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HomeMy WebLinkAbout07120040 Sewer/Water Permit/sCITY OF CARMEL Item 1 cf 1 PERMIT RECEIPT OPERATOR: vdolan COPY # : 1 Sec:29 Twp:18 Rng:3 Sub:LTR Blk: Lot:49 PARCEL ID ........: 1709290016023000 DATE ISSUED.......: 12/11/2007 RECEIPT #.........: 26979 REFERENCE ID # ...: 07120039 SITE ADDRESS .....: 13395 ROCK CREEK DR SU3DIVISION ......: LAKES AT TOWNS ROAD, THE CITY .............: WESTFIELD IMPACT AREA ......: OWNER PAULSHOOPAIAN ADDRESS ...: 8227 NORTHWEST BLVD 4190 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 RECEIVED FROM ....: PAUL SHOOPMAN HOME CONTRACTOR .......: LIC # XATKEXC COMPANY ATKINS EXCAVATING INC ADDRESS ..........: 9110 HUGGIN HOLLOW RD CITY/STATE/ZIP ...: MARTINSVILLE, IN 46151 TELEPHONE ........: (812) 422-9467 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW AL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFAVAIL-W FLAT RATE 1.00 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ---- -- ------------------ CHECK 1396.00 1936 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120039 i WATER / SEWER PERMIT / RECEIPT Date: 12/11/2007 PARCEL ID M 1709290016023000 LOT & SUBDIVISION: 49 LAKES AT TOWNE ROAD, THE ADDRESS OF CONSTRUCTION: 13395 ROCK CREEK DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN HOME CHECK #: 1936 EXCAVATOR INFORMATION: Name: ATKINS EXCAVATING INC Ph. #: (812) 422-9467 Fax Email: Street Address: 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 49 LAKES @ TOWN ROAD, WATER PERMIT NO NOTES The building $ Sewer Shall be five sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM 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 ASfM 2321 for pvc pipe and the Uniform Plumbing Code for the State ol'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 installations shall b "open trench" inspected and approved by the Carmel Sewer Department before anv backfilline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of mater 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 (' 17) 571-2643 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 contractors installing sewer for mater) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must be curs a senarate, strcei cut nerrnil shall he obtained. APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final Subdivision Lakes at Towne Road ----- --------------------------- Section Number 2 Lift Station 23 126th Street Station Treatment Plant MIX ------------------------------ - Builder. Paul Shoopman Home Building Group ----------------------- Phone: N um ber 3174115-0459 --------------------- ------- Address Number Address 2 Street ------------- Rock Creek Dr --------------- ' City ---------------- ----- --- Westfield -------------- Zip Code -- 46074 County ------- Hamilton -------------------- Local Sewer Charge-- Plan Review and Inspection z Parcel Acreage -------------------------------- EDU in Gallons 310 Invoice Number ------------------ Application Fee $100.00 EDU Fee $1,650.OQ, ........................... $1,650_.00,, Fee Fees Due $1,750.00 --------------------------------I 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 i 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: USMH LTR-713 LT11-712 DSMH Grease Trap ------ --- No Slab Foundation --- -- ,No Lid Elevation 910.36 fP ------ -------------- 911.31 It. -- Grit Interceptor No Crawl Space No First Floor Elevation 912.50 ft 912.50 It Grinder.Station No Basement Yes Basement Elevation 904.00 ft 904.00 It Calculation. is based on both Manhole Lid Elevations and the elevation of the First Floor[_ 2.14 1.,1y Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the tight to inspect all sump pump connections to ensure no illegal connections have been Manholes shall remain accessible at all times. Buried manholes will be corrected by lhe,Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer. is now CTRWD 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 4- ?b Ce ApproG-ed By Permit Date 12111/2007 d=F?IRref--D rectoroHltlm/nis(q(pn & Customer Service Revised 7126107 Permit is valid for ONE-YEAR from the dale issued. Permit validonly with CTRWD seat in"red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings; etc., shall connect to the Distr'ict'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 propertyline. 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` The District.inspector-must,be•onsite-for-the:duration-ofthe*airtest: 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 orSDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTMD2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): YelomineSRD 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 Number8 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 transifiori is made between SDR 35 pipe.and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminatemithin 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.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-B00-382-5544, 48 hours prior to digging. Revised 10109107 ' Call Permits/ Plus PL®'T FLAN for P/t) 928,7 DRAWING NOT TO BESCALED - DMMENSIONS PREVALENT or Rick @ 506-1376 PROPOSED FINISHED FLOOR ELEVATION HOUSE : 912.5 PROPOSED FDvISHED FLOOR ELEVATION GARAGE : 911.0 PROPOSED FIMSHED FLOOR ELEVATION BASEMENT : 904.0 000.0 - PRECONSTRUCTION GRADE 000.0 - PROPOSED GRADE -'I DR,IIG. FLOW SOD: 400± Sq. Yds. Ilvdroseed Area: 6,500 ± Sq. Ft. IIOUSF WALK : 265 s Sq. Ft. DRIVEjAPRON : 1.600 ± Sq. H. CITY WALK : 128 ± Sq. Ft. PATIO/STOOP : 0 . Sq. Ft. SGRVICF. DOOR STOOP : 1-2+ Sq. Yds. LOT # 49 Lakes 0 Towne Road SLCTION TWO HAMILTON COUNTY. INDIANA 1;19S Rock Creek Drn o Zoning. 10' Min i 20' Agg - 20 Rear Model : BRECKENRUDGE Elevation "A" 100% Full Front Brick Ledge (See Sales Brochure) Scone Per Plan 1'6" Width Ext. Thru art Car Garage 3' Depth Ext. Thm 3rd Car Garage 3' Width Ext. Thm 2 Car Garage 4' Width Ext. Thou Great Room 2' Depth Ext. Thru Lndry, Hall. & MClst 3' Width Ext. Thru 6IBR & Garage Delete 12'x I O' Patio; 12'x 10' Wood Deck Fireplace W1 O.C. Front Porch With Footings Basement Option # 2 910.0 509.5 Lot 50 Elec I I PAD 9io2o 84' 2'11 E 91DS1 ;' i Y v! e S;om1 sewer 131.1$' O ts. enu n Z.- o? gate La[e;al ,nom 'y4a ?_ i?? I I M rt o? °21r' l ?`"a'a.r Lot n9 \ I `? I 910.1 R'H,;h I/t 910.8 ;?-?. E.220 SqF1 ?L! Q ??I ? ?I Il. 2R? n ?/? 903.5 A;i V t t ? ? p oC a ? m O' .. 310.3 Cl P1 a O 910.4 z 909.9 Il 9:02 R 2O` I.C.: 911.311 haf JQ -' n 9108 3-t2'^ 16, Scale: 1" = 30' -Location c y? Job No. 07-0028 91MEI Date: 11-17-07 U, a3 F?.o_ L Drawn By : SAR j Revision D ate: 11-27-07 ?30 Revised: House Dim's Revision Date: 11-28-07Revised: Fireplace e10.1 910.0 i CAUTION: INSTALL SAN. LATERAL PRIOR TO DRIVE CONSTRUCTION. NOTE: IT SHALL BE THE RESPONSIBILITY OF THE BUILDMCONIRACOR ht 2007- ri Co TO VERIFY THE BURRING DIMENSIONS, BUILDING LOCATIONS. THE py g LOCATION OF OTHER PERTINENT FEATURES. ELEVATIONS. AND ALL Paul Shoopman Home Building Group, Inc., UNDER GROUND IOTLniFS(HOLEY MOLEY I.FM382-5514) PRIOR TO Indt ItS IN USA- ti u7 N O O to v J' E F- o sr ?z 30' 0 30' GRAPHIC SCA,L= IN F ---=-T , THE START ISF RSEC OFCON5ON. THE At, USE L THIS PLOTPLAN an apo NOTE' IS FOR SECUN I:G BUILDING PERMITS ONLY ONLY MU SHALL NOT BE All Rights Reserved THIS DRAWING IS NOT INTENDED TO BE REPRESENTED USED FOR ANY OTHER PURPOSE AS A RETR.ACEMENT OR ORIGINAL BOUNDARY SURVEY. NOTE : A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT, All homes have a brick ledge on the front of the home. However, note. although the brick ledge will be there, it does not represent that brick will be automatically installed. Cross hatch lines will show brick ledge. Again, note brick only goes where arrows show brick. The Green Sheet however will have arrows to show exactly where and if brick is to be installed. Plot plan dimensions however do show brick ledge dimensions. Pay close attention to where brick is to be installed. It's the responsibility of all contractors to note these items and install correctly.