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Home My WebLink About07090042 Sewer/Water Permit/sRegional Waste District dential SANITARY SEWER PERMIT r INDIVIDUAL LOT I EXISTING BUILDINGS it Type Final ivision Villa e_o_fW_est_Cla )n Number 5001 Cation 19 Village of West Clay Station ,nent Plant ---- MIX -------------------------- or Estridge'Group ---------- ------------------ e Number I Acreage n Gallons 310 :e Number Lot Number 438 Address Number 13003 Street ------------- ----- Tradd.St ------------------ City ---------------------- Carmel ----------- ------- Zip Code ----------------- 46032 ------------------- 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 3E NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste t (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during trench" phase and before backfilling with stone to twelve inches above the pipe, NO footing or foundation , or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The t will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for s which are extended beneath driveways or sidewalks., The permit holder (property owner; developer or builder) responsible for damages to the District's sewer system. This includes damages to manholes, castings, )le lids and the like; caused by construction activity on the building site which is the subject of this permit. :tions by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200 its in advance. All new construction will be placed on trilling six months after connection has been made or water is connected, whichever comes first. - uilding has: USMH VWC-448A VWC-446ADSMH e Trap No Slab Foundation. No Lid Elevation 901.05 ft 899.97 ft ----------- -------- --------------- ---------- lterceptor No Crawl Space Yes First Floor Elevation 905.40 ft 905.40 ft er Station No Basement Yes Basement Elevation 895.40 ft 895.40 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 4.35 5.43 finance 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. .Manholes 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. CTRVQ erals are located on this property. Only one connection. is being: made per plans received. Pro] sible for the condition (if both laterals that extend to main line. r O ling below, I attest thatI am familiar with the District's specifications a nd agree to accept responsibility for all work done under this permit. er/Owner Signature Phone Number (6y-9530 Printed Name- Approved, @y? Permit Date 9.1712007 Candy. Feltner. Ditectorot Admin/snetion 8 Custmnei Service (/26107 Permit invalid 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 pro sewer is within 300 feet for Hamilton County or 100 feet for Boone County cf the property line. Only one build 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 connec the Districts sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a buildinc addition, patio, porch or paved driveway. Air test is required to show if acceptable for re-use. The property c% 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 prio(to covering the installed: lateral so that the District can inspecbon to determine compliance with the District's sewer use ordinance. Such notification shall be made 2 prior to the need for the inspection. If the inspection failsand a second inspection is required, or contractor is site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will.be due. This must 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 mainteni private sewage disposal (septic) systems. The County. Ordinance provides in part that, upon connection to a sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stoi safe and sanitary manner." Please contact the appropriate County Board of Health for further information an( 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 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 ma be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches w 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 usec SDR 2t and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepte 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 gasketf 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 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 business hours of 8:00a-m. to 4:30 p.m. Monday through Friday: All District standards can be located on our 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 844.920024 hours prior to time;o 14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is to be placed on top of th 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 Rev Q1 Schneider n. Refuse. Depiction 111411weer"'I 191torle rod ihrriras {® ecp 4eAaain. i:aleciped4 Teed,.. 4321"037 C0 • IH 317w 17100 estop aY-we6 = pQ PI_ ot_Dion-P.repored far. Estridge Custom Lat-#-438,ycontaining 8,050 S.F.t, in r_.VCLLAGE_0F_VIESTCEAf 7 Gec5et-a 1:50017 Instrument # 200500019934 P.C. If 3, Slide B 606 ??T/- 300YTfadd-St Feet7(50' RIW) ?rmeL_WS6D32 Prepared Date: 09-06-07 : By. AMA Cammonity Restrictions Side Yard - S min. me side only Rear Yard - 12' Aggregate - 20% of the width of the lot at BTL Horses Plat Plan Legend ® ? h o es F i?1 g an d loon Contour (lade rk Apprax. Lateral Location - t Sanitary Sever Line -a- Storrs Sewer lines - v - Water Service Liles _ - _ _ S t Srface Drodn Lines 49 Umtxie (Smithey a Storm) ® Beehive Inlet (Storm) ® orb Wet (storm) D End Secibn (Stem) Aq % Nydranl -•••-••• -Fine Line of awake - - Buldng Line (BL / HSL) _ - _ _ - - _ Easement Line Finished Floe Elovallcr, Information Pod Grade - 9113.4 per cde Pad Grade + 0.Y - Gonage FIE (9017) Pad Grade + 1.7' to FFE of Resl a,S i `9t 4G Residential FFE - 10.0'3 -4FEJG i'Fir(895:4)_:?) Note : The gouge finished floor ebwtlon Is 3.1' above the nab at the drive, per awn DRIVEWAY SLDPE - 14.8% Note Binder is to grade side yard swab to grades shown an this plan. If bolder is unable to achieve positive drainage nay Fran proposed ffaucture, the engineer shall be contacted. bolder It not to deviate from grades shown an this plan without the cement of both the The Schneider Corp. and 8n nick Del. This plat plan was prepared bead on Information lake Ion record plate, shdtdhAsion plan; record dronings and piano provided by client it is the responsibility of the contracts to verify SHe conditions prim to construction and notify Iho Schneider cap. and Branwsk Development of any dmatpuhcies Al mud In streets from trucks leaving lot to be denied at the nod of each do): Straw babes and ell fence to be used where Imeded to keep mud oil of streets and not of storm severe AD serAm lotoals crossing at attb are stomped SA= Sanitary Sewer SS. Subsurface Drain W- Water Area of water tap to be tad filed with greedar motoid to Blum IT of tap of Curb. Arm of water tap to be mixed to He orignd =,Man prim to constwtlo. Granular bock 81 suggested mom drberoy at mnHay aver Mud trendy water One trench and my aHor excavated eeos (ir dWOtion mars) Locotan of ul11Uss an plat plan are general locations per plan and should be verified In the field. Note: (seeandaareas - Wetday) Max height 357%, lob 100' and larger (to eve line) 30' an less than 100' Max cmerags 50% Note: (primary, arms - Westday) Max height 30' Buld-vy One 2 stories Um coverage: 50% Pad elevation sham Is per pans and Is not the as-bullt davatkm The information la the elevation difference, between the prknory fiished floor elevation to the top at basanenl veal and to the bosermad finished floor was prodded by the client This drawing 6 not Intended to be represented as a retocienent a aigind boundary survey, a route survey. a a Suveryv Location Repot. S0303 STATE aF BASEM_ NOTE The basement elevation. depicted hereon, has been determined and based on the pad grades and/e contours taken bon the construction plans for this subdivision. Uniess stated, no °r ? nformarm about Buctualing water table, sol cmWtkM or sob type has ban provided or stated an said alone, This lot is Tv'inaei ?> located new a body of water. Lot or sal conditions may Wilco, that the basernent floor elevation be held two fee (2'-0•) above mrmd pad demotion Site investigation may be needed if voter 6 encountered during the excavation process a B other known water elevation or was cond'dieu are present nvesugadon and any ' p LOT # 438 remedial Procedures are at the d wetion of the odder to d t d i Vb07 0079701 e erm ne an take appropriate steps of action: If any ground . water a encountered dung the excavation the builder is PO A YMAL PER enwmoged to aantaet The Schneider Corporation to dismm lr PAUL D?0 possible courses of adia. 9 Note Sump pump(s) to be placed by buider as needed Note: Bulder to eas rs Positive drainage away h. strrchre(s). _ o Assumed Nodh Note Sanitary Sewer Seale : i• - 30' Tap of Costing nfamation Upstream Mmhole, TF- 981.05 Downstream Manhdy 7F- 899.97 per record draebgs LATERAL SEPERATION NOTE Contractor to maintain a mhbwm distance of ten feet (10W) between eater and sanitary laterals NOTE: MINMAL TOIPRANCE PRESENT ON THIS LOT The home location shown hereon has mined Worm. for placement of sold home due to Its proximity to setback rues molar moment fees, Mile not rewired, H may be advantageous that the binder have the foundation pvmed after the lootng a posed to help enema that the Improvements do not enaoueh upon such rases. shwey., Indbna j S0303. dosed land ?U? hereby certify that In my oplnl.% If the finished erodes are ecnotructed as shown, the Surface Dralncge an as subject vol. will be satisfactory for Resfdenliol Cans'.ractlan. CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT EL ID #: ZB62436 'SUBDIVISION: 436 VILLAGE OF WESTCLAY ESS OF CONSTRUCTION: 13003 TRADD ST CARMEL, IN 46032 ENT RECEIVED FROM: THE ESTRIDGE GROUP CHECK #: 016773 JATOR INFORMATION: R.T. MOORE CO., INC. (317) 291-1052 Fax #: Email: Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Expiration: IT TYPE: USEWRWATR -, SEWERNVATER PERMIT d NoteslConditions: 436 VILLAGE OF WESTCLAY, WATER PERMIT NOTES Permit #: 07090040 Date: 09/1012007 uldine & Sewer Shall be pvc sewer pipe meeting ASTIM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting I specifications C-700 for extra strength day pipe of latest revision unless other materials are hereby permitted in writing. The sewer e imialll in accordance with ASTM 2321 for PVC Pipe and the Uniform plumbing Code for the State of Indiana. AlI installations shall be :t compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section a), and section P3008.1 and .2 of the International Residential Code. All building sewers shall he b" diameter. t ll do - -h II be "open trench" Inspected acid 3nnroved by the Carmel Sewer Department before any backfilling is don. Non- iance may result in digging up the sewer installation and/or denial of.faWnr sewer permits and/or denial ofwater connections. Drina or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. insuectiuns should be reouestcd at 13 17) 571-2 64 8 one to four hours in advance. petitions or installations will he made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance- All ors or contractors installing sewer (or water) lincs shall have a plumbers bond posmd with the CITY ENGINEER'S OFFICE. If any street c cut- asenarsre street. cut ndrmit shall he. ohtnined. :ANT NAME: PAUL OWEN ENT RECEIVED BY: i.00 CITY OF CARMEL 1 of 1 PERMIT RECEIPT Sec: Twp: Rng: Sub:B62 Blk: Lot:438 PARCEL ID ........: ZB62438 DATE ISSUED.......: 09/10/2007 RECEIPT #......... : 26222 REFERENCE ID # •.•: 07090040 SITE ADDRESS ...... SUBDIVISION ....... CITY .............: IMPACT AREA ....... 13003 TR DD ST VILLAGE OF WESTCLAY CARMEL OPERATOR: plux COPY # : 1 OWNER ............ : ESTRIDGE CUSTOM ADDRESS .......... : 14300 CLAY TERRACE BLVD CITY/STATE/ZIP ... : CARMEL, IN 46032 RECEIVED FROM .... : THE ESTRIDGE GROUP CONTRACTOR ....... : LIC # XRTMOOR COMPANY .......... : R.T. MOORE CO., IN C. ADDRESS .......... : 6340 LAPAS TRL CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46268 TELEPHONE ........ : (317) 291-1052 CD UNIT QUANTITY AMOUNT PD-TO - -DT -- THIS REC ----- NEW BAL ---------- ---- ---- - -------- _ONN FLAT RATE 1. -- ---------- ---- - 00 1310.00 - 0.00 1310.00 0.00 PAP FLAT RATE 1. 00 86.00 0.00 - 86.00 ---------- 0.00 ---------- PERMIT ---------- - 1396.00 0.00 1396.00 0.00 OF PAYMENT AMOUNT NUMBER ----------- ------------ ------------------ 1396.00 016773 RECEIPT 1396.00