Loading...
HomeMy WebLinkAbout07090143 Sewer/Water Permit/sCITY OF CARMEL i Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolan COPY 1 Sec:30 Twp:18 Rng:03 Sub:GLO Blk: Lot:22 PARCEL ID ........: ZCL022 DATE ISSUED.......: 10/09/2007 RECEIPT 4... ...: 26474 REFERENCE ID ...: 07090142 SITE ADDRESS ..._.: 13270 W LETTS LN SUBDIVISION ......: GLEN OAKS CITY .............: WESTFIELD IMPACT AREA ....... OWNER ............: DAVID & ALBERTA MONTGOMERY ADDRESS ..........: 6923 N. KARLORAMA CITY/STATE/ZIP ...: LEESBURG, IN 46538 RECEIVED FROM ....: HEARTWOOD CUSTOM CONTRACTOR ....... : LIC # X20/20EX COMPANY ..........: 20/20 EX_CAV. SPECIALIST ADDRESS ..........: 6632 E. 266T7 ST. CITY/STATE/ZIP ...: ARCADIA, IN 46030 TELEPHONE ........: FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REO °- ------ - ---------- ---------- -- USFWATCONN FLAT RATE 1.00 1310.00 0.00 1310.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 ---------- ---------- ---------- TOTAL PERMIT 1396.00 c .ca 1396.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ -- CHECK 13901.00 22682/22742 TOTAL RECEIPT 1390'.00 i NEW BAL 0.00 0.00 0.00 " CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT I RECEIPT PARCEL ID #: ZGLO22 LOT & SUBDIVISION: 22 GLEN OAKS ADDRESS OF CONSTRUCTION: 13270 W LETTS LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: HEARTWOOD CUSTOM CHECK #: 22682122742 EXCAVATOR INFORMATION: Name: 20120 EXCAV. SPECIALIST Ph. M Fax M Email: Street Address: 6632 E. 266TH ST. ARCADIA, IN 46030 Bond Expiration: PERMIT TYPE: USEWRWATR . SEWERiVVATER PERMIT Special NoteslConditions: Permit#: 07090142 Date: 1 010 912 0 0 7 LOT 22 GLEN OAKS, WATER PERMIT 'NO NOTES` The building & Sower Shall be five server pipe meeting.ASTM specifications 3034 SDR 35 of latest revision; ur 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 •vith ASTM 2321 for pve pipe and the Uni€orrn Plumbing Code fortlte State of Indiana. NI 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 well= P300S.1 and ? of the Intemationul Residential Code- All huildin, sewer shall be 6" diameter. AI] install ations shall he "onen trench" inspected and anvmved by the Carmel Serer Department before anv haekfi II ine is done. Non compliance may result in digging up the sewer installation and/or denial of fuwre sewer permits and/or denial of water connections, No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter [he public sewer. Sewer inspection- should be requested at (317) f71-2649 one to four hours in advance. No inspection; or installarions will be made on. Saturday or Sunday or holidays unless arrangements are made at least 24 hour in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE If any street mnct he, cut a scnarate sneer cm nermit shall he nh1ained. APPLICANT NAME: CHARISSE FISHER PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District Residential 00599 SANITARY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision Glen Oaks Section Number Lift Station --------- 14 Austin Oaks Station -------- Treatment Plant CTRWD WWTP Builder ------ ------ Heartwood Custom Homes ----- Parcel Acreage EDU in-Gallons 310 Invoice Number Lot Number 22 Address Number --------- A 3270 -------------- Street -------- --------- Letts. Ln W --------- --------- City ------------------- Westfield ------------ Zip Code - 46074 County --------------- - Hamilton --------------- 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 six months after connection has been made or when water is connected, whichever comes first. The building has: USMH GO-26 GO-2s DSMH Grease Tra No Slab Foundation No Lid Elevation 899.22 ft 905.67 ft Grit Interceptor No Crawl Space No First Floor Elevation 901.40 ft --- ----- - 901.40 ft' -------- Grinder Station No Basement. Yes, _ Basement Elevation 891.40 ft j 891.40 ft Calculation is based on both Manhole Lid Elevations and the elevation of ihe First Floor 2 x.27 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only 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. ox By signing below,1 attest that I ra a iliar with the District's specifications and agree to accept responsibility for all work done under this permit Builder IOwner Signatur Phone Number ?i 5/ Printed Name -t,- ?k r / Y Permit Date 912 612 0 0 7 Revised 7/26107 Permit is valid for ONE-YEAR fromthe date issued. Permit valid only with CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect todhe 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 toahe 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 force-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 bemade 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 promo 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 03034, SIX INCH,PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM 02241, 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 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 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 feel 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 athttp:l/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