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Home My WebLink About08010021 Sewer/Water Permit/s00766 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number - Parcel Acreage SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Final Claybourne 14 Austin Oaks Station - - CTRWD WWTP Ryland Homes 846-2783 EDU in Gallons Invoice Number 310 Lot Number 228 Address Number 13446 Address 2 Street Salamone Way 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH CBN3-82 CBN2-81 DSMH Grease Trap No Slab Foundation No Lid Elevation 912.21 ft 910.51 ft Grit Interceptor No Crawl Space No First Floor Elevation 914.20 ft 914.20 ft Grinder Station No Basement Yes Basement Elevation 905.20 ft 905.20 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor' 1.99 3.691 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. dt_ t,. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terns: All conditions have been met. Connection to the sanitary sewer is now permitted. CTRWD r By signing below, I attest that I am familiar with the District's spe ' ications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature - - - ?, Phone Number Printed Name Appro By _ Permit Date 11912008 mrnre omen Service Revised 1/2108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SCANNED 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 $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 femco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 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 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 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 10109107 The Sedndder Copmrtion &&eersq 0 01- Q 811D1 ous LTBUUe 3asuyiq ?Q_ ittrtaaic Fort Harr*111 fendilow Awhttectarb+C? pj ludien+palib 1G I-A 46216-1097 C45 -La Ceolop Schn6ider 917-826-72D01AB Q? 7.,?Jq Plot Plan Prepared for. R.M. of WANA Lot f 228, containing 11,200 S.F.t, in C1ajiboume Section f 3 Instnxnen?t t PODMIKI247 .C. A Slide m Top, HwIton Cowty Sec X T18N, RX 3446 Solamone ruby (50' R/W) 0a "el,.IN 46074 Prepared Dater 12/28/07 : By SKN Proposed 8uyro # 11NGKAI Off Community Reslrictiors: AND HMJN LJ &i e Yard =N/A Rear 'ford = 20' Aq)regate = 14' (B.H.) Zoning = Sl " ate: Sanitary Sewer Top of Casting Inforrnol Jostreom Manhole, TC=912,21 Downstream Monhcie, TC=9117.51 per record drawing i 0 10 20 30 SCALE 1" = 30' Note, The garage finish Poor elevation is 2.1' above the curb et :he drive per plan, Sidewalk to be pierced 1' from property line, 4' from back of curb per plan. ;round Cover Colculations' Crive =796 SF- Public Walk =319 SFf Private Walk =129 SFt Hyc•oseedng =5,058 SFt Sod =405 SYf , from Rear of residence. Optional Sod Pocksge Hydroseeding =1,514 SFt Addl. Sod Pk9.=394 SYt, Peer easement. Plat Plan Legend Proposed Grades 000.0 Existing Grades . 000.0 Contour Grade 3k Approx. Lateral Location Sanitary Sewer Lines -ST- Storm Sewer Lines w Water Service Lines - - - - - - -- Sub-Surface Drain Lines i Manhole (Sanitary or Storm) Beehive Inlet (Storm) ® Curti Inlet (Storm) D End Section {Storm} ,f14 Fire Hydrant - a - - Flow Line of swale unsLlJ n NO'[ This drewifvg is based on oorstnrctior plans or record drawings, and is not booed upon a Cold survey The Schneider Co porotiars does not worrant the accuracy or sufficiency of this information. Contractors should verify existing coeditiens prior to any construction, Any discrepancy found on his drawing should t>a immediately reported to The Schneider Corporation. Farling to der so oil result in the controctor's assumption of all liabiCty, The basement elevation, depicted hereon, has been determ'naa and based on the pad grades ond?ar contours taken from the construction plans for this subdivision. Unksa etoled, no mfarmation about fluctuating water tables, sail conditions, or Sail types has been provided or stated an said ptmt. This lct is ocoted nea, a badly of water, Lot or sail conditions may require that the basement door elevation be held two feet (2'-a f above normal pod elevation. Site investigation may be needed if water is enc%rtered curing the excavation process or if ether known water elevation or sails conditions are present. Investigation and cry remedial procedures ore ct the dsoret4 of the Odds to determine and take oporopriote steps of action.. if any ground water is encountered dying the excavation the bolder is encouraged la contact the Schneider Corporation to discuss possible courses of cctian. SUMP pt1MP NOTE Nave: Bulder to ensure tATER& &P RAIIOR NOTE Sumo pumps to be positive drainage away Contractor to mamtair a pkced by bolder as from struvture(s). minimum dlslaoe a ten feet needed ;10'-Y) between water and CITY OF CARMEL NOTE sanitary laterals. In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased in height to thirty-five (35), provided the side and rear yards are increased an additional foot for each foot such structure exceeds twenty--five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) _ NQIL, MINIMAL TOLERANCE, PRESENT ON THIS LOT s The home location shown hereon has minimal tolerance for placement of r Copt said home due to its proximity to setback lines and/or easement lines. While not required, it may be advantageous that the builder have the TYPICAL 5WALE SECTION foundation pinned after the facting is poured to help ensure that the improvements do not errcroacth upon such lines. A f Lot # 228 c'o $99ti,,? 1`\ VB07.0084360 e ZOO s?- $? s? NOTE: WINDOW WELL NOT PERMITTED ON HOUSE SIDE OF oZig ? HOME DUE TO 15' 6U&SE 9??'v v 55.6' f? \ 5 e- ?{ or, I rr f J 5TR#82? O \ ` Tfr91221__ R.H. of Indiana Finished Floor Elevation Information Pad Grade = 9110 per plan Pad Grade + 0.7' = Garage FFE (912.1 } Geroge FFE + 1.5' = Residential FFE (914,2) Residential FFE - 9.0' = Basement FFC (905,2) M.F.P.G. (MINIMUM, FLOOD PROTECTION GRADE) = 903.8 STR t °L' ' ? PER RECORD ? PER RECORD DRAh11NG A r SIGNATURE : DATE: CA N N.if'-'r SIGNATURE REPRMT5 COfhFMATION OF REMPT OF PLOT PLAN BY CUSTOMER I cerllfy that the plan shown hereon was prepared for the benefit of the parties indicted herear ord for the purpose of obtaimirg o residential construe ion permit on'y. It is my opinion that if the proposed rnbhed grades are corstructed as seown, the surfoce drainage on the subject lot win be satisfactory for reside'tid construction. This plan was compded based on documents prepared by ::hers anal The Schneider Corporgtlon assumes no habi',ity, ffor the accuracy, camplettness or oaeptance o' Use documents. This drawing is not inleneed to be represented os a rttrocemert or arigmol boundary survey, a route survey, or c surveyor location report IL006 HAZARD STARNENT: The accuracy A any flood hazard Cato shown or this plat plan is subject to map sdde uncertainty and to any other uoatainty in locatjon act elevatlpn on the referenced food insurance rate reap (FlRM). ALL of the within described land DOES YCT LE within that special eaod hazard area zone 'AE*, as saf4 lord plots by scale an Comnunfly Mop Panel II18057C 0205F of the floor insurance rate map (FIRM) for Hanitor County, Indiana, Dated February r$ 2Ca3 CITY OF CARMEL Item 1 of 1 PERMI'T' RECEIPT j Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:228 PARCEL ID ........: ZCBN228 DATE ISSUED.......: 01/09/'2008 RECEIPT f.........: 27150 REFERENCE ID P ...: 08010020 SITE ADDRESS .....: 13446 SALAMONE WY SULDIVISION ......: CLAYBOURNE CITY .............. WESTFIELD IMPACT AREA ....... OWNER ............: RYLAND HOMES ADDRESS .. ....... 9025 N RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS CITY/STATE/ZIP TELEPHONE .... FEE ID UNIT QUANTITY ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 TOTAL PERMIT . METHOD OF PAYMENT ----------------- CHECK AMOUNT ------------ 1396.00 TOTAL RECEIPT : 1396.00 RYLAND HOMES LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 1317} 898-0767 OPERATOR: v COPY # : 1 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- 1396.00 0.00 1396.00 0.00 NUMBER ------------------ 14139 SCAN N Ep Of CITY OF CARMEL I CLAY TOWNSHIP WATER 1 SF%NTER PERMIT/ RECEIPT PARCEL ID #: ZCBN228 LOT & SUBDIVISION: 228 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13446 SALAMONE WY WESMELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 14139 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWERIWATER PERMIT Notes/Conditions: LOT 228 CLAYBOURNE, WATER PERMIT NO (VOTES Permit #: 08010020 Date: 0 1 10 912 00 8 The building & Sewer Shad be pvc sewer pipe meeting ASTM specifications 3034 SUR 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 seiner shall be installed in accordance with ASTNI 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent Cit}, of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 4-122(a), and sections P3008_1 and .2 of the International Residential Code. Ail building seivers shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before anv backfillir±gis done. Non- compliance may result in digging up the sewer installation and'or denial of future sewer permits andior 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. Sewer inspections should be requested at (317) 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. plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE- If any rnii r he cul. a separate street cut nermit shall he ohrainal APPLICANT NAME: RICK OROCE PAYMENT RECEIVED BY: FEES: $1,396.00 SCANNED