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Home My WebLink About08010122 Sewer/Water Permit/sPermit Type Final Subdivision Cass Estates Section Number Lift Station 16 Zionsville Presbyterian Station 'Treatment Plant CTRVVD WVVfP Builder Paul 5hoopman Home Building Group S Phone Number 317-1115-0459 Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number Address Number Address 2 Street City Zip Code County 4 ---- 11475 -------_-__- Mears Dr ---- Zionsville 46077 Hamiiton Local Sewer Charge Plan Review and Inspection Application Fee X100.00 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 backfilfing 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH CE-712 CE-711 DSMH Grease Trap No Slab Foundation No Lid Elevation 904.53 ft 902.82 ft Grit Interceptor No Crawl Space _ No First Floor Elevation 907.70 It 907.70 ft Grinder Station No Basement Yes Basement Elevation 989.20 ft 989.20 ft Calculation is based on bath Manhole Lid Elevations and the elevation of the Frrst Floor ` 3.17 4.88 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 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 r CTRWD By signing below. I attest that I am faiMiar with Builder I Owner Signature Printed Name and agree to accept responsibility for all work done under this Phone Number Permit Date 112912008 Revised 112M Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRVVD seal in red ink. Residential SANITARY SEWER PERMIT 00735 INDIVIDUAL LOT 1 EXISTING BUILDINGS 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 shalt 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 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). Yeicmine 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 plumber 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 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 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 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http,/1www.ctrwd.org1. Clay Township Regional Waste District 10701 College Avenue - Suite A Indianapolis, Indiana 45280 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. IU PPS 1-800-382-5544, 48 hours prior to digging. Revised 1 D09M7 4PLOT` PLAN DRAWING NOT TO BE. SCALED - D1lYSIONS PREVALENT PROPOSED FINISHED FLOOR ELEVATION HOUSE : 907.7 PROPOSED FINISHED FLOOR ELEVATION GARAGE : 906.0 PROPOSED FINISHED FLOOR ELEVATION BASEMENT : 898.2 000.0 - PRECONS-1 RUCTION GRADE 000.0 - PROPOSED GRADE -- DRNG. FLOW - ELEC. METER SOD: 331 ± Sq. Yds. Hvdroseed Area: -1.883 ± Sq. Ft. HOUSE W.ALK : 271 ± Sq. Yds. DRIVEJAPRO : 1,806 ± Sq. Yds. CITY WALK . 370 } Sq. Yds_ PATIO/STOOP. 196 ± Sq. Yds. SF-;RV"ICE DOOR STOUP : 12 ± Sq. Yds NOTE: REFERENCE CERTIFICATE OF CORRECTION: INSTR, # 20050OW7046 FOR CORRECTED BEARINGS AND EASEMENTS ON MONTOYA DRIVE. esW -a y??+ Q L T7L=t It ¢ew^ z 0 < L 3- ?z Za J Sole: 1" = 30' Job No. 08-0007 Date- 1-1608 Drawn By : SAR a Model : ROOSEVELT Elevation "A" 100% Full Front Brick Ledge (See Dote) Stone Per Attached Plan Fireplace W/ O.C. 16'x 18' Patio w/ Steps (Washed Agg.) Front Porch With Footings Basement Option # 3 (4` Walls) CAUTION: INSTALL SAN. LATERAL PRIOR TO DRIVE CONSTRUCTION. K 0 CE 711 C. 902.82 Inv, 890.56 Lot ?. Type C!O? Rs 6? to 906.5 903.8 1 Lo:a: on 903.3 ?nz.z N 89°44'21" E 140. d' LE'e Lot 4 _ a 12,600 Sc Ft. 903 2 ?'S ^p Pump !^l to O 905,8 903.3 905.6 52. 4C" 25.5 3.0cv, ? ? _ G E G ? e ac CJ_ :arc; e!- O 3": ? - • f. ++ CL Q? 904 6 va. Pd s, ? E Agg.l r M ` 16' r c 9D3.5 m I? U-) 4T 3' 903.3 905.8 " C III 44 7 1: 2 LO U) a I a° ry °'- a u o a 1 z JA 906.6 N 89'44'21 E 965.1 140.4 ' ?1Eiec ?? 906.6 902.5 1? 904.6 La 5 ?ad Elev.=90S X. M ii CE ;12 NOTE: IT SHALL BE THE IMPONSIBUM OF THE BUILDER&TVTRACTOR TO WRIFT THE BUILDING DIMENSIONS, BUILDNG LOCATIONS, THE LOCATINN OF OTHER FERMENT FEATURES, ELEVATIONS, AND All. UNDER GROUND UTILITIES i HOLET MOLEY 1.800.382.5_54I PRIOR TO THE START OF CONSTRUCTION. THE KrENDED USE OF THIS PLOT PLAN 15 FDR SECURING BUB DING M IM ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. - 3G' 0 30, Copyright 2007- Paul Shoopman Home Building Group, Inc., Indianapolis, IN USA- GR?i'HIC S--ALE IC's FEET All Rights Reserved NOS THI5 DR.A44'QaC,1S NOT II,ITEhUED TO BE REPRESENTED NOTE: 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 LO'T#4 Cass Estates Section I HAMILTON COUNTY, WDIANA 11478 Mears Drive ZONING : SIDE 4' Min. REAR 20' AS A RETRACEMENT OR ORIGINAL BOLNDARY SI.IRVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. to note these items and install correctly. CITY OF CARMEL Item , of 1 PERMIT RECEIPT OPERATOR: pl COPY # : 1 See:06 Twp:17 Rng:03 Sub:CAS Blk:l Lot:4 PARCEL ID ........: ZCAS4 DATE ISSUED.......: 01/29/2008 RECEIPT 4.... .... 27303 REFERENCE ID # 08010121 SITE ADDRESS 11478 MEARS DR SUBDIVISION ......: CASS ESTATES CITY .............. aARMEL IMPACT AREA ...... OWNER ............: PAUL SHOOPMAN HOMES ADDRESS ........: 8227 NORTHWEST BLVD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46228 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS CITY,/STATE/ZIP TELEPHONE .... PAUL SHOOPMAN HOMES ATTN: TERESA SMITH LIC # PAULSHO PAUL SHOOPMAN CUSTOM HOMES 8227 NORTHWEST BLVD ##190 INDIANAPOLIS, IN 46278 (317) 415-0459 FEE ID UNIT QUANTITY -- AMOUNT PD-TO -- -DT ---- THIS REC - ------ NEW BAL ---------- ---------- ----------- USFWATCONN FLAT RATE -- -------- 1.00 -------- ------ 1310.00 0.00 --- 1310.00 0.00 UWATERTAP FLAT RATE 1.00 86.00 --- -- 0.00 86.00 --- 0.00 ---------- TOTAL PERMIT ------- ---- 1396.00 ---- 0.00 ------- 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- - CHECK ----------- 1396.00 ------------------ 2295 - - TOTAL RECEIPT ----------- 1396.00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 08010121 WATER / SEWER PERMIT / RECEIPT Date: 0112912008 PARCEL ID #: ZCAS4 LOT & SUBDIVISION: 4 CASS ESTATES ADDRESS OF CONSTRUCTION: 11478 MEARS DR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN HOMES CHECK #: 2295 Name: PAUL SHOOPMAN CUSTOM HOMES Ph. #: (317) 415-0459 Fax M (317) 415-0466 Email: TSMITH a@PAULSHOOPMANHOMES.COM Street Address: 8227 NORTHWEST BLVD #190 INDIANAPOLIS, IN 46278 Bond Expiration: 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 herchy perrnilted in writing. The sewer shall he installed in accordance with AST[v1 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. Alt 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(x). and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before anv hackfilling is done. Non- compliance may result in digging up the sewer installation andlor denial of future sewer permits and!or denial of water connections. No footing or foundation drains cv other sources of ground water or storm water shall he permitted to enter the public sewer. Sewer inspections 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 least 24 hours in advance. Alt plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE,. lfany street must he cut a <enarate Street cnt nermil ,hail he obtained. APPLICANT NAME: RL GROCE ;l r P r?( PAYMENT RECEIVED BY: !! "" FEES: 1 $1,396.00 PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT