCITY OF CARMEL Item 1 of i PERMIT RECEIPT OPERATOR: nlux copy ## : 1 r Sec:20 Twp:lo^ Rna:3 Sub:STP B1k:2A Lct:165 PARCEL ID ........: ZSTP165 DATE ISSUED.......: 11/16/2007 RECEIPT #.........: 26803 REFERENCE: ID ## ...: 07110073 SITE ADDRESS .. ...: 3420 MODFSTO LN SUBDIVISION ... ...: STANFORD PARK CITY .......... ...: WESTFIELD IMPACT AREA ... ... OWNER ......... ...: RYLAND HOMES ADDRESS ....... ...: 9025 N. RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM . ...: RYLAND HOMES CONTRACTOR .... ...: LIC # XA-1SUP COMPANY ....... ...: A-1 SUPERIOR EXCA VATING ADDRESS .. ... ...: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ..... ...: (317) 898-0767 FEE ID ---------- ---- UNIT QUANTITY --------- --------- AMOUNT PD-TO-DT THIS REC NEW BAL USFWATCONN FLAT RATE - 1.00 ---------- ----- i3i0.00 ----- - 0.00 --------- 131040 ---------- 0 00 U4ATERTAP FLAT RATE 1.00 86.00 0.00 36.00 . 0.00 TOTAL PERMIT ---------- ----- 1396.00 ----- - 0.00 --------- - 1396.00 --------- 0.00 METHOD OF PAYMENT AMOUNT ----------------- NUMBER CHECK ---------- 1396. -- 00 ---------------- 13956 -- TOTAL RECEIPT 1396. 00 Regional Waste District Residential 00705 SANITARY SEWER PERMIT ' INDIVIDUAL LOT,/ EXISTING BUILDINGS Permit Type Final - --- Subdivision -- - --------------- Stanford Park ----- Section Number Lift Station ----------- ------- 23-1-26th-Street Station, Treatment Plant MIX Builder RYland Homes 'Phone Number - -------- -' 846-2783 ------------------ ------ Parcel Acreage. EDU'in Gallons 310 Lot Number ----------------- ?--- 165 Address Number -- --- ------ ---- 3420- Street ---- Modesto Ln -- City ---------------------- ----- Westfield Zip Code, - ------------------ - 46074 ---- County _ - --Hamilton- Local Sewer Charge Plan Review and Inspection Application Fee _ $900.00 EDU Fee --------- $1 65 0.00 ---------- 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 by contacting the District's office at 644-9200 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. The building has: USMH SFP-736 SFP1-729 'DSMH Grease Trap No Slab Foundation Yes Lid Elevation 917.29 it 915-26 it - -------------- --- - Grit Interceptor No Crawl Space No First Floor Elevation 917.10 ft 917.10 ft Grinder Station - No Basement No Basement Elevation --- ------ - ---- ------ ----------- Calculation is based on both Manhole Lid E/evaBOnsand the elevation of the First Floor - ?, Per Ordinance 9-1399 and the elevations provided„the substructure shall be plumbed by: NotApplicable The District reserves the right to inspect all sump pump connections to ensure. no illegal connections have been made l 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. i C lrnK/ , By signing below, I attest that I am familiar with the District's 's dfications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature 7 jc.riA -?Y Phone Number Printed Name l - cyco CC Approve -y Permit Date 11/16/2007 ?' ---- ? er Se e 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'ofthe 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 beinterconnected 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; porcti.oCpaved.driveway. Air testis required to showif 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 lhe,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, aseptic 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 DR11 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. Number8 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 speci(rcations maybe 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 athftp:/A wm.ctrwd.brg/. 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 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 1010967 11ABa717' NOTE We dveiq is bosW on conbucum pNu r,rdoon! draring'aw Is not bond upon o edd runty. ; The Sdurlds'CcipoMlon.lop not errant the acaracy or wf ckrxy of Ws,tilanmtlatc tCntradae dcdd wafy edMn tandDaa prior to my.camWdlom Any dwaepancy found on this draviq. dw.W;be'Ihme®ddy ra WW to TN WvAWr Capudlm. FaDnq to do'eo sa,readt In the cantnx;W3 assenpuon of o1 Holy. Note: Buller to mauve { MO E podtM &dnogs may Cont xta to mohlolo a ban etruCk"(e). maunx n dnmce of ton feet (10'-n between water and sanitary latwda CITY OF CARMEL NOTE In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased In height to thirty-five (35), provided the side and rear yards are increased an additional foot for each fool. such structure exceeds twenty-five (25) In height. (Per Carmel Zoning Ordinance 26.1.1) - - - - - z o _ Feld ew Community Resticlie o - Side Yard =N/A Rear Yard = 20' Aggregate - 10'(B.H.) _ Zoning = St . Finished Floor Elevutionlnfonnation' Pad Grade =915.9. , per plan Pad Grade + 0.7'.= Garage 41 (916.6 ) Garage FFE +7,0.5`.,=,Residential FFE (917.1 ) Ground Cover. Calculations: Drive „=513 ' SFt Public Walk:=209__i SF:f Note: The garage finish floor elevation is 1.4' above the curb at the drive per plan. Sidewalk to be placed 1' from property line, 4' Tom back of curb per plan. Ff: to Note: Sanitary Sewer. Top of Costing Information Upstream' Manhole, TC=917.29 Downstream Manhole, TC=915.26 per record drawing Lot # 165, Vb07.0082682 Street access ramps to be installed in accordance with ,municipality requirements. 914.9 ."-- I 53.6' 7YFNCAL SWALE SECTION Call Permits Plus for PIU 928-6447 or Rick @ 5064376 58.00' 10' LM.E 0' D.E. 914.7 - - OPTIONAL SOD PACKAGE 49. 915.4 f 1 f 0 C7 0 N 6'x4' I 0 10 20 30 SCALE 1' = 30' SOD FRW&USr I Tot I? TWO CAR SLAB GARAGE 19.67 $ PORCH Sr--P 1 - SRt 4 729 Rk915.26 - - - PER RECORD /J I 28 DRAN4M®. /t r S ?P ? 20D.U.4S.S.E. ?s ?Qnn $? ANE TBN-915.2 LRaLLD?B I MC _ PER PUN _ 30.0' - 915.13 B-B 915.: MODEST07LANE 9CNATURE : DATE SGNATIE XO COWMA710N OF RECEIPT OF PLOT PUN BY CUSf601. I certify that the pfm dwm Woo won mpasd tar N Wmfit of the pw*s i ddted'hereon ond N Um mpxe.of obtabi g a val6entid casbuction pemdi ail, It Is my apidm the N ae prcgond fnfdwd grodo;an ometww?a dwm-Me wnfooe droigpe.on . the reject lot A a ntWodory for reddmtici crosWCtlm. - The pin rot caaphd bash onEmmmta p @ixx by.oMn and The Sdavldw,Capwauon awsanm no Wily tar the omexy cmrpletmen or acceptance of these doaanmtt The draenq is not Intwdedto br reprassitol m o vebxanmt or aghd banday wary a rate wrvey, or a armor laauan repel ?r i-t[ r SIR. 1736 TC-917.29 PER RECORD DRAWNG ?? c?,,:.E"";s rERF S0303 STATE OF SURV? /// ///// l l f l f I I I I I I I I 11111 1 P FLOOD N Z4M Sr?7urt]IF. i1M acarxy df?my hood hmard."data dwm m'tlui'.plat Vol ti':mbod,ta nop`sede:unedlomy and to my other uncertainty h. hmun a;deMm on tMSrefermcd eaodaitwalm raG map,(iial}d /dL`.atUe -WdwAidkM DOB NOT tE dihh that pecld good hmad aad mra'.'AC; m'aud tiid pa><YbY'sWeTm CmmiNl? Nap'AiW fIB057C'02bV'af the teed Ynm.ama rate map (FIN) for Hamytm CanN Indma Doted Fdsuav 19. M.