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Home My WebLink About07110076 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 DATE ISSUED.......: 11/16/2007 RECEIPT #.........: 26804 REFERENCE ID # ...: 07110075 OPERATOR: pl COPY # : 1 Sec:8 Twp:17 Rng:3 Sub:WG2 Elk: Lot:28 PARCEL ID ........: ZWG228 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... PERMIT RECEIPT 105661 IRON HORSE LN WINDSOR GROVE II CARMEL OWNER DAVID MORTON ADDRESS ..........: 1018 HENLEY CIRCLE CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: DAVID MORTON DESIGN CONTRACTOR .......: LIC # XHICKEXC COMPANY ..........: HICKORY EXCAVATING ADDRESS ..........: 308 S. CLARK CITY/STATE/ZIP ...: COLFAX, IN 46035 TELEPHONE ........: FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---------- ------------- ---------- -- -- ---------- USFWATCONN FLAT RATE 1.00 1310.00 0.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 ---------- ---------- TOTAL PERMIT 13966.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 4695 TOTAL RECEIPT 1396.00 THIS REC NEW PAL ---------- ---------- 1310.00 0.00 86.00 0.00 ---------- ---------- 1396.00 0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT !hmzM-' PARCEL ID #: ZWG228 LOT & SUBDIVISION: 28 WINDSOR GROVE II ADDRESS OF CONSTRUCTION: 10561 IRON HORSE LN CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: DAVID MORTON DESIGN CHECK #: 4695 EXCAVATOR INFORMATION: Name: HICKORY EXCAVATING Ph. #: Fax #: Email: Street Address: 308 S. CLARK COLFAX, IN 46035 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Notes/Conditions: 28 WINDSOR GROVE II. WATER PERMIT 'NO NOTES` Permit#: 07110075 Date: 11/16/2007 The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTNI specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. 'Ilene sewer shall be installed in accordance with ASTM 2321 for pve 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 installations shall h- °open trench" inspected and appro% red by the Camel Sewer Department before anv backfillmr, is done. Non- compliance may result in digging up the sewer installation andtor 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 sewer. Sewer inspection should be requested at (317) 571-2645 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the C1 FY ENGINEER'S OFFICE. If any street MINT he cut" a Nenarnte street out nermit shall he nblained. APPLICANT NAME: DAVID MORTON PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste ®istric Residential SANITARY SEWER PERMIT 00704 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision Windsor Grove-11- Section Number 2 Lift Station ---------- 09 Towne Road Station -------------------------- Treatment Plant CTRWD WWTP __ - Builder Dave yMorton Phone Number 317-844-l304 Parcel Acreage EDU in Gallons 310 ---------------- - -------------- Invoice Number Lot Number 28 Address Number 10561 ------------------ - -------- Street iron Horse Ln ------------------------------------ city Carmel --------------------------------------- Zip Code 46032 --------------------- - ------------- County Hamilton ----------- - ----- Local Sewer Charge - - Plain 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 orstormwater, shall be permitted to enter the District's sanitarysewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nori , 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 trilling six months after connection has been made or when water is connected, whichever comes first. The building has: USMH WG-ios WG-104 DSMH Grease Trap ------ No ----- Slab Foundation -- No -.---- Lid Elevation 892,00 ft ------------- 886.46 ft ----------- Grit Interceptor No Crawl Space No First Floor Elevation 896.00 fl 996.0011 Grinder Station No Basement- Yes Basement Elevation 886.00 It 886.0011 Calculation is based. on. both Manhole Lid Elevations and the elevation of the First Floor E4.00 9.54 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.I Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: AII: conditions have been met Connection to the sanitary sewer is now permitted. CTq? v By signing below, I attest. that I am Builder / Owner Signature Printed Name Approved the Di tic' ci cations and agree to accept responsibility for all work done under this permit. Phone Numbers 1 7 ?7 -l 3 0 Permit Date 11/1612007 Revised 7126107 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 orpa4ed driveway. Air test'is`t6quired'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 c_ ompliance'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 connection4o 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 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 material is to be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of18'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://www.ctiwd.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 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 10109107 L" Group xncf Surveyors Vest Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 www.seagrouplic.com 00.0 PROPOSED GRADE PER PLAN OG.O EXISTING GRADE REC. DWG. - GROUND WATER FLOW s.H SANITARY SEWER LINE mm- STORM SEWER LINE rrm -TM- WATER UNE ------------- EASENEIIT LINE BUILDING SETBACK LINE LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERFIED IN THE FIELD. NOTE. BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED 3Y BUILDER AS NEEOEG. i LOT# 28 21,800 S.] PLOT PLAN WAS '1\ 'AP,ED BASED ON 888.1 EXISTING POND RMATION TAKEN FROM o t NP-884.83 )RD PLATS, SUBDIVISION \ ?, 0 NO 100 YEAR ELEV. IS, RECORD DRAWINGS STATED ON PLANS PLANS PROVIDED BY FOR LOT OT OD 28 -887.00 PROTECTION PER ER PLAN GRADE NT, IT IS THE C. A. &L. 'ON5181LITY OF THE \ ., ?ES VAR. D.D. E.fdM.A.E. 'RACTOR TO VERIFY SITE )ITIONS PRIOR TO cJ? \ 3TRUCTION AND NOTLFY ?\c? ??? / S E A GROUP LLC OF `'"?%s 4\ DISCREPANCIES. ?? gyp ?_ e'se-D 11MUM SETBACKS °F SID- YARD = 10 Fe=t REAR YARD = 20 Feet Z0 Feet \ ??z?>33• 14-, / CN:ILEvER PAY WN)OV+ g0 ` / LEE E2.7' ??i°J' v A NL'i V'ER AY lNNDO'W ?} QD i DECK ? ? s°' PROPOSED 6 J2 ?? FRM k MSY EG / RESDENCE \ FFE-E9E.0 " EE 892.0 ESMT p? 88].0 tl / ?0 GARAGE 891.5 \?/ FPE=892,0 CONC 1 1890.90 \ \\ `FLe ?`y'?\ 2E OPI`.E E O \\\\ ?\ \\+r' \ryq\ ti 6? 891.5 2s-0' / ?. \ \ !-NN \ \\ .'fO \\ /J 30.0• (15) ti ? \ DDOW,. `SO,(\?-`S[? \\+,i s1.c 1 / ?'j eeE.9 AN Sao E.tT. \\ \ ` \ `\ SS \ 888.E ` \ \ 'N 61? 9E7.7{1\ \ \\\` \\\ SAN. STP._ ;10, TC-EEE.4E PER REC. DWG, dy Dexro ion: umber 28 in Windsor Grove, Section II an Addition in Hamilton County, Indiana, as Iat thereof recorded as Instrument Number 200600068094 found in the Office of scorder of Hamilton County, Indiana. PLOT PLAN le: 1"= 30' e: 00. 9, 2007 Drawn by: GJR Revised: Prepared For: David Morton Designer Builder, Inc Residence 10561 Iron Horse Lane GRAI...... No. * LS20200083 STATE OF '????? nnn iii ?``` ILI?1? -