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Home My WebLink About07120067 Sewer/Water Permit/sCITY OF CARMEL !m 1 of 1 PERMIT RECEIPT OPERATOR: :wedding COPY # : 1 Sec: Twp: Rng: Sub:B62 Blk: Lot:470 PARCEL ID ........: ZB62470 DATE ISSUED.......: 12/14/2007 RECEIPT #.........: 27022 REFERENCE ID # ...: 07120066 SITE ADDRESS .....: 12983 DEERSTYNE GREEN ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMFACT AREA ...... OWNER ......... ... : D B KLAIN BUILDERS ADDRESS ....... ... : 2159 GLEBE ST 4200 CITY/STATE/ZIP ... : CARMEL, IN 46032 RECEIVED FROM .. .. : D B KLAIN BUILDERS CONTRACTOR .... ... . LIC # XHICKEXC COMPANY ....... ... : HICKORY EXCAVATING ADDRESS ....... ... : 308 S. CLARK CITY/STATE/ZIP . .. : COLFAX, IN 46035 TELEPHONE ...... .. : iE ID UNIT QUANTITY AMOUNT PD-TO- -- DT --- THIS REC ---------- NEW BAL ---------- ------ ------------- ----- TATCONN FLAT RATE --- 1. -- ---------- ----- 00 1310.00 0 .00 1310.00 0.00 'ERTAP FLAT RATE 1. 00 86.00 0 - .00 --- 56.00 ---------- 0.00 ---------- L PERMIT ---------- ------ 1396.00 0 .00 1396.00 0.00 OD OF PAYMENT AMOUNT NUMBER --------------- - ------------- --------- 1396 --- .00 - - 017293 L RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120066 WATER / SEWER PERMIT / RECEIPT Date: 12/14/2007 'ymnna.. 4RCEL ID #: ZB62470 )T & SUBDIVISION: 470 VILLAGE OF WESTCLAY )DRESS OF CONSTRUCTION: 12983 DEERSTYNE GREEN ST CARMEL, IN 46032 kYMENT RECEIVED FROM: ime: D B KLAIN BUILDERS CHECK #: 017293 :CAVATOR INFORMATION: ime: HICKORY EXCAVATING M Fax M •eet Address: 308 S. CLARK and Expiration: RMITTYPE: USEWRWATR ecial Notes/Conditions: Email: COLFAX,IN 46035 SEWERlWATER PERMIT DT 470 VILLAGE OF WEST CLAY. WATER. NO NOTES' D building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest rcvisi on:. or vitrified clay pipe, meeting TM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer 11 be installed in accordance with AST,M 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be Hrict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 22(a), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. installations -hall be "open trench" inspected and approved by the Carmel Sewer Department before anv back fling is done. Non- ipliance may result in digging up the sewer installation ancVor denial of future sewer permits and/or denial of water connections. footing or foundation drains or other sources of around water or storm water shall be permitted to enter the public sewer. Fer inspections should be requested at Q 171 571-2648 one to four hours in advance. inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All nbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street t. he cm. a senarate street cut nermir shall he. obtained- LICANT NAME: AARON C BOEKE KENT RECEIVED BY h 0006 is 36.00 <esiaential SANITARY SEWER PERMIT )0735 INDIVIDUAL LOT /.EXISTING BUILDINGS 'ermit Type Final Lot Number ------------------------------------- iubdivision Village of West Clay - - - ----------------------- iection Number 5001 ----------- 9 ----------Y ------ ift Station 19 Village of West _C_ la Station _ treatment Plant I - Mix 3uilder ------------ ?_ - - - - ----------- 'hone Number 'arcel Acreage 'DU in Gallons - 310 ---------------------------------- 470 ----------------------- Address Number 12983 Address 2 ---------------- ------------------ -Street ------------ ------ ne Green St - Deerst --------" - 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 ivoice Number I Fees Due $1,750,00 LEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste istrict (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during ipen trench" phase and before"backfilling with stone to twelve inches above the pipe. NO footing or foundation iains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The istrict will assume no liability for drains,which are below the.grade level of the nearest downstream manhole nor for terals which are extended beneath driveways or"sidewalks. The permit holder (property owner, developer or builder) ill be responsible for damages to the District's sewersystem. This includes damages to manholes, castings, anhole lids and.the like; caused by construction activity on the building site which is the subject of this permit. spections'by the District are MANDATORY and shall be arranged by coritacting the District's office at 844-9200 1 hours in advance. All new construction will be placed on billing six months after connection has been made or lien water is connected, whichever comes first. is building has: USMH. VWC-412 VWC-411YDSMH rease Trap No Slab Foundation No Lid Elevation 903.89 ft 903.99 It pit Interceptor No Crawl Space No First Floor Elevation 909.50 ft 909.50 ft _ ---- --------- --- - - - irinder Station No Basement Yes Basement. Elevation 899:50 fh 899.50 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 561 5.51 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. Manholes shall remain. accessible at all times: Buried manholes will be corrected by the Developer/Owner. Permit Terms: All conditions have been met: Connection to the sanitary sewer is now permitted: CTf4KID Isigning below; I attest that I am familiar with the District's specifications iilder / Owner Signptur J Printed Name 1 IqV6G) 1 ? r Q -{ ( (2- Approved By J. to accept responsibility for all work done under this permit. Phone Number 317 -71,q ' )3`!7 Permit Date 1211312007 ed 7126)07 Permit is valid for ONE-YEA0iom the date issued. Permit valid only with CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses,' buildings, etc., shall connect lo'the District's sanitary sewer system within 90 days of notice providing sewer.is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building me 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 cosC'of all testing. 'TheDistrict inspector must be onsit'e 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 inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 houi prior to the need for the inspection. If the inspection fails and a second inspection.is required, or contractor is not or site for scheduled'inspection; or fails to cancel inspection, an additional fee of $100.00 will be due. This must bepai 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 o 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.Boar1 of Health for further information and to no 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR1t 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 be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches wide (si 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 meel SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by f 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 6e used. - 10. Laterals shalt terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued, 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,durinc business hours of 8:00a.m. to 4:30 p.m. Monday through Friday:.All District standards can be located on our web at http'%/www.etrwd. 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 late 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 1011 LAAGroup . ind Surveyors Vest Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 www.seagrouplic.com /poi ?QQOO // 2.0 / pQS / 7' / 00.0 PROPOSED GRADE PER PLAN GROUND WATER FLOW SANITARY SEWER LINE -m sn- STORM SEWER UNE -??- WATER UNE -------------- EASEMENT LINE BUILDING SETBACK UNE \`l? THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC and BRENWCK OF ANY DISCREPANCIES. NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE, THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WTHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWCK. NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERFIED IN THE FIELD. /Q i \ C ?i X01, 20.3' , 0', V PROPOSED 6 FIRM & MSY RESIDENCE h? FFE=909.5 ti TSB BSMT ES LOCATION PER FFE=899.51 RUCTION PLAN IDS. CONFIRM BEFORE RUCTION OF 6' ,RY LATERAL AND !y SERVICE LINE. \\\ CONCRETE APRON TO J EXISTING ALLEY JF PAVEMENT nON JO IN STREETS FROM S LEAVING LOT TO BE ED AT THE END OF DAY. :NCE TO BE USED NEEDED TO KEEP FF OF STREETS AND STORM SEWERS. IF WATER TAP TO BE LLED NTH GRANULAR AL TO WITHIN 10* OF CURB. )F WATER TAP TO BE RED TO ITS' ORIGINAL ION PRIOR TO RUCTION. RACE LATERAL LOT# 470 NGS AT CURB ARE 7,800 S.F. :D SS= SANITARY SD= SUBSURFACE W= WATER MINIMUM SETBACKS le = 3 Feet (5 Feet Min one sidel ar = 20 Fee' 8 Fee i?_ - / 2p Opcy CRAWL?? GARAGE FFE=905.1 2' off. P? 0_ / Q `7Pr/i FLOOR ELEVATIONS AND PAD GRADES DEPICTED THIS PLOT PLAN IS OPEP FOR REVIEW BY BRENWIC DEVELOPMENT. THE BUILT IS CAUTIONED THAT SAID INFORMATION IS SUBJECT TO CHANGE. LOCATION OF UTILITIES PLOT PLAN ARE GENER) LOCATIONS PER PLAN A SHOULD BE VERFED IN FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCF WATER LINE TRENCH AN ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AF - WESTCLAY) MAX. HEII 35' ON LOTS 100' AND LARGER (TO EVE UNE) ON LESS THAN 100' MA COVERAGE: 50% NOTE: (PRIMARY AREA: WESTCLAY) MAX. HEIGHT 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGI 50% NOTE: PAD ELEVATION SHOWN IS PER PLANS F IS NOT THE AS-BUILT ELEVATION. NOTE: THE INFORMATIOL FOR THE ELEVATION DIFFERENCE BETWEEN T PRIMARY FINISHED FLOC ELEVATION TO THE TOP BASEMENT WALL AND T THE BASEMENT FINISHEI FLOOR WAS PROVIDED I THE BUILDER. ?I 5 OHO ? OO 1 / / / / i rty Desclliptiorn amber 470 in Village of Westclay, Section 5001, an Addition in Hamilton County, k as per plat thereof recorded as Instrument Number 200500019934 found in the 1 the Recorder of Hamilton County, Indiana. PLOT PLAN .: 1"=20' Dec12, 2007 Drown by. DJR Revised: Prepared For: D.B. Klaln Builders, LLC. Residence 12983 Deerstyne Green Street /' / c3? Q5, / / / / / / / No. - ' LS20200083 STATE OF I ?''