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Home My WebLink About07090148 Sewer/Water Permit/ss.'," " ., CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID 4: 1713120119009000 LOT & SUBDIVISION: 321S-A LITTLE FARMS ADDRESS OF CONSTRUCTION: 1225 TURNER CT INDIANAPOLIS, IN 46280 PAYMENT RECEIVED FROM: Name: SENTRY HOMES, INC. CHECK #: 043126 EXCAVATOR INFORMATION: Name: SENIOUR CONSTRUCTION Ph. #: (317 862-6859 Fax M Email: Street Address: 6024 E ROCKLANE RD GREENWOOD, IN 46143 Bond Expiration: PERMITTYPE: USEWRWATR Special Notes/Conditions: SEWERfWATFR PERMIT Permit #: 07090157 Date: 10/01/2007 LOT 32B-A LITTLE FARMS. TOWNHOME IN 2 TOWNHOME BLDG, WATER CONNECTION PERMIT. ADDRESS UPDATED PER BILL AKERS OF COMMUNICATIONS ON 9128ro7. NO NOTES" The building & Sewer Shall be pvc sewer pipe meeting ASThd specifications 3034 SDP 35 of latest revision; or vitrified clay pipe, meeting ASTh4 specifications C-700 for extra strength clay pipe of Itnost revision unless other ma[zrials are hereby permitted in writing. The sewer shall be in staled in acOttdance with ASTM 2321 for pvc pipe and the IIniform Plumbing Code for the State of Indian A] I installations shall be in. strict compliance with pertinent Citv 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 boilding sewers shall he 6" diameter. All installations shall be -,pen bench" inspected and a roved by the Carmel Sewer Department before any backfillin is done. Alan- complmcc may result in digging up the sewer installation and!or denial of future sewer permits andlor denial of Water connecGuns. No Footing or foundation drains or other sources of ground water or storm water shall be permined to enter the public scwcr. Sewer ms .ections 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 lean 24 hours in advance" All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the C1 fY ENGTNEF,R'S OFFICE- If any sweet mast he on a seuarate street cut remit shall he obtained. APPLICANT NAME: PAYMENT RECEIVED BY: FEES: $1;396.00 t CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: s COPY 4 : 1 Sec:12 T%y:17 Rng:3 Sub:096 Elk: LOt:32B-A PARCEL ID ........: 1713120119009000 DATE ISSUED.......: 10/01/2007 RECEIPT # .......... 26385 REFERENCE ID 4 ...: 07090157 SITE ADDRESS 1225 TURNER CT SUBDIVISION LITTLE FARMS CITY .............: INDIANAPOLIS- IMPACT AREA ...... OWNER ............: SENTRY HOMES, INC. ADDRESS ..........: 801 ASHTON PARKE DR CITY/STATE/ZIP ...: GREENWOOD, IN 46143 RECEIVED FROM ....: SENTRY HOMES, INC. CONTRACTOR ........ LIC 4 XSENCON COMPANY .......... : SENIOUR CONSTRUCTION ADDRESS ..........: 6024 E ROCKLLANE RD CITY/STATE/ZIP ...: GREENWOOD, IN 46143 TELEPHONE ........: (317) 862-6689 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT -------- THIS REC ---------- NEWIBAL ---------- ------ USFWAT ---- ------------- ---------- CONN PLAT RATE 1.00 ---------- -- 1310.00 0.00 1310.00 10.00 UWAT'ER TAP 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 - NUM3ER ----- ------ CHECK -- -- --------- - i396.00 043126 TOTAL RECEIPT 1396.00 i s Regional Waste District Residential SANITARY SEWER. PERMIT 00575 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision ---------- ----------------- Little-Farms Section Number Lift Station ------- 01 Carmel Creek Station ----------------------- -- Treatment Plant ------ Carmel WWTP ---------- Builder -- -------- --- Sentry Homes -------------- ----------- Phone Number ------ --------------------------- Parcel Acreage ------------------------- ------- EDU in Gallons 310 Invoice Number Lot Number 32B-A Address Number 1225 - -- --------- Street - ---- - - -- Turner cl? City ----------------- Indianapolis ? n --------- - Zip Code 46260 V Hamilton County Local Sewer Charge Plan 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 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 builber) 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 CM-9A CM-9 DSMH Grease Trap No Slab Foundation -- --- No- Lid Elevation 829.31 ft -- ----8-29.1-1-ft ------ Grit Interceptor No Crawl Space Yes First Floor Elevation 830.20 it 830.20 It Grinder Station No Basement No Basement Elevation Calculation is based on both Manhole Lid Elevations and the elevation of the First.Floor I 0.89 1 09 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: €jeeter Pump O /V nly The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made., Al e-? 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. GTRIND * ftA. wrJst 4 cewiff . iaw-s 10' By signing below, I attest that I am familiar with t e District's specif alions and agree to accept responsibility for all work done vnder this permit. Builder/ Owner Signature / - -'hone Number Printed Name / G- G/t 6 CL Approved By Permit Date 9119/2007 CRevised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD sea] 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. TheDistrict 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 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 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 Number8 fractured face aggregate. Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe. The trench shouldbe 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 installafion 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.ctrwd.orgl. 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 844.920024 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 7124107 PLOT PLAN LOT #32B- A LITTLE FARMS ADDITION TO HOME PLACE 12251TURNER oKr HAMILTON COUNTY, INDIANA ZONING Side= 7.5(lnin) 15' (Agg.) / Rear- 20' (AS SHOWN ON THE RECORDED PLAT) FINISHED FLOOR•EL-EVATION HOUSE= 83020 FINISHED FLOOR ELEVATION GARAGE =829.50 ELEVATIONS PROPOSED =FO-0-0-1 NOTES: - VERIFY SANITARY SEWER LATERAL LOCATION PRIOR TO 001 SPRUCIIGd - RmnPr/err KNOR %A L VERIFY K DIMENSIONS OF THE RRDING AS SHOWN PRIOR TO CONSIRIICRO`L - DRIVE FMRt' TO CONFORM TO LOOT. STD. PUN 16-01 - STOW. SAWAY,, AND WATER LINE LOCATIONS ARE BASED " THE CDIJSIRUCRON PLANS FOR LITILE FARMS ADgNON TO HO6IEPPACE EX. STORM SEWER EX. WATER SAN. SEWER NOR THPOINTE 401 Cambv Court Suite "A" p Greenwood, Indiana 46142 W L Office-317-884-3020 Fax- 317-884-302= E-MAIL TQMpAnWl??YiMg.mff. SURVEYING, Inc. PREPARED FOR SENTRY-HOMES, INC.- 801 Ashton Parke Drive Greenwood, Indiana 46143 SAN. LATERAL TURNER' 102 52. CONC. DRIVE 3 (WALK 16.0' --? 11 .9' 0 2323 M 11.83' M PROPOSED O W RESIDENCE CD N N I 34.91' i 829.1 LOT #32B-A 4,299 a.T. STR.#103-`j 88 'f 52. SAN. LATERAL °c I Ly.If/?Z - -STR.jCM9 DONC. 1 52.85' DRIVE II 15' D.U.kS.E_ 16.0' 3' WALK 25' F.Y.S.B 23.08 0 17. a> 11.83 N vi np ? c0 ? PROPOSED Tn "' RESIDENCE N 11 I r Lrj 20' R.Y.' LOT 32B- 4.30o a. r. CONC. STOOP pump ------52.851 ;E LINE MJIEY MOUY S m 'DON'T DIG BLIND' O 4 1-800-382-5544 C'7 FRU c 1-500-428-5200 MR Cu c d1iSIDE OF INDIMIA THIS DRAWING IS BASE IKON ODNSTRUCTION DRAWNGS AND RECORD DRAWINGS OBTAINED BY NORTHPDINTE SURNEYNG. NO ACTUAL FIELD SURVEY CR INFORMATION WAS OBTAINED. NORRIPOHTE SURVEYING, INC. DOES NOT WARRANT THE ACCURACY OF SUFFICIENCY OF THIS INFORMADON. ALL CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY AND ALL OSCtEPAOES SHAD BE BROUGHT TO THE -DIMENSIONS PREVALENT) BE (DRAWNG NOT TO SCALED IMMEDIATE ATTMFON OF NOTIHPONTE SURVEYING, INC. FARING TO 00 So IMSUtt N OF AL B?: ? Dram G Sheet 1 of 1 . RESULTS N THE CONTRACTORS Amavna L ,B, zoo, By DW JULY 24, 2007 FEWSED SwrW 5' WALK IJ-- M 00