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Home My WebLink About07090107 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 n Sec:30 Twp:18 Rng:03 Sub:CBN Bik:3 Lot:253 PARCEL ID ........: ZCBN253 DATE ISSUED.......: 09/24/2007 RECEIPT #.........: 26335 REFERENCE 1D # ... : 07090106 SITE ADDRESS .....: 13212 SALAMONE WY SUBDIVISION ......: CLAYBOURNE CITY .............: WESTFIELD IMPACT AREA ...... OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RH OF INDIANA, LP CONTRACTOR .......: LIC # PEARLGRA COMPANY ..........: EARL GRAY & SONS, INC ADDRESS ..........: CITY/STATE/ZIP ...: BARGERSVI_•LE, IN 46106 TELEPHONE ........: 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 AMOUNT NUMBER ----------------- - ----------------- ------------ CHECK 1396.00 13711 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZCBN253 LOT & SUBDIVISION: 253 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13212 SALAMONE WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 13711 EXCAVATOR INFORMATION: Name: EARL GRAY & SONS, INC Ph. #: Fax #: Email: Street Address: BARGERSVILLE, IN 46106 Bond Expiration: 911112007 PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Permit #: 07090106 Date: 09/24/2007 N ULean.onm{IV11b. LOT 253 CLAYBOURNE, WATER PERMIT NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASf:NI 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 Stale 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 Cip, Code Section 9-122(a), and sections P3008.1 and 2 of the International Residential Code. All building sewer shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any bacUlling is done. Non- compliance may result in dining up the sewer installation andior denial of future sewer permits and.!or denial of water connections. No Joining or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer Sewer inspections should be requested at f3l7) 571-2648 one to four hours in advance. No inspections or installations kill 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 plumber bond posted with the CITY ENGINEER'S OFFICE. If any street must he cut- a senarate street cut nermit shall he ohtaincd_ APPLICANT NAME: RL ,?,?GROCE PAYMENT RECEIVED BY::: I- G FEES: J $1,396.00 - o a _- Regional Waste District Residential. SANITARY SEWER PERMIT 00594 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision ---------- Cla bourne ------------------------- Section Number 3 Lift Station ---------- ------- 14 Austin Oaks Station Treatment Plant ---- - - CTRWD WWTP -------------------------- Builder ------------- - Ryland Homes Phone Number 846-2783 Parcel Acreage. --------------------------------- EDU in Gallons 310 invoice Number Lot Number ----------- 253 --------------------- Address Number 13212 Street -------------- Salamone Way --------------------- City ------- - ----------- Westfield. Zip Code 46074 County Hamilton Local-Sewer Charge Plan Review and Inspection Application Fee ! $100.00 01 EDU Fee $1,650.00 ------- Interceptor Fee ------------------------------ Fees Due $1,750.00 --------------------------------- ---------------- PLEASE NOTE: Installation of building sewer shall be.perthe 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 I drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. iThe District will assume no liability for drains which;are below the grade level of the nearest downstream manhole norifor laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages.to theDistrict'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 CBN2-67 CBN2-66 DSMH Grease Trap No Slab Foundation No Lid Elevation 912.73 ft 914.47 It Grit Interceptor No Crawl Space _ - -- No First Floor Elevation 916.10 it 916.10 f t Grinder Station No Basement Yes Basement Elevation 907.10 It 907.1Off -------- -----------. ----- --------- t Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.37 1.63 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. shall remain accessible at all limes. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms:. All conditions have been met Connection to the sanitary sewer is now G`THtVD l By signing. below, I attest that I am familiar with the Distrid3,spec4fications and agree to accept responsibility for all. work done under this permit., Builder / Owner Signature Phone Number Printed Name //C_ l (l G Approved By ?-(V'll- ` ? / Permit Date 912412007 Revised 7R6107 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 or paved driveway. Air testis required to show if acceptable for re-use. Theproperty 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 advisedthat 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, ASTMD2241, 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 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 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,specificaiions 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 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 7124107 The Schaelder Corpomtim %opaecdn` Note: 8901 Gus Avenue sur.e7m` This drawing is based on construction plans or record Historic Port Rsrrison leadscspe Arahttectare drawings, and is not based upon o field survey. The Indianapolis, Iadlene 46210-1037 0® • U3 Schneider Corporation does not warrant the accuracy or 317"826-71DO Ge0100 sufficiency of this information. Contractors should verify 317-826-7200 PAY existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to Plot Plan Legend The Schneider Corporation immediately, failing to do so This Plot Plan Prepared For R.H. of Indian ® Proposed Grades results in the contractors assumption of all liability. death-- 23?, containing 10,500 S.F.t, in 000.0 Existing Grades c ./:ew nnn.? ?-060.0 TT'"`'"''"'???"`'' * Approx. ur o Glade Lateral Location t Note The basement demotion, depicted hereon, has been determined and Section 1 3 - 6 - Sanitary Sewer Lines based an the pad grades and/a contours taken from the construction # 200400080247 - ar- INSTR Storm Sewer Lines plane for this subdivision unless stated, no ufmnation about . - v - Water Service Lines fluctuating water tables, sot conditions, or Will types has been P.C. # 3, Slide # 533 - - - - - - - Sub-Surface Drain Una provided or stated on sold plans. This lot Is located near a body of ay Ttnp a Hamilton Count fl Monhole (Sanitary or Shim) water. Lot or sail conditions may require that the basement floor d f t b e d l ti ti , U ® Beehive Inlet (Storm) oo a ove nam po on. So e eva on 2 eleva is - Sec 30 T18N _ KWG ® Curb Intel (Storm) pr may may b be needed 1 if rater Is encaunlaed during the e euawtiBan procecess ?132f2?ALAMI3NE--WAY (50 R/Y? D End Section (Storm) F a if other known water elevation or sob conditions are present ,q ire Hydrant Investigation and any remedial procedures is at the discretion of the - • _ . - = o • a < 44 ? - Flow Una of swale oulder to determine and take appropriate steps of action. If any , , - Prepared Da e: 9 3 07 : By. WRW - Building Line (BL / BSL) r i grand water is encountered during excavation the builder is - - - Propos Proposed Buyer(# GOVINDARAJ KALYANASAMY _ asern ent L ne encouraged to contact The Schneider courses of action Corporation to disngs possible & PADMAVATHI BALAKRISHNAN Note Sump pump(s) to be Community Restrictions: placed by builder as needed. Side Yard = 5' Rear Yard = 20' Aggregate = 10' (B.H.) Zoning = S1 R.H. of Indiana Finished Floor Elevation Information Pad Grade = 913.9 per plan Pad Grade + 0.7' = Garage FFE (914.6 ) Garage FFE + 1.5' = Residential FFE (916.1 } Residential FFE - 9.0' = Basement FFE (907.1 ) Note : The garage fill floor elevation is 2.0' above the curb at the drive, per plan. Ground Cover Calculations: Drive = 790 SFt Public Walk =246 SFf Private Walk =45 SFf Hydroseeding =1,769 SFt Sod =350 SYt , from Rear of residence. Optional Sod Package Hydroseeding =3,000 SFi Addl. Sod Pkg.= 197 SY3, to Rear easement. Sidewalk to be placed 1' ham property line, 4' from back of out, per pion. I ?? I< V I ?d I? I IN o I I? I Ig 586' ?--I-- Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=91233 Downstream Manhole, TC=914.47 per record drawing 3 A. TYPICAL SWALE SECTIM Note: The contractor is to maintain a minimum distance of ten fat (10') between the sanitary serer and water line laterals. Note: Builder to ensure positive drainage away from structure(s). 40.00' ? V i 6 I ' 4 ' V 63.6' z ? o 1 N 0 I p c I Lot # 253 V.b # 07,0079378 0 ?o Assumed North Scale : V = 30' Note Per Carmel zoning ordinance 26.1.1 : ihe residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (357 provided the side and rear yards are increased an additional one foot (1) for each one foot (1') the structure exceeds the first twenty-fire feet (25') in height 125 912. 1 122' o m o o i I 3 ?w Ln 3 Z N n ^ ; CD N p STIR 12 7 Mf I I 91 2 73 206 TC= $ PER RECORD Q to a. a DRAWING 6 ` a a 26 t yy ?{ tja I ? s,3 `?' own' ? w+ ? I ?+? ha n' ? ? I ! I ( 722 974 ?3 I I m This drawing is not intended to be represented as c retracement or original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the references flood insurance rate map. ALL of the within described lane DOES NOT lie within that special food hazard zone AE as said land plots by scale on flood insurance rate map 418057C 0205 F for the City of '11 1 L I A 1 - - FLOOD HAZARD STATEMENT CERTIFICATION STR TC= 14.47 \\\\\\11111 111111!/1! ' PER REC. DWG. \\\p a\\ , c, Carmel. Indiana dated February 19, 2003. SIGNATURE : DAIS SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. No. ` S0303 STATE OF r SV1% olionnrnnunNUUU\\\\\ EBM v 6.1 2EV=9126 B-F