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Home My WebLink About08010003 Sewer/Water Permit/sINDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 43 Subdivision Trails at Hayden Run Address Number 14180 Section Number 1 Address 2 Lift Station 23 126th Street Station Street _ _ ,Langham Dr Treatment Plant mix City Westfield Builder Arbor Homes Zip Code 46074 Phone Number 317-842-1875 County Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 Parcel Acreage EDU Fee $1,650.00 EDU in Gallons 310 Interceptor Fee invoice Number 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 gio months after connection has been made or when water is connected, whichever comes first. 7W61 C? The building has: Grease Trap No Slab Foundation Grit Interceptor No Crawl Space Grinder Station No Basement USMH THR-808 THR-800 DSMH No Lid Elevation No First Floor Elevation Yes Basement Elevation Calculation is based on both Manhole Lid Elevations and the elevation or the First Floor 1 920.05 ft 920.46 ft 921.80 ft 921.80 ft 911.80 ft 911.80 ft 1.75 1.34 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only i 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. r C T R W D R?r!nh?IL 05 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 Builder / Owner Signature Printed Phone Number Approved Permit Date 11212008 O `L y J Fell.r, Detector .(A d. IhlW-ion 8 Customer Service ?j _ Revised 7126/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. GP ? 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 addition, patio, porch or paved driveway. Air test is required to show if acceptable for re-use. The pi 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 allowed) DUCTILE IRON MECHANICAL COUPLING 1MTH 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:llwww.ctrwd.orgl. Clay Township Regional Waste District 10741 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 ' Note: O0?°0a This drawing Is based on construction plans or record drawings, 'aistoric Tart 1lersisoa f tendeoepe 1m1sltactue and is non based upon a field survey. The Schneider Corporation mdleaapoh ladles. U21e-1009 GIB , U3 4lb does not warrant the accuracy or sufficiency of this Information. 317-1126-7100 G00100 Contractors should verify existing conditim prior to any FAZ Ile L construction. Any dlsaepancy found on this drawing should ? ? Schr4kiw be reported to The Schneider Corporation immedlotety, Wing to do so remits In the contractors assumption of all liablity. This Plot Plan Prepared For: Arbor Homes Plot Plan Legend Note; Lot 43 , containing 12,599 S,F1, in ® Proposed Grades - The basement elevation, depleted hereon, has been determined and based on the pad gmdas and/or contours token from the The roils at Hayden Run Sec. 1 '000.0--- contour trade stated bd l ¢ at INSTR. # 20D500069468 _ * Approx. Lateral Location ? ft ?? Sanitary Sewer Linos , r w4 tyW has been aboiA eucha? g .a ter table ? t?s, o Clay Twp, Hamilton County err Storm Sewer Ones prodded or stated an saki ,;tans ThIa lot Is located new a body of water. Lot or sell conditions may require that the basement noon Sec 20, T29N, R3E - v Water Service Lines demotion be held 2 foot above namd pod elevation. Site hwaUgatlah ff?R - - - - - - - Sub-Surfoce Drain Lhees may be needed it rota Is encountered during the emrwrtian process 14180 Lan ham Drive 50 W) • S St l / Manhole ( anitary or or m) or ff other known water siewtlal or sob oarwtitkxhe we present Westfield, IN 46D74 0 9as11Ye Inlet (St=an) Inrwstlg om and any rememu procedures Is at the dlsattim or the Prepared Date: 12/20/07 ; By. AMA ® Curb Inlet (Storm) builder to determine and take appropriate steps of octkon. H my D End Section (Storm) ground water Is encountered during excavation the buldr is Community Restrictions Fire Hydrant encouraged to omtaot The 50hlwkw carporation to discuss poswe Side Yard -3' min. Flow Lhe of swale courses of actlon. Rear Yard - N/A NOTE: Aggregate -v 6 (H.H.) Nate: Sanitary Sewer SUMP PUMP(S) TO BE PLACm Arbor Homes Top of Casting Information Upstream Manhole TC= 920.05 BY BUILDER AS NEEDED. Pad Grade = 920.3 per pion Pad' Grade + 1.0' =Garage FFE (921.3 } , Downstream Monhoi% TC=920,46 Garage FIFE + 0.5' = Residential FFE (921.8) per record drawing p LOT # 43 Residential FFE -10.0` = Basement FIFE (911.8) Note: VB 07 0084191 Driveway Slope = 5.3% The contractor Is to maintain a . MFPG = 920,00 minimum distance of tan Not (10) between the so nitry sewer and water Note : The garage finished ffoor elevation ' fine laterals. H jE 608 ° M is 2.0 above the curb at the drive, per , Mon. Note: Builder to amre TC-920.06 positive drainage away PER RECORD GROUND COYER CALCULATIONS: from structure(s). Assumed tt" DRAWING Drive = 688 SFt SCale 30' Public Walk ^369 SFt Private Wolk =71 SFf Seeding = 6,640SFf - - - - - - -- - - - - - -4 t , Sod = 3,190 SFt , t 15' D.U,?CS E I ' T 5.0' even wi the rear f house. PER RAI I i I 919. 924A 91 . I i -?- ' c7i ..k tit co i Q 16..0 17.0' 16. a _ 15' DU.&S.E ----- 74.7 ?i $S.DO --- -- I i O7 °f n ??I er 26.0' .7 s w 1-4 LII T r i co h w I +v ` g ; I Ala o &D' I AS I 66.7' I PEA PLAN I , Li qQ ??N O? O 2. ?? • O =? I Cot, I ? ? I I M C) CD I,? Q 1'AO = tia? I I " I Q ' 0 1 x.83' 21 380 2fL0' i ¢ J r ? 1 I rn ei ? I CFi I 16' I o, I I 9.0' D. 9-B i 919. 920.2 19. 'C I ? - - - 140.00' I I I I e FLOOD HAZARD STATEMENT CERTIFICATION I . ?,.... t u w i pan 60303 STATE OF S This drawing is not intended to be represented as a retracement or original boundory survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement The oearocy of my flood hazard data slam on this report Is subject to mop Poole uncertainty and to my other uncertainty in location or dewltfon on the referenced flood Insurance rate map. ALL of the within described land DOES NOT LIE within that specid flood hazard nine A err sold land plots by scale on fiend Insurance rate mop # IW57CMW for City of Camel, Indiana (maps dated February 19, 2003}. APPROXIMATE LOCATION OF THE MAWK STULTP AND ALMOND LEAGEL DRAIN EASMENT (75 ON BOTH SIDES OF THE FIELD TITLE) AS SCALED FROM COUNTY SURVEYOR'S LEGAL DRAIN MAPS (WILL BE CRUSHED OF ABANDONED ACROSS THE TRAILS O HAYDEN RUN SITE PER APPROVED METHODS BY THE HCSO) NOTE: MINIMAL IQ06NCE PRESENT ON THIS LOT The home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and/or easement lines. While not required, it may be advantageous that the budder have the foundation pinned after the tooting is poured to help ensure that the improvements do not encroach upon such lines. b ! E TYPICAL swum SE ON V C3 Note: Per Carmel zoning ordinance 26.1.1 : The resldentiat district limits height to twenty-flue feet (261 however a dwelling may be increased In height to thirty-five feet (35) provided the side and rear yards we increased an additional arse foot (1) for each one foot (1'} the structure exceeds the first twenty-five feet (25') In height CITY OF CA-REEL Item 1 of 1 PERMIT RECEIPT OPERATOR: pl COPY # : 2 Sec:20 Twp:18 Rng:03 Eub:TRH Blk: Lot:43 PARCEL ID ........: ZTRH43 DATE ISSUED.......: 01/02/2008 RECEIPT #......... 27105 REFERENCE ID # ..,: 0801QQQ2 SITE ADDRESS .....: 14180 LANGHAM DR SUBDIVISION ......: TRAILS AT HAYDEN RUN, THE CITY .............. WESTFIELD IMPACT AREA ....... 0"1jTNER ............: ARBOR HOMES, LLC ADDRESS ..........: 6666 E. 75TH ST. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 416250 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS ...... CITY/STATE/ZIP TELEPHONE .... ARBOR. HOMES, LLC LIC # KJDHCON JDH CONTRACTING 6109 NETWORK DR. PLAINFIELD, IN 46168 (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 86.00 0.00 TOTAL PERMIT : 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER. ----------------- ------------ ------------------ CHECK 1396.00 015212 TOTAL RECEIPT -----1396.QQ 5G >tf.°;,`; fir CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID M ZTRH43 LOT & SUBDIVISION: 43 TRAILS AT HAYDEN RUN, THE ADDRESS OF CONSTRUCTION: 14180 LANGHAM DR WErSTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ARBOR HOMES. LLC CHECK #: 015212 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. M (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD. IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR ; SLVVERIVVATER PERMIT Special Notes/Conditions: Permit M 08010002 Date: 01/0212008 LOT 43 TRAILS @ HAYDEN RUN, WATER PERMIT ` NO NOTES The building & Sewer Shall he 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 utiless other materials are hereby permitted in writing. "Fhe 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 in strict compliance with pertinent City of Carmel ordinances. Sack Water check valves shall he installed in accordance with City Code Secli 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfillin is s done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. Ua 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 he 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 ENCH FE.R'S OFFICE. If any street mint he cull- a senarate street cul nermit Shall he ohtained- APPLICANT NAME: TIM PAYMENT RECEIVED BY: FEES: $1,396.00 ZELLERS ?o ?G