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Home My WebLink About08010096 Sewer/Water Permit/sPermit Type Final Subdivision Cass Estates Section Number S?Jt? Lift Station 17 Zion Hills Station Treatment Plant CTRWD VWVfP Builder Paul Shoopman Home Building Group Phone Number 317-415-0459 Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number 18 Address Number 3965 Address 2 Street Andretti Dr City Zionsville Zip Code 46077 County Harri'tcn 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 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-716 CE-714 DSMH Grease Trap No Slab Foundation No Lid Elevation 907.68 ft 907.31 ft Grit Interceptor No Crawl Space No First Floor Elevation 909.20 ft 909.20 ft Grinder Station No Basement Yes Basement Elevation 900.70 ft 900.70 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.52 i 1.89 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. 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. ??O?,?p1ANA • Nq??/CA h ?G y a RWD < • \ . A?; 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 - ? ?,r.r6-Phone Number Builder I Owner Signature!;/14 Printed N -?- ( C Approved p____ Permit Date 1123/2008 Candy J. Feltner, Director of Administration & Customer Service Revised 112/08 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRVVD seal in red ink. Residential SANITARY SEWER PERMIT 00780 INDIVIDUAL LOT I 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 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 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 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 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 1-800-382-5544, 48 hours prior to digging. Revised 10109107 PLOT . PLAN DRAwiNG NOT TV BE SCALED - DMIENSIOM PREVALENT PROPOSED FINISHED FLOOR ELEVATION HOUSE : 909.2 PROPOSED FINISHED FLOOR ELEVATION GARAGE : 908.0 PROPOSED FINISHED FLOOR ELEVATION BASEMENT : 900.7 000.0 - PRECONSTRUCTION GRADE 000.0 - PROPOSED GRADE > DRNG. FLOW j - ELEC. METER SOD: 349 ± Sq. Yds. Hydroseed Area: 3,259 ± Sq. Ft. HOUSE WALK : 280 ± Sq. Yds. DRIVEiAPRON : 1,450 ± Sq. Yds. CI'T'Y WALK : 370 ± Sq. Yds. PATIO/STOOP : 80 ± Sq. Yds. SERVICE DOOR STOOP : 12 ± Sq. Yds. NOTE: REFERENCE CERTIFICATE OF CORRECTION: INSTR. # 200500067046 FOR CORRECTED BEARINGS AND EASEMENTS ON MONTOYA DRIVE. I QT # 18 C ass Estates S ection 1 HAMILTON ( COUNTY, IiNDU 3965 Andretti Drive ZONING ; SIDE 4' Min. REAR 29 Model : BRECKENRIDGE Elevation "A" 100% Full Front Brick Ledge (See Note) Brick Per Attached Plan 3rd Car Garage Option 2' Width Ext. Thru GR, BR 2, BR 3, & HBath 2' Width Ext. Thru BR 4 & Loft (BR 5) 2' Width Ext. Thru Basement Fireplace W/ O.C. Washed Agg. Front Porch, Rdar Patio, Service Stoop ... House Walk, Driveway Diamonds Hardi-Plank Front Porch With Footings Basement Option # 3 (9' Walls) CAUTION: INSTALL SAN. LATERAL PRIOR dretti Drive 50' R1W (30' Pvmt.) M H. A 716 T C 907 58 S 9°29' 2" 90.001-4 `S-P F-P E i ?. .. "` co eao / i Inv 896 31 anitary Sewer '? a"PV Scne]-lad D.L & S S.E 2 SL ate' ,vas-,.,? ? B Q Z o `o -.r s _ n.o 906.9 807.6 T'' co 905.7 T & w O 9D7.8 N I L? •7 Proposed Pad Elev =907 5G I Proposed Drive m " Residence ' " ' v ? I 1 C Scale: 1 = 30 y 905.8 Job No. 07-0031 Lz PC 907 B 9D4.s o Date: 01-17-08 PUmp 907907 ' Sumo Drawn By : SAR 2- 16.3- 4-4- _ _ ' r 1 ' ' > y e 1 5 ?,-veie Shoo 7' 2 14' Steps O M r 904.1 ?? 9Q4.6 C:) p Lot 18 Z 10.800 So Ft 903.8 C.R. # 6 VAR. D.&U E & LV A.E &P A-E- NOTE: IT SHALL BE THE RESPONSIBIL.I Y OF TIE BUII.DFR&ONIR4CTOR LOCATION OF OTHER PFRMENr FEATURES. ELEVATIONS. AND ALL UNDER GROUND UTILITIES (HOLEY 610LEY I-$00-382.5544) PRIOR TO THE START OF CONSTRUCiTON THE INTENDED USE OF THIS PLAT PLAN IS FOR SECURING BUIDP W, PERt+M ONLY AN-D SHALL NOT BE USED FOR ANY OTHER PLT.POSE. Copyright 2007- Paul Shoopman Home Building Group, Inc., Indianapolis, IN USA- F. All Rights Reserved NOTE: THIS DRAWING IS NOT 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. Lot 15 I Elev =907 10 7? ? X07 313t SCALE IN -EET 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 anention to where brick is to be installed. It's the responsibility of all contractors to note these items and install correctly. CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdclan COPY # : 1 Sec:06 Twp:17 Rng:C3 Sub:CAS Bl.k:l 1,0018 PARCEL ID ........: ZCAS18 DATE =SSUED....... : 01/23/2008 RECEIPT #......... 27251 REFERENCE ID 4 ...: 08010095 SITE ADDRESS .....: 3965 ANDRETTI DR SUBDIVISION ......: CASE ESTATES CITY .............. CARMEL IMPACT AREA ...... OWNER ............. PAUL SHOOPMANN ADDRESS .......... : 8227 NORTHWEST BLVD CITE'/STATE/ZIP ...: INDIANAPCLIS, IN 46278 RECEIVED FROM ....: PAUL SHOOPMAN CONTRACTOR .......: LIC # X.ATKEXC COMPANY ..........: ATKINS EXCAVATING INC ADDRESS ..........: 9110 HUGGIN HOLLOW RD CITE'/STATE/ZIP ...: MARTINSVILLE, -N 46151 TELEPHONE ......... (g12) 422-9467 FEE ID UNIT QUANTITY - AMOUNT PD-TO -DT THIS REC NEW BAL ----- ------- FLAT RATE 1.00 1396.00 0.00 1396.00 0.00 TCTAL PERMIT ---------- ------ 1396.00 ---- ---------- 0.00 1396.00 ---------- 0.00 METHOD OF PAYMENT ----------------- CAECK TCTAL RECEIPT : AMOUNT NUMB E R ------------ ------------------ 1396.CC 2268 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZCAS18 LOT & SUBDIVISION: 18 LASS ESTATES ADDRESS OF CONSTRUCTION: 3965 ANDRETTI DR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN CHECK #: 2268 EXCAVATOR INFORMATION: Name: ATKINS EXCAVATING INC Ph. #: (812) 422-9467 Fax M Email: Street Address: 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Notes/Conditions: LOT 18 CASS ESTATES. WATER PERMIT " NO NOTES Permit #: 08010095 Date: 01/23/2008 The building 8t Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision. or vitrified clav pipe, meeting ASTM ,pcciFications 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 ASTMS 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall b, 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 scdions P3008.1 and .2 of the International Residential Code All building sewers shall be 6' diameter. All installations shall be "oxen french" inspected and approved by the Carmel Sewer Department before any backfiiling is done. Non- compliance may result in digging up the sewer installation andrbr denial of future sewer permits andlor denial ofwwater connections- No footing or foundation drains or other sources of ground water or storm water shall be 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. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OF it E. If any street tnmt he cut_ a Senar:ite street cut ncrmil shall he OhMined APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00