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HomeMy WebLinkAbout07100004 Sewer/Water Permit/sCITY OF CARMEL• Item 1 of 1 PERMIT RECEIPT OPERATOR: twedding COPY 1 PARCEL Rng:03 4 H Blk: Lot:46 PARCEL ID D .. . .....: ZTRHTRH46 DATE ISSUED.......: 10/02/2007 RECEIPT 4.......... 26401 REFERENCE ID 4 ...: 07100003 SITE ADDRESS .....: 14240 LANG:-SAM 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 / PE CONTRACTOR ........ LIC 4 XJDHCON COMPANY ..........: JDH CONTRACTING ADDRESS ..........: 8109 NETWORK DR. CITY/STATE/ZIP ...: PLAINFIELD, IN 46163 TELEPHONE ........: (317) 839-0520 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 --- 66.00 ---------- 0:00 ---------- TOTAL PERMIT ---------- ------- 0.00 1396.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----- ---------- ------------ CHECK 1396.00 ------ 01011 TOTAL RECEIPT 13 96 00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT '?NOIPNP. PARCEL ID #: ZTRH46 LOT & SUBDIVISION: 46 TRAILS AT HAYDEN RUN, THE ADDRESS OF CONSTRUCTION: 14240 LANGHAM DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ARBOR HOMES LLC ! PE CHECK #: 015011 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD. IN 46168 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWERANATER PERMIT Permit #: 07100003 Date: 10/0212007 rvoresr c,ununrvns: LOT 46 TRAILS AT HAYDEN RUN. WATER. NO NOTES' The building & Sewer Shall be pvc 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 P300S.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installations -hall be "open trench" inspected and aporoved by the Carmel Sewer Department before arty backfilline is done. Non- compliance may result in digging up the sewer installation and,!or denial of future sewer permit and/or denial of water connections. No footine 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 13 171 571-264S 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 plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. ii any street. must he cut. a senamte street cut hermit shall he nbtamed. APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY: FEES: $1,396.00 s Regional Waste District Residential SANITARY SEWER PERMIT' 00606 INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final Subdivision -- Trails at Hayden-Run ---------..------------- Section Number ------- I ------------------ Lift Station 23-126th-Street Station Treatment Plant MIX Builder --- Arbor Homes ------- ----- - Phone Number - - 317-842-1875 Lot Number 46 Address. Number 14240 Street ----------------- Lah ham Dr -------------------- city ------------------- Westfield ---------------=-- Zip Code 46074 County Local Sewer Charge -- ------ ----------- --- Plan Review and Inspection _ Application Fee ----- ----- $100.00 Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice Number EDU Fee ------------------------------------ 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 orstormwater, 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 THR-809 THR-8o8 DSMH Grease Trap No Slab Foundation No Lid Elevation 920.59 ft 920.056. Grit Interceptor No Crawl Space ---- No ------ First Floor Elevation 921.80 it ---------- 921.60 ft ----------- Grinder Station No Basement Yes Basement Elevation 912.60 It 912.80 ft - ------------- --------- ------1-75 Calculation is based on both Manhole. Lid Elevations and the elevation or the First Floor Per Ordinance 9-13-99 and the elevations provided,, the substructure shall be,plumbed by: Ejector Pump Only :t reserves [he 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. Permit Terms: All conditions have been meL Connection to the sanitary sewer isnow permitted. CT?G?o By signing below, I attest that I am familiar Builder! Owner Signature\,91t- Printed Name and agree to accept responsibility for all work done under this permit. Number -,lt f • u l ` Permit Date 912 812 0 0 7 Revised 7126/07 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 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 orpaved •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 $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 or better (NO fernco's,al[owed) 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. 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 ASTNI 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`:60a:m..to 4:30 p.m. Monday through Friday: All District standards can be located on our web site ai'http://www.ctrwd`orgl. ` - 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. 1,5. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 7124/07 Note: me Sabnelder corporation h4befflnd This drawing is based on construction plans or record draw6ng3, 8901 ous A2 a Surnerfr8 and is not based upon a field survey. The Schneider Corpwction ITutorie Port Harrison Tendrmpe wrchdaceare does rot warrant the accuracy or sufficiency of this information. 14wi Its. bsdfnaw 46215-1057 GIs • 119 Contractors should verify existing conditions prior to any 917-826-7100 Geolop construction. Any discrepancy found on this drawing should 317-BU-7200 TAX +' ' tel • f 'I' This Plot Plan Prepared For: Arbor Homes Lot # 46 , containing 12,599 S.F.t, in The Trails at Hayden Run Sec. 1 INSTR. # 200500069468 Clay Twp, Hamilton County Sec 20, T29N, RK 14240 LANGHAM DRIVE (50'R/W) Viestfeld, IN 46074 --Prepared Date:09/21/07 : By KAG Community Restrictions: Side Yard =3' min. Recr Yard = N/A Aggregate = 6 (B.H.) ARBOR HOMES Pod Grade = 920.3 per plan Pod Grade + 1.0' = Garage FIFE (921.3 ) Garage FIE + 0.5' = Residential FTE (921.8 ) Residential FIFE - 9.0 ' = Basement FFE (912.8 ) Driveway Slope = 5.0% Note : The garage finished floor elevation is 1.9' above the curb at the drive, per plan. GROUND COVER CALCULATIONS: Drive = 648 SFt Public Walk =369 SFt Private Walk =75 SFt Seeding = 6,640SFt Sod = 3,631 SFt , even with the rear of house. TC=919.00 PER PLAN be reported to Tha Schneider Corpora-.son nmrneda y, ai n9 to do so mutts to the contractors assumption of all liability: Plot Plan Legend Note: ® Proposed Grades The basement elevation, depicted hereon, nas been determined and based an ODO.O Existing Grades the pod grades and/cur contours taken from the construction plans for this -XaO0 Contour Grade suWIvsbn. Unless stated, no information about fluctuating water tables, sad * Approx. Lateral Location conditions, or sod types no been provided or slated an said plans. This lot - 9- Sanitary Sewer Unes 6 located near a body of rata. Lot or sod cond8ions may require that the -IT- Storm Sewer Lines basement floor elevation be hold 2 foot above normal pod etevation. Site - w - Water Service Unes Investigation may be needed If water U enoaumtered during the excavation - - - - Sub-Surface Drain Limes process or if other know water devotion or sails conditions we present • Manhole (Sanitary or Stan) Investigation and any remedial procedures Is at the dlscretim of the builder ® Beehive Inlet (Storm) to determine and lake appropriate steps of colon. If my grand water is ® Curb Inlet (Siom) encountered during excavation the budder Is mcoaaged to contact The D -- -End Section (Storm)- Schneider corporation to discuss possible courses of action. AL Fire Hydrant NOTE: Flow Line of swale SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. LOT # 46 Note: Sanitary Sewer Top of Casting Information 1 VB # 07.0080316 Upstream Manhole, TG 920.59 Downstream Manhole, TC=920.05 per record drawing. Note: The contractor is to maintain a minimum distance of ten feet (10') between the switry sewer and water line laterals. Note: Builder to ensure positive drainage away from structure(s). M.F.P.G.=920.0 (MINIMUM FLOOD PROTECTION GRADE) 1V D.U.&S.E 0 Assumed North Scale : 1' = 30' W\ Q.?Z C\ ? ?Jr 'may/n M.H. 9 ®®® PEA ftECO? - ?-{ DRAWING 3 1 00 I I'_ B-B I I a t 'I l`•V 140 00' - 1. 1 - T 1 . 5' D.U.&S.E 1&0, I W -- -_-______ L--- -I J--- ` W I 34.33' ? ? = i ? ? B oa °I a s o aJ of O I m 8 `+f'f 200 S x 6.0" o I °i 35 Fg GS ? ? ? N 6 7 66 00 . co r I . . P3 < o Z? II I Qg a3 I -? ? O C_ 74 7 37.33' Ca x 2110' Z . , " 38.0" I 6. or 1 .0 ? 919.3 I 140,00' I 920.3 I10 I 919.8 I FLOOD HAZARD STATEMENT I I CERTIFICATION \\\\y lppltltl` Nppfi/r VACATION FOR THE STULTZ & ALMOND L EGAL DRAIN \\ G?G/i/ \\ ?\S' EASEMENT DATED JANUARY 9TH, 2006, / (5Te a ?:` , Rto•?i?p ? No. 50303 E?o srar OF - V This drawing is not intended to be represented cs a retracement or oriainal boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Staternent• The accuracy of my flood hazard data shown on this report is subtect to map scale uncertainly and to my other uncertainty in location or elewltm an the referenced flood insurance role map. ALL of the within described land DOES NOT UE within that special flood hazard zone A as, said land plots by scale an flood Insurance role map j 18D5700205F fm City of Camel, Indiana (maps dated February 19, 2003). n m a? 1 m an ? O ? rnl Lj Q Q J tI _ w TC=919.70 PER PLAN 919.4 s w c 0 arc co ? c II I w?? I M.II./806 R:-920.05 PER RECORD DRAWING z e7 r ? , E TYPICAL SWALE SECTION Nato Per Camel zoning ordinance 26.1.1 : The residential district limits height to twenty-flue feet (25), however a dwelling may be Increased in height to thirty-five feet (35') provided the side and rear yards are Increased an additional we fool (I? for each one foot (1') the structure exceeds the first twenty-five feet (25') in height.