The URL can be used to link to this page

Home My WebLink About07100105 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 2 r Sec:27 Twp:13 Rng:03 Sub:395 Blk: Lot:62 PARCEL ID ........: ZB95062 DATE ISSUED.......: 10/18/2007 RECEIPT $.........: 26567 REFERENCE ID # ..•: 07100104 SITE ADDRESS .....: 695 ALLENHURST CIR SUBDIVISION ......: ASHBURY PARK CITY .............: CARMEL IMPACT AREA ...... OWNER ............ : PRECEDENT HOMES ADDRESS ..........: 9339 PRIORITY WAY W DR STE 100 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM .... : A-1 EXPEDITORS, INC CONTRACTOR ....... : LIC # XSUTEXC COMPANY .......... : SUTTZ EXCAVATING ADDRESS .......... : 12484 E. 156TH ST. CITY/STATE/ZIP ... : NOBLESVILLE, IN 46 060 TELEPHONE ........ . (317) 773-3091 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 ----------------- CHECK TOTAL RECEIPT : AMOUNT ------------ 1396.00 1396.00 NUMBER ------------------ 10375 CITY OF CARMEL / CLAY TOWNSHIP V`fli.4gAF! WATER / SEWER PERMIT / RECEIPT Jboipfly PARCEL ID #: ZB95062 LOT & SUBDIVISION: 62 ASHBURY PARK ADDRESS OF CONSTRUCTION: 695 ALLENHURST CIR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: A-1 EXPEDITORS, INC CHECK M 10375 EXCAVATOR INFORMATION: Name: BUTTZ EXCAVATING Ph. #: (317) 773-3091 Fax #: Email: Street Address: 12484 E. 156TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT Permit #: 07100104 Date: 10/18/2007 NUTA!W.onuruuna: LOT 62 ASHBURY PARK, WATER PERMIT NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or 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 with ASTM 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. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), 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 backtillinc is done. Non- compliance may result in digging up the sewer installation and,'or denial of future sewer permits and/or denial of water connections. No footing or Ibundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspection- -should he requested at (31) 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 plumber or contractors installing sewer (or water) lines shall have a plumber bond posted with the CITY ENGNEER`S OFFICE. If any street must be cpt. a senarate street cut nermit shall he obtained. APPLICANT NAME, PAYMENT RECEIVED BY: FEES: S1,396.00 r Regional Waste District Residential SANITARY SEWER PERMIT 00626 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision --------- Ashbu Park ----- Section Number 2 Lift Station ------ 04 Springmill Ridge Station ---------------------------- Treatment Plant ------ mix -------------- Builder -------------- Precedent Homes ------- -------------------- Phone Number Parcel Acreage -------------------------------- EDU in Gallons 310 Invoice Number 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 arebelow 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 ABP-514 ABP-513 DSMH Grease Trap No Slab Foundation No Lid Elevation - 878.40 ft 881.3 ftGrit Interceptor No Crawl Space Yes First Floor Elevation 861.60 ft 881.60 ft ------- ------ -------' Grinder Station No Basement No Basement Elevation _ -_ _ CalcOation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.20 __`0.30 Per Okdinance 9-13-99 and the elevations provided,. the substructure shall be plumbed by: Not Applicable District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. holes shall remain. accessible atall'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. Lot Number i62 Address Number 695 Street Allenhurst Cir - -------- city ------------ --------- - Carmel ---------- Zip Code 46032 County Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 --------------------------- EDU Fee $1,650.00 ------ ----------- Interceptor Fee Fees Due By signing below,.) attest that I am familiar with N District>,specifications and agree to accept responsibility focall work done. under this permit. Builder I Owner Phone Number Printed Names rFt n A-( Permit Date 10/1712007 Revised 71 1o7 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 ofliotice 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 if 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 notificadoh 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 addifional 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical orElectrofused 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:OOa.m. to 4:30 p.m. Monday through Friday:.All District standards can be located on our web site at http:llwww.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. y 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 CONSULTING ENGINEERS L A N D S U R V E Y 0 R S 7965 East 1061H Slreel • Fishers, IN 46038 (317) 849-5935 • 1-800-728-6917 • FAX: (317) 849-5942 H 695 ALLENHURST CIRCLE POND N.P. ELEV.=973.00 100 YEAR ELEV.=876.65 C. A. "F" 77.4 IRREG. D.E. E ; 77.4 P i 55.00 1.6 E 7 :.6 15.O.E. rv N P 7 E 80.1 P 80.1 'BJ n2.20 2.2 .53 2 .00 , 2 9.00 ° or or (n5i N N . ? EnSi. FT [LEV.= 591.60 ? 00 (CRAWL SPACE) (LH) v 0 0 rv a _ 1 u 2- GAR. 7 7 .2 3 .6 880.43 AS 9L9LT I SOD 17' CONC- DRIVE 15' D.&U.E. 1 3 A_ w w LL_ UJI LLJ \l. 21w El 11111(51)' R/W) 3 0' O LIFT JOB0 ASPK.62 CON1R01. / 57351 LEGEND: E 99.99 EXISTING GRADE (BEFORE CONST.) LINE P 99.99 PROPOSED GRADE (AFTER CONST.) S.S.D. SUB-SURFACE DRAIN SANITARY SEWER' -STORM SEWER W WATER MAIN - W 3/4- WATER CONNECTION SCALE SF SILT FENCE ® SEWER MANHOLE (®? STORM MANHOLE ® CURB INLET FIRE HYDRANT n D.&U.E. DRAINAGE & UTILITY EASEMENT v L.E. LANDSCAPING EASEMENT S.L.E. 51GN LANDSCAPE EASEMENT I? ALL UNDERGROUND SEVERS AND UTILITIES AS BUILT SHOWN ARE PLOTTED BY SCALE FROM 'RECORD CRAWINGS' FURNISHED BY ENGINEER. TYPICAL SWALE DETAIL LOT 62 ASHBURY PARK SECTION 2 INST. #200200099718 P.C. #3, Slide #115 ZONING: S-1 - OPEN SPACE 6' BETWEEN STRUCTURES SOD: 979 t Sq. Ft. GRADED ONLY., 2,057 t Sq. Ft. CONC. DRIVEWAY: 552± Sq. Ft. PRIVATE WALK: 62t Sq. Ft. PUBLIC WALK: 1151* Sq. Ft. NOT TO Q SCALE 0 1,pplumNpry 1S C yG'' No. 80040348r STATE OF /1VDIANP0Q IIIIIIIIT CONTRACTOR SHALL BE REQUIRED TO CUT THE LATERAL LOCATION BACK 3.5' TO MEET THE FIVE FOOT MINIMUM SEPERATION FROM ANY STRUCTURED WALL. NOTE: THIS ORAMiNC IS NOT INTETIDED 10 BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY. A ROUTE SURVEY OR A SURVEYOR IDCATION REPORT. 1 n = 30' LOT AREA:6,050 Sq. Ft. or4w CAN .,p 'Y IOLEY SEZ" "DON'T DIG BLIND" ALL TYIO WORKING DAYS BEFORE YOU DIG. IVS THE LAW I-SD aoD-3ez-SSaa