The URL can be used to link to this page

Home My WebLink About07090138 Sewer/Water Permit/sPage 1 of 2 Lillard, Sarah N From: Duffy, John M Sent: Tuesday, September 18, 2007 3:09 PM To: Mike Dauss Cc: Lillard, Sarah N, Spearman, Ted A Subject: RE`,Burger King-West-Carmel marFetplace--i Mike, r: The 12 month average for the Burger King at the Shadeland location is slightly more than 36,000 gallons per month. Threfore the connection fee would be figured as follows; 1 edu equals 9,000 gallons per month 36,000 gallons divided by 9,000 = 4 edu's 4 edu's x $1396 per edu = $5584 connection fee There is also a $150 review fee bring the total water fee owed to $5734.0 1 looked at using the 61 seats to figure the fee. It would be 6 edu's using this method, so it is cheaper going with the usage from a similar facility which we are allowed to do per City Ordinance. Please let me know if you have any questions. Thanks John Duffy Utility Director 571-2451 From: Mike Dauss [mailto:mikedauss@daussarchitects.coml Sent: Tuesday, September 18; 2007 12:34 PM To: Duffy, John M Subject: Burger King West Carmel marketplace John, Attached is water usage from the Burger king located on Shadeland Avenue. The Shadeland store is an 80 seat dining room. The proposed Dining Room fro West Carmel marketplace is a 61 seat capacity. Kitchen layouts are similarjand the toilets are single occupancy. If you need any other information please contact me. Thanks for your help. Mike Dauss Dauss Architects 9/18/2007 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT Sec:07 Twp:17 Rng:03 Sub:WCM B1k:H Lot:5 PARCEL ID ........: 1713070025002000 DATE ISSUED.......: 10/03/2007 RECEIPT #.........: 26418 REFERENCE ID # ...: 07090137 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ....... 9853 MICHIGAN RD N WEST CARMEL MARKETPLACE CARMEL 421 OWNER ---- ........ : ADDRESS .......... CITY/STATE/ZIP ... RECEIVED FROM .... CONTRACTOR ....... : COMPANY .......... ADDRESS ...... ....: CITY/STATE/ZIP .... TELEPHONE ........: FEE ID UNIT QUANTITY ---------- ------------- -------- UTILREVI FLAT RATE 1.00 UWATERCONN FLAT RATE'' 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT ----------------- ----- CHECK 5734.00 TOTAL RECEIPT 5734.00 BURGER KING CORPORATION 5505 BLUE LAGOON DR MIAMI, FL 33126 MICHAEL R. DAUSS LIC # XDORSEX DORSEY EXCAVATING 19088 DESKANE AVE, NOBLESVILLE, IN 46060 (317) 774-0892 AMOUNT PD-TO-DT ---------- ---------- 15x.00 0.00 5584.00 0.00 ---------- ---------- 5734.00 0.00 NUMBER ------------------ 1024 OP='RATOR COPY # THIS REC - "50.00 5584.00 ---------- 5734.00 slillard 1. NEW BAL ------0.00 0.00 ------0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT ?Ri trio-+,' PARCEL ID #: 1713070025002000 LOT & SUBDIVISION: 5 WEST CARMEL MARKETPLACE ADDRESS OF CONSTRUCTION: 9853 MICHIGAN RD N CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: MICHAEL R. DAUSS CHECK #: 1024 EXCAVATOR INFORMATION: Name: DORSEY EXCAVATING Ph. M (317) 774-CB82 Fax M Email: Street Address: 18088 DESHANEAVE, NOBLESVILLE, IN 46050 Bond Expiration: PERMIT TYPE: USEWRWATR SEWERANATER PERMIT Special NoteslConditions: Permit #: 07090137 Date: 10103/2007 BURGER KING 9 LOT 5 WEST CARMEL MARKEPLACE WATER CCNNECTION PERMIT. AMOUNT PER EMAIL FROM JOHN DUFFY_ -NO NOTES The building & Sewer Shall he pvc sower pipe meeting AS I'M specifications 3033 SDR 35 of latestrevision; or vitrified clay pipe. meeting ASTM specifications C-700 For extra strength clay pipe of latest revision unless other maieriata are hereby permitted in writing. The sewer shall be installed in accordance with AS TM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances- Rack. Water check valves shail be installed in accordance with Cin Code Section 9-122(a). and secliom P3008, I and .2 of the International Residential Code. All building sewers shall be 6- diameter. Al I installations shall be "open trench` inspected and a roved by the Carmel Sewer Lae arrmcm before anv backfllino is done. Non-. compliance may result in digging up the sewer installation anNor denial OF future sewer permits and/or denial of %vater connection>. No footing or foundation drains or other souses of ground water or storm water shall be permitted to enter the public sewer. Sewer inspec Ii ions should be requested at f3 17) 4,71-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arraneemons are made at least 24 hours in acvance. All plumbers or contractors inolallin_"sewer (or water) lines shall have a plumbers bond posted with the CITY ENGENE-ER-S OFFICE. If any street must be cut, a senarate street cut hermit shall be nhtained_ APPLICANT NAME: RICHARD S MPSON PAYMENT RECEIVED BY: FEES: $5,734.00 r? ,? a - --- Regional Waste District Commercial SANITARY SEWER PERMIT 00593 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number Parcel Acreage EDU in Gallons Invoice Number Conditional ----------------------- West Carmel Markel Place -Block-H---BURGER KING 10 Michigan Road Station ------- -------- -------- CTRWD WWTP Burger King Corp 1.092 ------------------------------- ------------------------------ ---- ----- -------- - 1240 Lot Number Lot ------------- Address Number -------- -------------------- 9853 ----------- Street -------- -------- Michigan Rd -------------------- - City ------------------- Carmel - - - Zip Code 46032 County Hamilton Local Sewer Charge - __ = _ _- Plan Review and Inspection _ Application Fee: ---- ----- ------_$400.00 EDU Fee $6,6+090.00 Interceptor Fee (LiJ --- , Fees Due U $7,000.00 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 six months after connection has been made or when water is connected, whichever comes first. The building has: USMH MR-41 MR-40 DSMH Grease Trap Y,es Slab Foundation Yes Lid Elevation 882.79 ft 8?e_?j0 fat --------------- Grit Interceptor No Crawl Space No First Floor Elevation 886.00 ft' 886.00 ft --- -- -------- -------r-- Grinder Station No Basement No Basement Elevation - -- --------- 3.21 0.40 Calculation is based on;both. Manhole Lid Elevations and the elevation of the First Floor E_-Q, Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable ! &t The Districtreserves the right to inspect all sump pump connections to ensure no illegal connections have b P",ade. Manholes shall remain accessible at all times.. Buried manholes will be corrected by the Developer/Ow or, . J. Conditional Permit Terms: 7l r No connection to the sanitary sewer can be made until all conditions have been satisfied. tW .' ' A Certificate of Insurance with. CTRWD listed as the.certificate holder is required. '?Syani Grotl - Other required permits must be on file with the Ditrist prior to final connection. -.SADDLE TEE TO MAIN - 1,250 GAL EXTERNAL GREASE TRAP REQUIRED By signing below, I attest that I am familiar with the District's specifications and agree to accept responswuny ror worrt none unaei uoe t,e11111t.. Builder/ Owner Signature 11(Af lpil Phone Numberaig )_)m Lo' l l 0 J l Printed Name Approved By ?. ?!Permit air Permit Date 912112007, i"f r n1 Ae1milllSfr2 Revised7126107 Permit is valid for E-YEAR from the date issuedvalid 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 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 forthe 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.orbetter (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 100 FEET APART. 7. Bedding Use Number 8 crushed stone or Number8 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 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 hftp://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