The URL can be used to link to this page

Home My WebLink About07110178 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP 1 WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZABB16 LOT & SUBDIVISION: 16 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12961 BIRKENSTOCK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005338 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR Special NotesfConditions: SEWERIWATER PERMIT Permit #: 07110179 Date: 11/30/2007 LOT 16 ABERDEEN BEND. WATER CONNECTION PERMIT. - NO NOTES' The building R Sewer Shall be pve sewer pipe meeting ASTNI specifications 3034 SDR 35 of latest revision; or vitrified clay pipe. mecting ASTNI 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(x). and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installation- -hall be't pen trench" inspected and approved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in dieging 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 norm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 571-2648 one to four hour in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All plumber or contractors installing sewer for water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street mnsr he cut. a senarme street rut permit shall he ohtained. APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item 1 of I PERMIT RECEIPT Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:16 PARCEL ID ........: ZABB16 DATE ISSUED.......: 11/30/2007 RECEIPT ##.........: 26907 REFERENCE ID # ... 07110179 SITE ADDRESS .....: 12961 BIRKENSTOCK ST SUBDIVISION ......: ABERDEEN BEND CITY .............: CARRMEL IMPACT AREA ...... OPERATOR: slillard COPY 4 : 1 OWNER .......... .. : SILVERTHORNE HOMES, LLC ADDRESS ........ .. : 6666 E. 75TH ST. 4400 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46250 RECEIVED FROM . ... : SILVERTHORNE HOMES CONTRACTOR .... ... : LIC # XWIL WAT COMPANY ....... ... : WILSON WATER & SEWER ADDRESS ....... ... : 3015 S CHASE ST CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46217 TELEPHONE ..... ... : (317) 7BS-624 7 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ------ THIS REC ---------- NEW BAL ---------- ---------- -- --- USFWATCONN FLAT PATE 1. ---------- - 00 1310.00 --- 0.00 13i0.00 0.00 UWATERTAP FLAT FATE 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 0005338 TOTAL RECEIPT 1396 .00 -? Regional Waste District muzi uenual SANITARY SEWER PERMIT 00721 INDIVIDUAL LOT /.EXISTING BUILDINGS Permit Type Final Subdivision ---------- ,Aberdeen Bend ----------------------- -- Section Number 1 Lift Station --------- 23 126th Street Station ------------------------- Treatment Plant ------- mix ------------------- 'Builder ----------- --------- --------- -- - Phone Number - -- - Parcel Acreage EDU in Gallons Invoice Number -- -------- 310 Lot Number 16 Address Number 12961 Street Birkenstock St city --- --------- ----------- Carmel -------------- Zip Code --------------------- 46032 --- County Hamilton Local Sewer Charge ------------ -------------- Plan Review'and Inspection Application Fee ------------- $10,0.00 --- ------- 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 clunng .'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 six months after connection has been made or when water is connected, whichever comes first. The. building has: USMH ABB-106 ABB-105 DSMH Grease Trap ------ --- No --- Slab Foundation— No ------ Lid Elevation 915.67 ft -------------` 915.66 ft ----------- Grit Intercepto'r' No Crawl Space No First Floor Elevation 917.5011 917.50 ft Grinder Station No Basement Yes Basement Elevation, 907.50 ft 907.50 ft Calculation is based on both. Manhole Lid Elevations and the elevation or the First Floor 1.83"l 1.84 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump 7 The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made., anholes shall remain accessible at ail 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. C f-lk,{ t:f-tt/' 1, By signing below, I attest that I am familiar with the District's specifications. and agree to accept. responsibility for all work done under this permit. Builder/ Ow Phone Number 3Ty -(ll? 1? a t? l? Permit Date il/2912007 Revised 7126107 Permit is valid for ONE-YEAR fromthe 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 300feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connechto,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 heed for the inspection. If the inspection fails and a second inspectionis 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, 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 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. 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 shallbe 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:walis 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. IUPP.S 1-8007382-5544, 48 hours prior to digging Revised 10/09/07 the,Schadder Corpastim 8901 Otis beam MAoria Port Hurueo bell nmpabs, hadiam 45218-1097 317-826-7100 317-828-7200 PAZ This Plot Plan Prepared For. Spverthome Homes Lot # 16 , containing 14,138 S.F.f, in Aberdeen Bend Subdi"on Section / 1 INSTP. # 200500066134 Book $ 3, Page # 739 Hamltan Cowty, Cloy Township 12961 Birkenstock Street (50a Carmel, IN 46032 Prepared Date: 11/15/07 : By. Community Restrictions: Side Yard = N/A Rear Yard = 2V Aggregate = 30' Zoning = S1 SUMP PUMP NOTE Sump pump(s) to be placed by ourder as needed LABBITY NOTE The musing a bawd on cautnalim plods or record dmwkq& sunayiog add Is not bawd upon o field umy. The Sdmelder Landscape kthileotme Corporation dm not wmmnt the coca xy or utedency of this GIs • La In`onwtion. Contractors should verify existing condllone Wior to any owenctYsu Any dncreponcy found on this drama Cenln® mould be bnmedotdy rVoted to Tie Schieider CapamUm. Faing to do so rM result in the contractors wmnptlon of cl Bahoity. LATERAL SQUAION NOTE Nola Binder to mwm Contractor to maidoc a minin um pooh, drainage annoy korn distance of tan fat (1a'-0') atrudwa(s). between rater and sonhory totems. Plot Plan Legend ® Proposed Grades ooao Existing Grades X000.0- Contour Grade * Approx. Lateral Location 6 - Sanitary Sewer Lines -sf- R W Storm Sewer Lines / ) - v - Water Service Lines - - - - Sub-Surface Drain Lines AMA ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) ;et, Fre Hydrant - . > • - • • • - Flow Line of swale SlIverthome Homes Pad Grade = 916.0 per plan MH@ ABB 105 Pad Grade + 1.0' = Garage FFE (917.0 ) Garage FEE + 0.5' = Residential FFE (917.5 ) Tc-714L9gj17.6, Residential FFE - 101 = Basement FFE (907.5 PER ) Driveway Slope = 5.4% e eASNENT NOTE The be,e ant dewtlon, depicted lesson. has construction Woe, for this sbdlsieion. Unless been pmddd or slated on uld. dons This I floor dessolfon be held loo led (Y-5) above the acarollm proem or If other hwwn din at the ds slion of the buider to detrmhe r esaotbn the bolder a e dourtmed to coma M.F.P.G.=911.93 Note : The garage finished floor elevation 20' above the curb at the drive, per plan. LOT # 16 VB # 07.0082956 1 I 10 20 3 SCALE 1' = 30' Ground Cover Calculations: Drive =1,580SFs Public Walk =624 SFt Private Walk =202 SFf Seeding =4,324 SFt Sod = 5,908 SFi ,to the rear of home. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=915.70 Downstream Manhole, TC=915.50 per plan. nhed mid bud on the pd grades and/r contoore t*m ban Bw information abort euct ioU,g water table; sul cmdnnn; or sal types ho d Poor o body of voter. Lot or sell emcrit oo may rewh that free basement d elevation. Site nwA*tbn may be needed If watt Is encantmd doing a wls conditions me present. InwtlgNbn ard my... mocdum are ?proprlote elope of Mien. If my Bound vatr Is muountrd dut,g the fielder Corporation to discuss poeenb courses of octim shown hereon en pnpaed M the benefit of the prtlas Indicted he phlm Unct If the proposed finished grade, an constructed as whom, . This plan was complied bred on daamnb prepared by others on Imce of those dcuments. The dravhg Is not Intended to be repress report F OM H LWO STATEMENT: The o=m7 of my Baod hmrd data mom on the wvwtobty In location v 010,oft on the m1 nced toad nssnce rate map (ES two hmad Pea mM T. as sold W plots by cede on Conewnly Mop Pond County, hdlma Doted February 1% 2001 e of obtonng a re,ldentld cone'nudlon n the subject lot e111 be utiefim ory for otIm a®anw no rob0ly for the acoaacy, or orWoi boundary smwy, a route ",, pion Is a&)dt to map scde unartdnty and to my other All of tar wHhn dwabed Imd DRS NOT LIE wxhn that pwioi IBO 0205F of 8u flood hsurmu rote moid "W) M Hmitm