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Home My WebLink About07100170 Sewer/Water Permit/sCITY OF CARMEL Item 1 cf 1 PERMIT RECEIPT OPERATOR: twedding COPY # 1 Sec:20 Twp:18 Rng:03 Sub:LSP Blk:4 Lot:112 PARCEL ID ........: ZLSPII2 DATE ISSUED.......: 10/25/2007 RECEIPT #__ .... 20533 REFERE?VC.E ID 4 ...: 07100167 SITE ADDRESS .....: 2663 N HEATHERMOOR PARK DR SUBDIVISION ......: LAKESIDE PARK CITY .............: WSTFIELD IMPACT AREA ...... OWNER ........... .: DREES HOMES ADDRESS ......... .: 6650 TELECOM DR 4200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 RECEIVED FROM ....: DREES PREMIER HOMES, CONTRACTOR ......: LIC # XJDHCON COMPANY ..........: JDH CONTRACTING ADDRESS ...: 8109 NETWORK DR. CITY/STATE/ZIP ...: PLAINFIELD, IN 46168 TELEPHONE ....___.. (317) 539-0520 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW SAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE. 1.00 1310.00 0.00 1310.00 0.00 UWATERTAF FLAT RATE 1.00 86.00 0.00 86.00 0.00 ---------- ---------- --------- TOTAL PERMIT 1396.00 0.00 1396.00 10.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 00139776 TOTAL RECEIPT 1396.0c CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07100167 WATER /SEWER PERMIT/ RECEIPT Date: 10/25/2007 .xm n. PARCEL ID #: ZLSP112 LOT & SUBDIVISION: 112 LAKESIDE PARK ADDRESS OF CONSTRUCTION: 2663 N HEATHERMOOR PARK DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES PREMIER HOMES, CHECK #: 00139776 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWERIWATER PERMIT IV Ul6J1er UI IUIr1U1IJ. LOT 112 LAKESIDE PARK. WATER. NO NOTES' The building 3r. Sewer Shall be live sewer pipe meeting ASTbt specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby peritted in writing. The 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 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 G" diameter. All installation- shall be "open trench" in-oected and approved by 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 shall be permitted to enter the public sewer. Sewer inspections should be requested at (117) 571-2648 one to four hours in advance. , 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 contractor instal line sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If arty street mu..t he cut. a senarate street cut neriit shall he obtained. APPLICANT NAME: LORI A BIRDSONG HENLINE PAYMENT RECEIVED BY: FEES: $1,396.00 r r NR f Regional Waste District - Residential SANITARY SEWER PERMIT 00672 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type ---------- Final ----------------- ---- --- Subdivision ---------- Lakeside Park -------------- Lift Station ------ --- 23 126th Street Station - ---------- --------- Treatment Plant ------- MIX ----------------------- Builder Drees Homes - Phone Number -------- :347-7300 --- -------------- ------ Parcel Acreage --------------------------'-310 EDU in Gallons Invoice Number Lot Number 112 Address Number --------- 2663 ------------------ Street Heathermoor Pk Dr N City Westfield Zip Code - 46074 County ---------- ------ Hamilton ------------- Local Sewer Charge Plan Review and Inspection „ ----------------- Application Fee ------- 5100.00 ------------- Fee $1,650.00 Interceptor Fee Fees Due 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 inchesabove.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 six months after connection has been made or when water is connected,. whichever comes first. The building has: USMH -LP-530A LP-53o DSMH Grease Trap No Slab-Foundation No Lid Elevation - 913.15 it 915.54 it I Grit Interceptor No CrawlSpace No First Floor Elevation 916.80 ft 916.80 it ---- ---------- Grinder Station No Basement - -----Yes Basement. Elevation 906.80 it 906.80 it Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.65 J 1.221 Per di ance.9-13-99 and the elevations provided, the substructure shall be plumbed by: EjectorPump Only I-Ahe 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 Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer ? now(peY ed. C > V / •JIr//J1?Y?D _ 'i. L By. signing below. Iattest that I am familiar witN Builder/ Owner Sign a re_, . 111 - Printed Na7 &Il Approved ByCt _ and agree to accept responsibility for all work done.under.this Phone Number 49S- '7 G 3 d .'Permit Date 1012512007 Revised 7/28107 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 feeffor 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._Air-test-is-required-to-show-if-acceptable forre-use- The'propertyowner 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 ina 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 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 LATERAL'S NO MORE THAN 100 FEET APART. 7. Bedding Use.Number 8 crushed stone or Number8 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://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 844.9200 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 verity placement of the wire.. After inspection, bedding is to be placed on top. 15. Call beforeyou dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 10/09/07 LAKESIDE PARK M PLOT PLAN INST.#200500048186 II LOT #112 - SECTION 4 PREPARED FOR CITY OF CARMEL, INDIANA DREES HOMES 2663 North Heathermoor Park Drive x HOUSE TYPE: HARTWICKE- "H" - OPTIONS: - 3-CAR SIDELOAD GARAGE + e - 24'x12' CONCRETE REAR PATIO A. - FULL BASEMENT GRADE FLOWUNE/ LOT SIZE: 14,662 SQ.FT. CONC. DRIVEWAY: 1,248- SQ.FT. PUBLIC WALK: 403± SOFT. PRIVATE WALK: 214± SO.FT...-- SEEDING: 6,249± SQ.FT. SOD: 463± SQ.YD. I n ql J- P UPSTREAM MANHOLE #530 T.C. = 915.58' NORTH HEATHERMOC 50' R/W 30• B-B 14.5 - T2.OO' e Y 27.77' 915.5 _ 13'4 a 12J 1 25.00' 3 CAR PROP. GARAGE DRIVE LOT #112 14,662 S.F. 15' O.E. 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE 115.91 NOTE AS PER PLANS TYPICAL SWALE SECTION NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE(S) L.Y DOWNSTREAM MANHOLE }530A T.C. 913.95' t 1 } FRONT _ DETAIL OF TYPICAL STORM WATER ROW PATTERN FOR INDIVIDUAL LOTS PARK DRIVE 3.55 5' sw + 914.0 ?Mn a,V 20' D. & U.E. 25 B.L. ]16 r PORCH A .4 11915 7,50' n 13.33 914.5 PROPOSED RESIDENCE F.F.=916.8' BSMT.=906.8' 33' ? 13.29' o u.9Y 915.5 LIRE O `\\\\\IIIlilllll//p// 24'x12' ° : '` , .•'•••.•.' . • / i, PATIO `r r STFRF; L i No. • • * LS203000261 *? y STATE OF .o ? ? • •.• INDIAN?;.' n•Q. - DRIVE ENTRY TO CONFORM WTH CITY OF CARMEL STD. - THE LOCATIONS, DIMENSIONS. AND WIDTH ALONG THE PROP05ED 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 FOR ANY OTHER PURPOSE. L4NOSURVEYTNG4 _ / LWD DEVELOPMENT CONSULTING l ueN { .? A 8055WWUHAMLAKF.=VE LLG 5un/eyi0q' OLIS,INDIANA -TA) IG21i P PHONE: NE: Q17}29Va2W 'Pul.iNG YOU IN THE RIGHTDIRE1T10N' FAX: (512),290.1393 ORWN: DJK DATE: 10/23/07 SCALE 1" = 30' JOBS: 07-436 REV.: ZONED: F.F.E. HSE: 916.8' ZONING: SPECIAL SIDE F.F.E. GAR: 915.9' REAR F.F.E. BSMT: 906.8'