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HomeMy WebLinkAbout07120058 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT- OPERATOR: plux COPY # : 1 Sec:20 Twp:18 Rng:3 Sub:LSP B1k:5 Lot:158 PARCEL ID ........: 1709200017015000 DATE ISSUED.......: 12/13/2007 RECEIPT #......••• 26995 REFERENCE ID # ...: 07120056 SITE ADDRESS .....: 13988 TWIN LAKES CIR W SUBDIVISION ......: LAKESIDE PARK CITY .............: WESTFIELD IMPACT AREA ...... OWNER .......... .. : RAYMOND H. RCEHL•ING ADDRESS ........ .. : 11722 SRADFORD PLACE CITY/STATE/ZIP . .. : CARMEL, IN 46033 RECEIVED FROM .. .. : DREES PREMIER 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 ---------- NEW13AL ---------- ---------- USFWATCONN ------------- ------ FLAT RATE -- 1. -- ---------- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 ---- 866.00 ---------- 0.00 ---------- TOTAL PERM IT ---------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMEER ------------ ----- -------- CHECK -- ---------- 1396. -- 00 00142464 - TOTAL RECE IPT 1396. 00 CITY OF CARMEL / CLAP TOWNSHIP Permit #: 07120056 WATER / SEWER PERMIT / RECEIPT Date: 12/1312007 ?Jbp uNF/ PARCEL ID #: 1709200017015000 LOT & SUBDIVISION: 158 LAKESIDE PARK ADDRESS OF CONSTRUCTION: 13988 TWIN LAKES CIR W WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES PREMIER HOMES CHECK #: 00142464 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD: IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special NoteslConditions: LOT 158 LAKESIDE PARK, WATER PERMIT " NO NOTES' The building & Sewer Shall be pvc seiner pipe meeting ASTM specifications 3034 SDR 35 of latest revision; Or vitrified cliv pipe. meeting i AS-1 M specifications C-700 for exam strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with AST1s1 2321 for pvc pipe and the Uniform Plumbing Code for the State or Indiana All installations shall be in strict compliance with pertinent Citv of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-12-2(a). and sections 113008.1 and .2 of the International Residential Code. All building sewers shall be 6- diameter. All installations shall b "onen trench" inspected and annr< ved by the Cannel Sewer Department before in), backfilhne is done. Non- compliance may result in digging up the sewer installation and?or denial of future sewer permits andlor 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 insn°ctions should he requested at (317) 571-2648 one to four hours in advance. No inspections or installations Neill be made on Saturday or Sundav 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 ENGFNEER`S OFFICE. If any street must he cul. a senarnte. street cut nermil shall he ohmined. APPLICANT NAME: LORI P-----BIRD?SIO?NGG-HE?N?LIINN PAYMENT RECEIVED BY: +? / // Ak FEES: $1,396.00 Permit Type - -- --_- Final Subdivision Lakeside Park Section Number -------------------------------- Lift Station 23 126th Slreet.Station Treatment Plant MIX Builder - -D( --- - - ------------------- Phone Number Parcel Acreage ---------------------------.310 EDU in Gallons Invoice Number Lot Number --------- 158 ------------••---- .. Address Number -------- ----- 13988, Address 2 Street ------ ------ --- W Twin Lakes Cir ---- ---------- City Westfield Zip Code 46074 County Hamilton Local Sewer Charge ------------------------ Plan Review and Inspection Application Fee $100.00 ------- ---------- EDU Fee ------------------------------------ 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 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-541 LP-540 DSMH Grease Trap. No Slab Foundation No Lid Elevation -------- 916.18 ft 915.15 ft Grit Interceptor ---- No Crawl Space ----- ---- _No First Floor Elevation 917.10 ft ----- 917.10 ft Grinder Station No Basement ------ Yes Basement Elevation. 907.10 ft ----- ---- ------ 907.10 ft ----------- - Calculation is based on both Manhole Lid Etevalions and the elevation of the First Floor G 0.92- -_1.95 Jinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Per Or District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made, anholesshall remain accessible at all times. Buried manholes will be correctedby the Developer/Owner. -Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now permitted. crt9w By signing below, Fattest that Iam familiar with Builder/ Owner Signature71, 1 Printed Name District's specifications and agree to accept responsibility for all work done under this permit. Phone Number y ti /J l ? Permit Date 12/1312007 Revised 712&07 Permit is valid for ONE-YEAR from the.date issued. Permit valid only with CTRWD seaCin red ink. Residential SANITARY SEWER PERMIT 00733 INDIVIDUAL LOT I EXISTING BUILDINGS 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. 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 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.. 16. 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 DR1'1 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. Wherea 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 outsid'hree 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 &00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at htfp://www.ctrwd.org/. Clay-TownshipRegional Waste District 10701 College Avenue - Suite A Indianapolis, Indiana 46280 -12_Septic effluent-shall .not.be pumped-oubinto.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 priorto digging. Revised 10109107 LAI? ESIDt' PARK ESTATES LOT PLA INST. // 2007-060588 II ? LOT #158 - SECTION 5 V PREPARED FOR CITY OF CARMEL DREES HOMES = 1398 8 TWIN LAKES CIRCLE WEST ?4?0*USE TYPE: HARTWICKE - "H" 4 "o OP TIONS: - THREE-CAR SIDELOAD GARAGE - TAND.AM GARAGE ATTACHED AN GRADE S PER PLANS R PL AS NS LOT SIZE: CONC. DRIVEWAY: PUBLIC WALK: PRIVATE WALK: SEEDING: SOD: LID W W 15,127 SQ.FT. 1,143± SOFT. 511± SO.FT. 216± SQ.FT. 5,752± SOFT 536± SQ.YD. - FULL EASEMENT - 24'x12' REAR PATIO TYPICAL SWALE SECTION 1511.64' TD' S.&E. 3, B Z3.Zg• 1 L CAR LOT #1158 GARAGE 15,127 5.7 24'x12" b PATIO nu 0 T 1 910.5 i I I i 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE PROPOSED RESIDENCE F.F.=917.1' BSM1=904.1' PROP. DRIVE 3 CAR GARAGE FRONT DETAIL OF TYPICAL STORM WATER -LOW PATTERN FOR INDIVIDUAL LOTS NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE PAY FROM STRUCTURE(S) 1 MANHOLE T.C. = 966AS .18 (0I W 1G D.J. & R 1, y .S. E. -?hr `y J O 3 s,.,? ! II ? I { I F- W I 3 I w J U_ 1 v3 ?m I N I I?ac W -j T / IZ I f ?3 r 1 / 1 I ? ! r / I 1 ?I 1 OLE '54 - DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STANDARDS - THE LOCATIONS. DIMENSIONS. AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLAIDS PREPARED BY OTHERS OR AS PROVIDED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CC'NSTP.UCTON - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OT-.ER 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. D'n WN' DJK DATE: 12/11/07 SCALE: I" = 30' LAND S'JRVEYI.NG G LAND DE%TLOPN.ENT CON-Ul_ NG JOB#: 07-488 REV.: (Ue?l\lI Ilf; so5:WrmHAMLAXEDRIVE ZONED: F.F.E. HSE: 904.3' "- ( i- INDIANAPOLli.NDL4NA:214 ZONING: SPECIAL SIDE F.F.E. GAR: 903.4' %u veyinq 1 PHONE ?pl;pz9o-v9u BSMT: F F E 3' 894 NTINGYOU IN THE RIGIH D1REMON" FAX (317)'913-1291 REAR . . . .