The URL can be used to link to this page

Home My WebLink About07120048 Sewer/Water Permit/sCITY OF CARMEL It Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolar_ COPY 4 : 1 Sec:28 Twp:!S Rnc:03 Sub:B62 Blk:15001 Lot:208 PARCEL ID ........: 1709280060015000 DATE ISSUED.......: 12/12/2007 RECEIPT #.........: 26984 REFERENCE ID # ...: 07120045 SITE ADDRESS .....: 1805 BEAUFAIN ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ...... OWNER ............: WOODALL CONSTRUCTION ADDRESS ..........: P.O.BOX 807 CITY/STATE/ZIP ...: ZIONSVILLE, IN 46077 RECEIVED FROM ....: WOODALL CONSTRUCTION CONTRACTOR .......: LIC # XUPGEXC COMPANY ..........: UPGRADE EXCAVATING ADDRESS ..........: 4960 E. 216TH ST. CITY/STATE/ZIP ...: NOBLESVILLE, IN 46060 TELEPHONE ........: FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE i.00 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 7387 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT -GYmtPf`•'PARCEL ID #: 1709280060015000 LOT & SUBDIVISION: 208 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1805 BEAUFAIN ST CARMEL. IN 46032 PAYMENT RECEIVED FROM: Name: WOODALL CONSTRUCTION CHECK #: 7387 EXCAVATOR INFORMATION: Name: UPGRADE EXCAVATING Ph. #: Fax #: Email: Street Address: 49,30 E. 216TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERANATER PERMIT Special Notes/Conditions: Permit #: 07120045 Date: 1211212007 LOT 208 VILLAGE WEST CLAY, WATER PERMIT `NO NOTES' The building & Sever Shall be pvc sever pipe meeting ASTR1 specifications 3034 SDR 35 or latest revision:. or vitrified clap pipe, meeting ASTM specification; 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 ASTkI 2321 for five 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(a), and sections P3008.1 and 2 or the International Residential Code. All building sewers shall be 6° diameter. All installations hall be "open trench" inspected and appro ved b v the Carmel Sewer Department before anv back`i Iline is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits and!or 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 f±171 571-2648 one to tour hours in advance. i il No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installine sewer for water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he em. a senarate street ent Permit shall be obtained APPLICANT NAME: DALE WOODALL PAYMENT RECEIVED BY: FEES: $1,396.00 00728 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision ------- Villa e of West Clay --- ------------- Section Number ---- 15001 ------------------------ 15001 Station - 19 Village of West Clay Station Treatment Plant MIX Builder - ---- Woodall Construction ----------- -- ----------- Phone Number 574-1944 Parcel Acreage EDU in Gallons 310 ------------------------------- Invoice,Number Lot Number 208 Address Number 1805 Address, 2 - -------- Street -------------- ----------------------- ------------- Be@-ufain-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 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 Districts 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 VWC-0104 VWC-010ODSMH Grease Trap ......... No Slab Foundation No Lid Elevation 891.36 ft 892.22 fl Grit Interceptor No Crawl Space No First Floor Elevation 893.10 ft 893.10 fl Grinder Station No Basement Yes Basement Elevation 883.30 ft 883.30ft Calculation is based on, both Manhole Lid Elevations and the elevation of the First Floor A 1.74 0.881 Per Ordinance 9-13-99 and the ele6ations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the eight to inspect all sump pump connections to ensure no illegal connections have been made. remain accessibte at all limes. 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. 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. Builderl Owner Signature Phone Number Printed Name Permit Date 12/1112007 Revised 7/26107 Permit is valid 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 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. Airiest 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 orSDR 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 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 Number8 crushed stone or Number 8 fractured face aggregate. Number B stone,backfill material is to be placed from 6 inches below to 12 inchesabove 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 maybe obtained from the District's office during business hours of B:OOa.m.,to, 4:30 p.m. Monday through Friday: All District standards can be located on our web site at hftp://www.ctrwd.org/. Clay Township Regional Waste District 10701 College Avenue- Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped outinto_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 10/09/07 LAA,,, IS rou )T PLAN WAS :D RASED ON TION TAKEN FROM PLATS, SUEDIVISIDN RECORD DRA'A9NGS .ANS PROVIDEO BY IT IS T4E 3IBILITY OF THE ]TOR TO VERIFY SITE )NS PRIOR TO JCTION AND NOTIFY A CROUP LLC and 00:01 PROPOSED GRADE PER PLAN GROUND 'RATER FLOW - %w SANITARY SEWER LNE a-- STURM SEWER LINE -ATM .m WATER LINE ------------------ EASEMENT (LINE EUILDING SETBAOR L114E O ANY SILT FENCE TO BE 'JELL) AN CIES WHERE NEEDEO TO KEEP MUD OFF OF STREETS AND N OF UTPLITY OUT OF STORM SEWERS. .S ON PLOT PLAN lERAL LOCATIONS ,NOTE: PAD ELEVATION kN AND SHOULD BE SHOWN 15 PER PLANS AND IN THE FIELD- IS NOT THE AS-BUILT ELEVATION. TO ENSURE FOSITII,"E RAY FROM )RE, NOTE.: THE WFOP.MAHDN FDR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP DF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR. WAS PROVIDED BY THE BUILDER: 8E PLACED BY AS NEEDED. BUILDER IS TO AOEYARO S'W.ALE TO SHOWN ON THIS AREA OF WATER TAP TO BE IF BUILDER IS BACKFILLFD WITH GRANULAR TO ACHIEVE MATERIAL TO WTHIN 10" OF ORAIfdAGE AWAY TOP OF CURB. ;0'OSEE 1P.E" THE ENGINEER AREA, OF WATER TAP TO EE IF CONTACTED, RESTORED TO ITS' ORIGINAL IS NOT TO DEVIATE CONDITION PRIOR TO iADES SHOWN ON CONSTRUCTION. AN WITHOUT THE T OF BOTH THE ALL SERMCE LATERAL R AND BREN'WICK' CROSSINGS Al CURE ARE STAMPED SS= SANITARY ON OF UTILITIES ON SEWER ED= SUBSURFACE 'LAN ARE GENERAL DRAIN W= WATER ONS PER PLAN AND D. SE VERIFIED IN THE LAR 3ACKFILL -TED-ONO-P. IAY AT SANITARY LATERAL TRENCH, LIN- TRENCH AMID THER EXCAVATED (IF SITUATION 5) ELEVATIONS AND LADES DEPICTED ON .OT PLAN IS OPEN VIEW 3Y 3RENWICK FMENT. THE BUILDER TIONFD THAT SAID ATION IS SUEJECT ,NGE. (SECONDARY AREAS ITCLAY) MAX. HEIGHT: I LOTS ICU ANO R (TO EVE LINE) 20' SS THAN 100' MAX. AGE: 50% (PRIMARY AREAS - _AY) MAX, HEIGHT- ILD-UP LINE: 2 S MAX. COVERAGE: S LOCATION PER UCTION PLAN GS. CONFIRM BEFORE 'UCTIDN OF 6" 2Y LATERAL AND SERIACE LINE. CONCRETE APRON TO EXISTING ALLEY ,F PAVEMENT ION D IN ETR.:ETS FROM LEAVING LOT TO BE D AT THE END OF IAY- n 111 Il i ' ? Y I frl 1 I MINIMUM SETBACKS Min Side 5 Fcet o: E%- ct width 0 BL (57'1 Min Rear - 20 Feet I ADO. 187 0` lot width J 3.L (12.T' storm ? ? ? I Star..,, ? `F4MF ? / ?JO I Fd, ? iMa I J 5? 4MP r _ a r?^tFes?U?(koo,? 1 -0?or: 8520 .sJ ?cZ.. ?a' 6y I E71 ' 20' B>\ i 1 cS . I h ll ?= 1 r 1 X12]' ? ? I O J 9925 1 r ? ?t ? r I1 ? ? 2P'+c• &925 r ! I i iGnRAGE FFE=893.1 0 , / ! i ? cowc. ,1; Rl oRiVe 1 r? I ?' ??> ? eC` 11! t 7.4 0 99y ?I/ I I RO?95S a RM B M5Y RESIDER i -Fe.es3 I , vI h FF FFEE 'P =B83:3f 99.61 ??? se a2sa r Po' z67 R.Y nns-H t?3i I l ? 13 i ??a' q `ell f C F WMM BLOCK %r _ COMMONS r 1? 663 __ f? 683 rz1 ea' __ y ?___ ----- t??_ SUE 535 -form str. Pe, vP ,n X l ? MA ? NmvM POOL+88co 100 IIEW ELEV,387.O0 TOP OF BANK.689.00 lerty Description: lumber 208 Village of Wesiclay, Section 15001, an Addition in Hamilton County, ia, as per plat thereof recorded as Instrument Number 200600060502 found in Mice of the Recorder of Hamilton County, Indiana. FLOT PLAN ile: 1"_ 30' te: Nov. 1, 2007 Prepored For: Woodall Ccnstrucfion Drawn by. DJR Residence 1805 SeGU oin Street 1 LCIT# 2 14,671 IG No. < LS20200083 •` % g STATE OF O !NOIAN . 'yV1111 1111 i%%%