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Home My WebLink About07100092 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdOlan COPY # : 10 Sec:28 Two:1B Rng:3 Sub:B62 B1k:V02-B Lot:306 PARCEL ID ........: Z362306 DATE ISSUED.......: 10/17/2007 RECEIPT #.........: 26559 REFERENCE ID # ... 07100091 SITE ADDRESS .....: 1931 CHELMSFORD ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY CARMEL IMPACT AREA ...... OWNER ............ : TONY & VICKI BARBEE ADDRESS .......... : VILLAGE OF WEST CLAY CITY/STATE/ZIP ... : CARMEL, IN 46032 RECEIVED FROM .... : WOODALL CONSTRUCTION CONTRACTOR ....... : LIC # XUPGEXC COMPANY .......... : UPGRADE EXCAVATING ADDRESS .......... : 4960 E. 216TH ST. CITY/STATE/ZIP ... : NOBLESVILLE, IN 46060 TELEPHONE ........ : FEE ID UNIT QUANTITY AMOUNT PD-TO-DT - THIS REC ---------- NEW BAL ---------- ---------- ------------- -------- USFP;ATCONN FLAT RATE 1. - -- ---------- -------- 00 i310.00 0.00 i310.00 0.00 UWATERTAP 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 9231 TOTAL RECEIPT 1396.00 o f , CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT \,N?IFNM1/ PARCEL ID #: ZB62306 LOT & SUBDIVISION: 306 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1931 CHELMSFORD ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: WOODALL CONSTRUCTION CHECK #: 9231 EXCAVATOR INFORMATION: Name: UPGRADE EXCAVATING Ph. #: Fax #: Email: Street Address: 4960 E. 216TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Special Notes/Conditions: Permit #: 07100091 Date: 10/17/2007 LOT 306 VILLAGE OF WEST CLAY. WATER. NO NOTES' The building R Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting AS7:M 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 ASTNt 2321 for pcc 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 113008.1 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 Cannel Sewer Department before one backfillinv is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits andior 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 seiner. Se wer inspections should be requested at (317) 571-7648 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 contractor installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGiNELR'S OFFICE. If any street must he cal a senarate street cut nermit shall he obtained. APPLICANT NAME: DALE WOODALL PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District Mill, nesiuenual SANITARY SEWER PERMIT 00624 v INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type ------- Final ---------------------- Subdivision ---- Village of West Cla-------------- Section Number V02-B Lift Station -- -- ----19 Village of West Clay Station Treatment Plant ---- ------------------------- MIX Builder _ Woodall Construction Phone Number 574-1944 Parcel Acreage ---------------------- --------- EDU in Gallons 310 Invoice Number Lot Number -- 306 ---------------- Address Number -------- 1931 -------------------- Street Chelmsford St City ------------------ -- ----------- Carmel Zip Code -------------- 46032 ------------- -- - y County -- Local Sewer-Charge Plan Review and Inspection -------?_--$100.00 Application Fee 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 backflling with stone to twelve inches above the pipe. NO footing or foundation 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 The building has: USMH VWC-0207 VWC-0206DSMH Grease, Trap _ No Slab Foundation No Lid Elevation ----- 892.29 ft ------ 891:85 It - Grit Interceptor - No Crawl Space _ _ _ _ - -- No First Floor Elevation ---- - 896.00 ft ---- 896.00 it Grinder Station No Basement Yes Basement Elevation --- -- - 886 00 it --------- 88600 It Calculation is based on. both Manhole Ltd Elevations and the elevation of the, First Floor 171 4.15 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump YXYThe District reserves the right to inspect all sump pump connectionsto ensure no illegal connections have been made. Manholes shall remain accessible at all times. Buried manholes will be corrected by the DeveloperlOwner. Conditional Permit Terms:' All conditions have been met. Connection to the sanitary sewer is now permitted. DT?'PJD 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 permit. Builder/ Owner. Signature Phone Number Printed Name cltr?g14 GI??rYtS?( Appr Permit Date 1011512007 Candy J. Feltner, Director ofAdministration 6 Customer Service Revised 7126107 Permit is valid for ONE-YEAR from the dale 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 Districfssanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if if 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 orstone 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.000PLING 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. Number 8.stone backfill materials 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 Districts engineer prior to installation. 9. Where b 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 Distncfs 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://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 isto be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging Revised 10109/07 - v I v H ? ' Lard SLlrv<-- yors 433 West Carmel Drive, Carmel, IN 46032 P 317.844.3333 F 317.844.3383 www.seagroLiplic.com PLAN AND 35' ON LOTS 19C' AND IS NOT THE AS-BUILT SANITARY SEWER LINE 30' ELEVATION. 9411 MIRY sTR.(o .os) SHOULD BE YERIFIEC' IN T7iE LARGER 70 EVE INF PER PLAN 1 V FOCADTIONS PER ON LESS(THAN 109 MAX. ~^ -11-V.- STORM SEWER LINE TC-69rft 1 DG? -^^-?^- WATER LINE l J covERAGE' SOY --- ---- EASEMENT LINE - - BUILDING SETBACK LINE _ THIS PLOT PLAN WAS NOTE: THE FINISHED PREPARED BASED ON FLOOR ELEVADONS AND NFORMATICN TAKEN FROM PAD GRADES DEPICTED ON RECORD PLATS, SUBDIVISION THIS PLOT PLAN IS OPEN RECORD DRAWINGS PLANS FOR REVIEW BY BRFNWICK , AND PLANS PROVIDED BY DEVELOPMENT. THE BUILDER CLIFNT. IT IS THE IS CAUTIONED THAT SAID RESPONSIBILITY OF THE INFORMATION IS SUBJECT CONTRACTOR TO VERIFY SITE TO CHANGE. CONDITIONS PRIOR TO DENOTES LOCATION PER CONSTRUCTION AND NOTIFY CONSTRUCTION PLAN THE 5 E A GROUP LLG and CONFIRM BEFORE DRAWINGS BRFNWICK OF ANY . " DISCREPANCIES, CONSTRUCTION OF 6 SANITARY LATERAL AND LOCATION OF UTILITY WATER SERVICE LINE. LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD OF VERIFIED IN THE FIELD. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION ALL MUD IN STREETS FROM NOTE'. TRUCKS LEAVING LOT TO BE BUILDER TO ENSURE POSITIVE CLEANED AT THE END OF FLOW AWAY FROM EACH DAY STRUCTURE - SILT FENCE TO BE USED NOTE. WHERE NEEDED TO KEEP SUMP TO BF PLACED BY STREETS AND MUD OFF BUILDER AS NEEDED. TO CUT OF STORM SEWERS. NOTE: BUILDER 15 TO AREA OF WATER TAP TO BE GRADE SIDEYARD SWALE TO BACKFILLED WITH GRANULAR GRADF_S SHOWN ON THIS MATERIAL TO WITHIN 19" OF PLAN, IF BUILOER IS TOP OF CURB. UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY REA OF WATER TAP TO BE A FROM PROPOSED S'IRUCI )KE, THE ENGINEER F ESTORED TO ITS' ORIGINAL SHALL BE CONTACTED. ONPON PRIOR 10 DI BUILDER IS NOT TO DEIATE 0 NSTRUCTION. FROM GRADES SHOWN ON ALL SERVICE LATERAL THIS PLAN WITHOUT THE CONSENT OF BOTH THE CROSSINGS AT CURB ARE ENGINEER AND BRENWCK. STAMPED SS= SANITARY SEWER SO= SUBSURFACE DRAIN W= WATER J SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) I BLK. „B„ y} ?. COMMONS 1\ H e CHELMSFORD f a'? s% 1 CIRCLE' O? ?I --25. W ti-- U3' ? 5g /'(3 C.SJ Lq ? ??k . \ 34 J ' LJ ' ypW-SANiTAPY STR.(0v2nn7) / PF.R N ' PF.R PI ' PI nN MINIMUM SETBACKS Min. Side = 5 Feet or 87 Lot width 0 EL. (7.9) Min Rear = 29 Feet Aaa = 187 of Int width O' 51-0-7-L I, I. u Property Description Lot Number 306 Village of Westclay, Section V02-B, an Addition in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200600042602 found in the Office of the Recorder of Hamilton County, Indiana. PLOT PLAN Prepored For: Woodall Construction 1 NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT, 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE' 30? NOTE'. THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO 1'HE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. 2.T a 4 cnNc DRIA y / GARAGE ?Y"3? 'S?' ?J PROP ? FFE?963.5 !r 49 T. FRS A M SY RCSia C FFE=E9U99.0 .? ?.7w . ESMT rrE-FRM >q Va n / NO. LS20200083 STATE OF f ••• JNDIANP•''Q?\~ y?o SURNI J I J -? I t PS-35 j t t 1 t 1 I I f" f' C? " \ ! W o, n 111L T .N. LOT#p 306 24,779 S. F. 1 J D Q) n BLOCK "A" COMMONS