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Home My WebLink About07110020 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 n Sec:20 T p :18 Rng:03 Sub:TRH Blk: L01:45 PARCEL ID ........: ZTRH45 DATE ISSUED.......: 11/05/2007 RECEIPT #•........: 26724 REFERENCE ID # ...: 07110019 SITE ADDRESS .....: 14228 LANGHAM DR SUBDIVISION ......: TRAILS AT HAYDEN RUN, THE CITY .............: WESTFIELD IMPACT AREA ...... OWNER ......... ... : ARBOR HOMES, LLC ADDRESS ....... ... : 6666 E 75TH ST., 4400 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46250 RECEIVED FROM . ... : ARBOR HOMES, LLC CONTRACTOR .... ... : LIC # XJDHCON COMPANY ....... ... : JDH CONTRACTING ADDRESS ....... ... : 8109 NETWORK DR. CITY/STATE/ZIP ... : PL'vINFIELD, IN 46168 TELEPHONE ..... ... : (317) 839-0520 FEE ID UNIT QUANT ITY AMOUNT PD-TO-DT - THIS REC --------- - NEW BAL --------- ---------- ---------- -- USFWATCCONN FLAT RATE --- 1. -- ---------- ----- 00 1310.00 ----- 0:00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 - - --- 66.00 --------- 0.00 ---------- TOTAL PERMIT ---------- ----- 1396.00 - 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER --------------- -- ----------------- --------- CHECK 1396 --- .00 - 015092 TOTAL RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZTRH45 LOT & SUBDIVISION: 45 TRAILS AT HAYDEN RUN, THE ADDRESS OF CONSTRUCTION: 14228 LANGHAM DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ARBOR HOMES, LLC CHECK #: 015092 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR : SEWER/WATER PERMIT Special Notes/Conditions: Permit #: 07110019 Date: 11/05/2007 LOT 45 TRAILS @ HAYDEN RUN, WATER PERMIT ' NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SUR 35 of latest revision; or vitrified clay pipe. meetin_ 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 AS'I Bbl 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana All installations shall be in strict compliance with pertinent Cin 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 -hall be `open trench' inspected and approved by the Carmel Sewer Department before anv backfilline 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 foundation drains or other sources of ground water or storm water, shall be permitted to enter the public sewer. Se wer inspections should be requested at (317) 571-2648 one to four hour in advance No inspections or installations will be made on Saturday or Suadav 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 OFFICE. If any street must he cut- a senarate street cin nermit shall he obtained. APPLICANT NAME: JOEC ZELLERS PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste ®i rict Residential SANITARY SEWER PERMIT 00685 INDIVIDUAL LOT J EXISTING BUILDINGS Permit Type Final Subdivision Trails-at-Hayden Run Section Number ------- 1 --------------------------- Lift Station ---------- 23 126th Street Station ------- Treatment Plant -- - -'- mix --- -------- '.., Builder ---- --------- Arbor Homes ------------- - ----------- Phone Number 317-842--l-87-5- Parcel Acreage EDU in Gallons 310 -------------------------------- Invoice Number Lot Number 45 Address Number 14228 Street ------ --------- Langham Dr --- City Westfield Zip Code -------------- i46074 -------------- _- County ----------------- Hamilton ------------ --- Local Sewer Charge -------------------------- Plan Review.and Inspection ------------------ Application Fee $100.00 EDU Fee $1,650:00 ------ --------------------------- Interceptor Fee 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 syslem? 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 isthe 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 THR-809 THR-808 DSMH Grease Trap No Slab Foundation No Lid. Elevation 920:59 ft 920.05 ft Grit Interceptor --- No ---- Crawl Space ---- No ----- First Floor Elevation 921.80 ft ------ 821.80•ft Grinder No Basement. Yes Basement' Elevation 911 80 ft 911 80 ft ------`- - ----------' ---------- ----- Calculation is based on both Manhole Lid Elevations and.the elevation of the First Floor 1.21 1.75 Per Ordinance 9-1.3-99 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. 0 n By signing below; I attest that 1. am famili r with.th istricl'a @\pecifications and agree to accept responsibility for all work done under this perrf.it. BuilderOwner Signature yLt _I C ? Phone Number 3t?.-111 \ I Printed Name ?I`( Permit Date 111212007 Revised 7/26107 Permit is valid for ONE-YEAR from the da(e'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 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.S100.00 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, aiseptic 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 DRI1 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 Districtand the District's engineer prior to installation. 9. Wherea 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 B: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 10109/07 The Sobaeider corporation 8901 Otis Armue Hlatarlc Port liaison Indianapolis, Iadteaa 18210-1097 517-828-7100 517-82B-7200 PAY This Plot Plan Prepared For: Arbor Homes Lot "1r 45 , containing 12,599 S.F.t, in The Trails at Hayden Run Sec. 1 INSTR. f 200500069468 Clay Twp, Hamilton County Sec 20, T29N, R3E 14228 Longhorn Drive (50'R/W) Westfield, IN 46074 Prepared Dote:10/26/07 : By. AMA Community Restrictlons: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) 0 LOT # 45 VB # 07,0082062 74.7' - 4m- Assumed North 919.3 1 Scale : 1, = 30' Note: h9hearbai This drawing is based on construction plans or record drawings, Surreyln= and is not based upon a field survey. The Schneider Corporation inadecape Arebitectare does not warrant the accuracy on sufficiency of this Information. GIB .US Contractors should verify existing conditions.prlor toany Geolop construction. Any discrepancy found on this dmwinTshould be reported to The Schneider Corporation immediately, failing to do sc results in the contractors assumption of all liability. Plot Plan Legend Note: ® Proposed Grades The basement eevaVon, depicted harem, has been determined and 000,0 Existing Grades based on the pad grades and/or contours taken from the. -000.0 Contour Grade construction plans for this modirisicn. Unless stated, nor information M Approx. Lateral Location about fluctuating wate tables, soli conditions, or soli typos has been -3- Sanitary Sewer Lines provided or stated on said plans. This lot Is located neo,c body of IR- Storm Sewer Lines water. Lot or soil conditions may require that the basement floor - d - Water Service Wes devotion be held 2 foot above normal pod elevation Site - - - - Sub-Surface Drain Wes investigation may be needed if water is encountered during tie ® Manhole (Sanitary' or Storm) excavation process a If other known water devatbn a mb ® Beehive Inlet (Storm) candilims as present Investigation and my remedial procedures is ® Curb Inlet (Storm) at the discretion of the builder to ceterrnine and take appropriate D End Section (Storm) steps of action. If any ground water Is encountered during excavation All Fare Hydrant the builder Is encouraged to contact The Schneider Corporation to . - • • a - • • _ - Flow We of swale discuss Possible courses of "bon. NOTE: 1 t I V, SUMP PUMP(S) TO BE PLACED M.H.1sm BY BUILDER AS NEEDED. Tc=920.59 PER RECORD DRAWING I Q° i G i 2ao, Q I ? 3aa ; n i 920.3 I 919.8 t o I ?i -~ 10.0' I i ? °i w i r yggg?,,, $ 2D.33 I l 116' i I E-13 y o a ? " ?c ; fat 1.67 i 29.3 ' R ^ I v b, t c3 39.3 L LJ ? kJ ? r i tl p5 , ? o r r vi Vl ? p ? I O N MIN-+at a..l wwj J O CD rn it <?41Z r, an I a=,7. ?oQgc Q I s s Z 65 7 - > . 2OD 57 7 7' ? I I . 919.3 f_ 11 , I 140.1 FLOOD HAZARD STATEMENT CERTIFICATION o: No. S0303 STATE OF ?lq/i' iN D I Af1,P'?Q?\?Q i 200 w ? 200 3 ter Tor m l c N N N ARBOR HOMES Pad Grade = 920.3 per plan Pad Grade + 1.0' = Garage FFE (921.3 } Garage FFE + 0.5' = Residential FFE (921.8 Residential FFE - 10.0' = Basement FFE (911.8 Driveway Slope = 4.1% M.F.P.G.=920.0 Note : The garage finished floor elevation is 1.6' above the curb at the drive, per plan. GROUND COVER CALCULATION& Drive = 925 SFt Public Walk =369 SFf Private Walk =77 SFt Seeding =6,582SFd: Sod =2,907 SFt , even with the rear of house. N/C REVISION 1 This drawing is not intended 10 be represented as a retracement or CCOOR EFR TO FULL BRONT original boundary survey, a route survey, or a Surveyor Location Report. 10-30-07 SKIN Flood Hazard Statement: The accuracy of any food hazard data shown an this report is subject to nap mde uncertainty and to any other uncertainty In location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT NE within that special flood hazard zone A as said land plots by scale on flood insurance rate map If 18057CO205F far qty of Carmel, Indiana (maps dated February 19, 2003). 2I to C I C L t I O < 1 Oe 1 r I I CD 0 m PLAN z ; O < I CD J I 1 i i e t i 15' a° ? 2 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 920.59 Downstream Manhole, TC=___.__ per record drawing Note: The contractor Is to maintain a minimum distance of ten feet (10') between the sonitry sewer and water line laterals. Note: Buflder to ensure positive drainage away from structure(s). ILH.W TC=920.05 PER RECORD DRAWING our o - `,, SLOK nan&L swu.E s6cnoN Note: Per Cannel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25"), however c dwelling may be Increased In height. to thirty-five feet (35) provided the side and rear yards are increased an additional one foot (1') for each one foot (17 the structure exceeds the first twenty-five feet (25) in height