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Home My WebLink About07090101 Sewer/Water Permit/syi' CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07090100 WATER / SEWER PERMIT / RECEIPT Date: 09124/2007 PARCEL ID #; 1713070018004000 LOT & SUBDIVISION: WESTON PARK ADDRESS OF CONSTRUCTION: 10574 WORKOUT WAY ZIONSVILLE, IN 46077 PAYMENT RECEIVED FROM: Name: LA FITNESS INTL, LLC CHECK #: 266403 EXCAVATOR INFORMATION: Name: ENGLISH EXCAVATING, INC. Ph. #: (317) 888-2282 Fax #: Email: Street Address: 7402 LAKE RD INDIANAPOLIS, IN 46217 Bond Expiration: PERMITTYPE: USEWRWATR Special NoteslConditions: SEWERANATER PERMIT LA FITNESS BUILDING @ WES70N PARK BLK A, WATER CONNECTION, AVAILABILITY, AND REVIEW FEES (PER EMAIL FROM JOHN DUFFY.) 'NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR35 of hunsnitevision; or vitrified clay pipe; meeting AST Ni specifications C-700 for extra strength clay pipe of latest revision unless oihermaterials are hercbv permitted in writing. The sewer shall be installed in accordance with ASTM X321 for pvc pipe and the Uniform Plumbing Code Fur the Stile of Indiana- All instatialions 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-I22(a), and sections P300H_I and 2 pfthe International Residential Cade. All building eewers shall be 6" diameter- All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before anv backfdline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water corwections- No footing or foundation drains or other sources of ground water or storm water shall be permitted to cuter the public sewer. Sewer inspections should be requested at 017) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday, or Sunday, o. holidavs unhs arrangements arc made at least 14 hours in advance. !All plumbers or contractors installing sower (or water) lines shall have a plumbers bond posted with the CITY ENGIN'EER'S OFFICE. If atn street must he cut- a senarate street cut. nernut shall he obtained. APPLICANT NAME: JOHN PAYMENT RECEIVED BY: FEES: $32,950.76 TUREK CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: S1ilaara COPY # : 1 _ 1 Sec:07 Twp:07 Rng:03 Sub:WPK 31V A Lot: PARCEL ID ........: 1713070013004000 DATE ISSUED.......: 09/24/2007 RECEIPT #.........: 26326 REFERENCE ID # ...: 07090100 SITE ADDRESS .....: 10574 WORKOUT WAY SUBDIVISION ......: WESTON PARK CITY .............: ZIONSVILLE IMPACT AREA ......: 421 OWNER LA FITNESS INTERNATIONAL ADDRESS ..........: 13570 MARJAC WAY CITY/STATE/ZIP ...: MCCORDSVILLE, IN 46055 RECEIVED FROM ....: LA FITNESS INTL, LLC CONTRACTOR ........ LIC # XENGLEX COMPANY ..........: ENGLISH EXCAVATING, INC. ADDRESS ..........: 7402 LAKE RD CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46217 TELEPHONE ...... ..: (317) 888-2282 FEE ID UNIT QUANTITY AMOUNT PD-TO - DT THIS REC ---- NEW BAL ---------- ------------- UTILREVI FLAT RATE ------ ---- 1.00 ---------- ------ 150.00 - 0 --- - .00 ----- 150. 00 0. 00 UWATAVAIL FLAT RATE 1.00 10241.40 0 .00 10241. 40 0. 00 UWATERCONN FLAT RATE 1.00 22559.36 0 .00 -- - 22559. ------- 36 -- - 0. ------- 00 -- TOTAL PERMIT ---------- ------ 32950.76 - 0 - .00 32950. 76 0. 00 METHOD OF PAYMENT AMOUNT NUTd3ER ----------------- - ----------------- --- CHECK ------- 32950. -- 76 266403 TOTAL RECEIPT 32950. 76 T Regional Waste District Commercial SANITARY SEWER PERMIT 00592 INDIVIDUAL LOT f EXISTING BUILDINGS Permit Type Conditional Subdivision ------- Weston Park ----------------- ------ --- SectionNumber ----- ------------ BlockALAFitness Lift Station 10 Michigan Road Station Treatment Plant ------ CTRWD WWTP ---------------------------- Builder L A Fitness International LLC Phone Number_ . _ _ _ _ Parcel Acreage ------------- 10.140 -------------------- EDU in Gallons 5500 Invoice Number ------------- 2292 -------------------- Lot Number block A Address Number 10574 Street ----------------- Workout-Way ----- - City ------------------- Carmel -------------- Zip Code --------------- --------------- _46077_ County Hamilton °Local Sewer Charge Plan Review and Inspection $0.00 Application Fee $1,7:74.00 ----------------- EDU Fee $29,271.00 Interceptor Fee $37,518.00 --------------------- --------- Fees Due 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.actMly, 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 WSP-3 WSP-4 DSMH Grease Trap No Slab Foundation Yes Lid Elevation 892.93 ft 89279 it Grit Interceptor _ No Crawl Space _ No First Floor Elevation 894.00 ft 894.00,ft -------- -------- - Grinder Station No Basement , No Basement Elevation --------- ----------- ---------- ------ Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor L--'-1 1 L-1.07.1 _ _-1.21 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made; Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. x"11 Conditional. Permit Terms: 1 No connection to the sanitary sewer can be made until all conditions have been 'A Certificate of Insurance with CTRWD listed as the certificate holder is required. iN CTRa y1D CONNECT 6" SANITARY TO EXIST. 8" SANITARY WITH A RIGID SADDLE - SEE DATAILS 8 & 9 / C6.2 FEES DUE PER INVOICE if2292 48 HOUR NOTICE REQUIRED FOR INSPECTION j,l•I'tf('?1' ai71? dti?lXx= - 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 ? W - Phone Number 31 7- f16 Z? Printed Name Jp1 J -T CALE IL Approved By Permit Date 9121!2007 -4enn , ,rector of Admm atration & Customer Service Revised 7/26107 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 connectto 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 mustbe-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, aseptic 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 COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 106 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 02241. 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 SDR21 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 7124107