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Home My WebLink About07120021 Sewer/Water Permit/sCITY OF CARMEL Item i of i PERMIT RECEIPT OPERATOR: vdolan COPY # 1 Sec:20 Twp:18 Rng:3 Sub:LSP Blk:S Lct:166 PARCEL ID ........: 1109200017023000 DATE ISSUED.......: 12/05/2007 RECEIPT #•••......: 26932 REFERENCE ID # ...: 07120019 SITE ADDRESS .....: 13948 TWIN LAKES CIR E SUDDIVISION ......: LAKESIDE PARK CITY WESTFIELD IMPACT AREA ...... OWNER ............: DREES HOMES ADDRESS ..........: 6650 TELECOM DRIVE, SUITE 200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 RECEIVED FROM ....: DREES HOMES CONTRACTOR .......: LIC # XJDHCON COMPANY ..........: JDH CONTRACTING ADDRESS 8109 NETWORK DR. CITY/STATE/ZIP ...: PLAINFIELD, IN 46168 TELEPHONE ........: (317) 839-0520 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW DAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1.00 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 00141948 TOTAL RECEIPT 1396.0c CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120019 WATER / SEWER PERMIT / RECEIPT Date: 12/0512007 W„ MGITMR i PARCEL ID M 1709200017023000 LOT & SUBDIVISION: 166 LAKESIDE PARK ADDRESS OF CONSTRUCTION: 13948 TWIN LAKES CIR E WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES HOMES CHECK #: 00141948 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 ; SEWERIWATER PERMIT rvoresn.onutaons: LOT 166 LAKESIDE PARK, WATER PERMIT NO NOTES' The building R Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting AST1\4 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 2 331 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(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 ancrovcd be the Carmel Sewer Department before any backfilling is done. Non- compliance may result in digging 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 storm water <--hall be permitted to enter the public sewer. Sewer inspections should he requested at (317) 57 1-2648 one to four hours in advance. No inspections or installations will he made on Saturday or Sunday or holidays unless arrangemerns; 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 ENGINEER'S OFFICE. If any street must he cm. a senarale street cur nermit shall he. ohrnined. APPLICANT NAME: LORI BIRDSONG PAYMENT RECEIVED BY: FEES: S1,396.00 'Regional Waste District a=.- Residential SANITARY SEWER PERMIT 00726 INDIVIDUAL LOT 1 EXISTING BUILDINGS Permit Type Final Subdivision Lakeside Park ---- ---- ----- ----------------- Section Number 5- Lift Station 23 126th Street Station Treatment Plant MIX Builder Phone Number Lot Number 166 Address Number 13948 ------------------------- Street E Twin Lakes.Cir --------------------------- =-------w City Westfield -- ------------....--.-- - Zip Code _ 46074 -----------'--`---------- County Hamilton Local Sewer Charge ---------- - -------------- Inspection Parcel Acreage EDU in Gallons 310 ------------------------------- Invoice 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 Distric,t 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:permitholder (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 LP-544 LP-543 DSMH Grease Trap No Slab Foundation No Lid Elevation 915.58 ft ------------ ------- 917.02 ft -------- Grit Interceptor No Crawl Space No First Floor Elevation 918.50 ft 918.50 ft Grinder Station No Basement Yes Basement Elevation 908.50 ft- 908.50 it Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2.9 J ._ 1_48 Per Ordinance 9-13-99 and the elevations,provided, the substructure shall be plumbed by: Ejector Pump J _h he District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 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. CJRWD By signing below, -I attest that I am familiar with the Distr'i specifications and agree to accept responsibility for'all work done under this permit. Builderf Owner Signature% -lkt? Phone Number Printed Name A t e i t/I- r i App?ed By > Permit Date 12/5!2007 rreolor of Admml51r8fgn8Customer Service Revised 7/26107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with.CTRWD seal in red ink. T SUMMARY OF LATERAL INSTALLATION REQUIREMENTS w 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,r 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 m2de.24 hours prior tothe 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, 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 informaton and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 orSDR26, 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. 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 Districts office during business hours of 8ma.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 10701Cbllege 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 Jay 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 LAKESIDE PARK M PLOT PLAN "P.C. 4, SLIDE 386. II L0 OT #166 gqSSE?E1ClT_IQN 5 PREPARED FOR CITY OF CLp INDIANA DREES HOMES 13948 TWIN LAKES CIRCLE EAST HOUSE TYPE: DARTMOUTH - H OPTIONS: - THREE-CAF, SIDELOAD GARAGE - FULL BASEMENT LOT SIZE: 15,595 SQ.FT. REAR PATIO 24'x12' 4, P CONC. DRIVEWAY: 1,180± SQ.FT. PUBLIC WALK: 735_ SQ.FT. GRADE FLGWUNE/I PRIVATE WALK: 219± SQ.FT. AS PER PLANS SEEDING: 5,499± SQ.FT. LP TYPICAL SWA SECTION SOD: 745± SQ,YD. UPSTREAM MANHOLE @544 T.C. 915.58'. V ? I \ \ FRONT \ DETAIL OF TYPICAL STORM WATER FLOW PATTERN FOR \ \ N NDPADUAL LOTS NOTE: BUILDER TO ENSURE POSITIVE 4r • ]7' DRAINAGE AWAY FROM STRUCTURE(S) \ k 8 \ \ PROP. < 1 DRIVE ^' R1 °o s15. 2S0 . 0 m zoo . O d^ 3 CAP. O 8 =` GARAGE 4s \ o i 9' J? ?p• \ ' -s ?zjS UO??\°a ? i C (0 cl? 2I.?6• ^'?Q PROPOSED ztsBy sn.z \ '` RESIDENCE F.P-918:5' SSMT.-908.5' \ X49• 24'x12' PATIO \ ?\ \ \1 9122 91?J ' ' m LOT X166 '?? '? h6 1 \ 15,595 S.F. N N' ? 11 .) S.DC 913 // 94.p I • 3g 86 a.3 4? NOTE: 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE - DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL - THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOP, ANY OTHER PURPOSE. IAhD SUE'JESTNG 8 LAW DEVPLOPMENCCONSL4.TNG True N rfh ? 8055WINDHAMLAMDRIVE I.IDLA?APOLIS TNOL N 46 ?urveyr . LLG , A A 214 PHONR:(317).290.1:90 NTTNG YOU N TPTE RIGHT DIRECTION' FAX: (317)-29O.1293 DRWN: DJK JOB#: 07-471 DATE: REV.: 11/29/07 SCALE: 1° = 30' ZONED: F.F.E. HSE: 918.5' ZONING: SPECIAL SIDE F.F.E. GAR: 917.6' REAR F.F.E. BSM'T: 908.5'