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Home My WebLink About07110072 Sewer/Water Permit/sCITY OF CARMFL Item 1 of _ PERMIT RECEIPT Sec:30 Twp:18 Rng:03 Sa :CBN B1k_:3 Lot:233 PARCEL ID ........: ZCBN233 DATE ISSUED.......: 11/16/2007 RECEIPT #.........: 266300 REFERENCE ID 4 ...: 07110071 SITE ADDRESS .....: 13273 SALAMONE WY SUBDIVISION ...... : CLAYBOURNE CITY .............: WESTFIELD IMPACT AREA OPERATOR: plux COPY 9 : 1 , OWNER .......... .. : RYLAND HOMES ADDRESS ........ .. : 9025 N. RIVER ROAD CITY/STATE/ZIF . .. : INDIANAPOLIS, IN 46240 RECEIVED FROM .. .. : RYLAND HOMES CONTRACTOR ..... .. : LIC # XA-1SUP COMPANY ........ .. : A-1 SUPERIOR EXCAV ATING 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 SAL -- ------- ---------- ------------- ------ USFWATCONN FLAT RATE -- 1. -- ---------- ------ 00 1310.00 ---- 0.00 1310.00 - 0.00 UWATERTAP FLAT RATE 1. 00 86.00 --- 0.00 ---- - 96.00 --------- 0.00 -- ------- TOTAL PERMIT ---------- --- 1396.00 0.00 1396.00 7 0.00 METHOD OF PAYMENT AMOUNT NUMBER ------- - ----------------- ---------- CHECK 1396. -- 00 ---------- 13954 TOTAL RECEIPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP ' ATER / SEWER PERMIT/ RECEIPT ill?iA T.i , PARCEL ID #: ZCBN233 LOT & SUBDIVISION: 233 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13273 SALAMONE WY WESTFIELD. IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK M 13954 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWERAIVATER PERMIT Special NotesfConditions: Permit #: 07110071 Date: 11/16/2007 LOT 233 CLAYBOURNE, 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 ASGNI specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereh}• permitted in writing. The sewer shall he installed it. accordance with AS'Rbl 2321 for pvc pipe and the llnifonn 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 installation., -hall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilling 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 neater or storm water Shall be permitted to enter the public sewer. Sem per inspections should be requested at t' 171571-2648 one to four hours in adyancc. No inspections or installations twill be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumber or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER `S OFFICE. If any street must. he cut. a senarate street cut nertnii Shall be obtained. APPLICANT NAME: PAYMENT RECEIVED BY: /YYl FEES: $1,396.00 Regional Waste District Residential 00706 SANITARY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision Clay bourne -------------------------- Section Number Lift Station 14 Austin Oaks Station Treatment. Plant _--- --CTRWD WWTP - Builder ------------------ Ryland Homes Phone Number 846-2783 ------------------------- Parcel Acreage -------------- -------------- EDU in Gallons 31 0 -------------------------- Invoice Number ------------------ Lot Number Address Number Street _.---__ 13273 ------------------------ Salamone Way 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 750._0_0 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 backflling 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 six months after connection has been made or when water is connected, whichever comes first. The building has: U_ SMH CBN2-70 CBN2-69 DSMH Grease Trap ---- - --- No- Slab Foundation No -- Lid Elevation 913.73 it 912a'ft Grit Interceptor _ No Crawl.Space No First Floor Elevation 915.30 ft 915.30 it Grinder Station No Basement Yes Basement Elevation 906.30 It 906.30 it Calculation is based on both manhole Lid Elevations and th ---------- - e elevation of the First Floor ? 1.57 ---- - 3.20 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump h %C t? The District reserves the right to. inspect. all sump pump connections to.ensure no illegal connections have been /_C?_ 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 specifications and. agree to accept responsibility for all work done under this Builder/ Owner Signature Tju phone Number Pri nted Name ?• (>•?Q Approve Permit.Date 11/1612007 . I "doecta IAtlm? rstrarnn 8 Customer Serwce Revised 7261D7 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,Distnct'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; p`atio,.porch-dr'paved"driveway. Air testis.required'to'show if acceptable for re-user 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,abandooment. 6. Acceptable Pipe Materials PVC PIPE: SDR 35 orSDR 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 Number8 fractured face aggregate. Number 8 stone backfill material is to be place d'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 andthe 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 maybe obtained from the District's office during business hours of,800a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http:/Iwww.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 10109107 _S .,..+r..=? 1?` r' s?ffiY-626-T200.ve S K ?.}f A.. CIS N This Plot' Plat Propa"red`FIDr 'R H of b Lot f233 ; containing 11;200 S.F.f, m pselit$g3' 1NST%rJ1200 247 PC.,#:3e 9lde533 Harilt/on?crokatt44jC* Tap se: Weicl Teti, ," 13273--Salamone,.Way (50'R/W)` Ossmal, IN 46074 \0 Prepared Dpte.10 10/6 y. WRW Proposed Buyar(# Neho k Nilesh Patel Community Restrictions Side Yard = 5' Rear Yard - 20' Aggregate = 10' (B.H.) Zoning - S1 R.H. of Indiana Finished Floor,E36otion Information Pad Grade = 91,11 per plan , Pad Grade + 01, = Garage.FFE (913.8) Garage FFE + 1.5' = Resldeltlal FFE (915:3) Residential FFE - 9.0' Basement FFE (906.3) Note : The garage rmM,ed floor devotion is 23' above the curb at the drhe, per plan. Sidewalk to be placed 1' from property lira, 4' from bock of verb, Per plan. M CD 0 to 4 r.f y `1' .G k'fi3Y 14 " r Plot. Plan Legand Dffi 1 Praaxd'(?ades- - ooa0 .r'• Exb*,dee.. .;?OOCLO?'',Ca touryGrade. Approv Latard'LomBon t' SmItory:Sewer' lin -R- StormsSewiirAJnes -r= Waterf5avide•Ilna - - -.- ALB-%rfece.Draln L6es O Manhde;(Sohitary.v Storm) BeeltverWat (Storm) Curb Wet, .(Storm) . D` --End Secibh (Storm) A Fre;Hydrml Flow Line of owde - Buld4lg Line (BL / BSL) - - - - - - - Easement Line Note Sanitary Sera Tap, of Casting Information Upstream Manholk TC=913.73 Downstream Manhole, TC=912.10 per record drawing Ground Cola Calculations: Drive = 797 SFt Public Walk =319 SFt Private Walk =104 SF3 Hydrosinding =5,387 SF3 Sod =358 SYt , from Rear of residence. Optional Sod Package Hydroseeding =802 SF± Addl. Sod Pkg.= 501 Vi, to optional sod line. M.F.P.G. = 912.7 STR- TC 9 7D ?3J3 = PLR. R DRAW ECORD NG y I I N a 9t2s 140.00' Q - > I n l l ? S.tl L L.J s_ i c 21.67 al .°. i Z , I R 0 ' N i`o I R g N ' j s 26 0' 24.71 Oor . g 8 z ?7 ? I S N Q I 2V N I 8 I nWI1rY NOTE This 6aning is boned an,wuNwlfai?pluq,arroo d"drawhAfsed Is not baW pan a hold omwy.-:.The Saindder'Corporatim don not warrant the amaary a,nelflciwlry. otaUti,lnbeatix contract" ehadd vedfy dstbg mditi n" prta,tu,my emahmuorL Any discrepancy teal m this dNwsg d I be hun"6ildy riveted to The Schneider Carpaoam Fdhg ito4do eo;d reWt'In to contract'" a"mnpum of ere Ilob6tyc+'*.: RAMOT NOM The ewtlon, depicled he"m•` m been?dstemined and based an the pad trade" and/or contains ,ldee,ean.aw,cvuth,caon plane for this obAdvml. unions doted, no i f matkn maA euctuaag water tolow d condlims, a d Ilpa no been provided or stated an sold pax Thin lot's located rear a body, ofwater. _ LM a sew co"bans may rsgire that the basement 1oa-deatialb beta two feet (7-an aloe normal pod dewaort Site Inpngotlm may be needed H war Is mmad rd chip IM: nooroean praaaa or it other known notes elevation a der candlllme ae lxnmt Imestkptldn and my ror,rdd teocehaa or, at the discretion of the bidder to delumme and take apprapride step" of m0m. H mygroan0 water b e¢wnterd erhg the semsitorr the bidder In asmarcitIod to contact The Sdneida Corporation to d6cua lanbb manes of must, M ,o'ei m be - --L-ot-# -233 - - nneeded.b, Wldar ® Vb07,0081149 Nolr. Balder a ensure podthe trolnogs away tom sbwwe(sy r11IpN Na7L contrLATERAL to mawas, a mbinum d'wtmce of lm fat (la'-ar) bemoan ester and amity Words 0 I Tyrlcu swyd.c s6cnoR TO 30 ® SCALE, 1' = 30' CITY OF CARMEL NOTE In the residential districts limiting height to twenty-five (25) feet, o dwelling may be increased in height to thirty-five (35), provided the side and rear yards are increased on additional fool for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) 912.0 911.0 o 258S ; F2 1 051 67.6' 5E.K °c ?i ?W i r? U K - \I =- 27.3? is' ou?sE --- d? > B-e L I `?- 150' &ACCESS ESMT. -Iv l 911. ? 15' DU&SE 9 1 i 9,2m? 911.4 ,1.O' 140.00 l RECORD - &ACCESS ESMT. >-l wows - ? - -?- - - - - SIR. 89 TC-9/2.10 ? RECORD NOTE` MINIMAL TOLERANCE PRESENT ON THIS LOT The home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and/or easement lines. While not required, it may be advantageous that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. This drawing is not intended to be represented as a retracement or NOTE: CONTRACTOR SHALL CUT 5' OFF OF SANITARY LATERAL AND BEGIN FROM THAT POINT AND CONNECT TO HOUSE FOLLOWING PLOT PLAN. REVISION #2 REVISED BUYERS NAME PER MELINDA 11-07-07AMA original boundary survey, a route survey, or a Surveyor LocalionReport. REVI. MOVED SANITARY LATERAL LINE FLOOD HAZARD STATEMENT: The accuracy of any flood hazard data shown on this AS PER CUSTOMER REQUEST report is subject to map scale_uncerlainty and to any other uncertainty in location .10P15l07 WRW or elevation on the referenced, flood insurance rote map. ALL.of_the,within described land DOES .NOT,ie;within.thottspeci6l flood, hazard'zone,lkasqaid land plots by scale•on floodiinsuranca rate map 118057C.0205,F.for tfie,City?of. - Carmel. Indiana doted Febrv6ry,l9, 2003. SIGNATURE: DATE V" SIGNATURE REPRESENTS CGHFMATION;OF,_RECEIPT.OF- PLOT,PLAN: BYXUSTDMER. FLOOD HAZARD STATEMENT CERTinCATION ' No. S0303 STATE OF SUR`1