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HomeMy WebLinkAbout07110033 Sewer/Water Permit/sCITY OF CARMEL item 1 of 1 PERMIT RECEIPT OPERATOR: Flux copy 4 : 1 Sec:19 Twp:!S Rnc:03 Sub:LRE BIVI Let:59 PARCEL ID ........: ZLRE59 DATE ISSUED.......: 11/07/2007 RECEIPT 4.. ...: 26733 REFERENCE ID 4 ... : 07 10032 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 3925 LONG RIDGE BLit LONGRIDGE ESTATES WESTFIELD OWNER .......... ..: PULTE HOMES ADDRESS ........ ..: 11590 N. MERIDIAN ST CITY/STATE/ZIP . ..: CARMEL, IN 46032 RECEIVED FROM .. ..: PULTE HOMES CONTRACTOR ..... ..: LIC 4 XA-1SUP COMPANY ........ ..: A-1 SUPERIOR EXCAVATING ADDRESS ........ ..: 3143 ROSEWAY DR CITY/STATE/ZIP . ... INDIANAPOLIS, IN 46226 TELEPHONE ...... ..: (317) 398-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ------ THIS REC --- - NEW,BAL ---------- --- ------------- ----- USFWATCONN FLAT RATE ----- 1.00 ---------- ---- 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 ---------- 86.00 ---------- 0.00 ---------- TOTAL PERMIT ---------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ------------------ ----------------- --------- CHECK 1396 --- .00 0050515198 TOTAL RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07110032 WATER / SEWER PERMIT / RECEIPT Date: 11/0712007 `/NbI FMf% PARCEL ID #: ZLRE59 LOT & SUBDIVISION: 59 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 3925 LONG RIDGE BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050515198 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERfWATER PERMIT tvotesn.onaluons: LOT 59 LONGRIDGE ESTATES, WATER PERMIT ' NO NOTES' 'I he building & Sewer Shall be live sewer pipe meeting ASTM 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 permitted in writing. The sewer; shall be installed in accordance with ASTA4 2321 for pve 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 Citv Code Section 9-122(x), and sections ('3008.1 and ? of the International Residential Code. All building sewers shall be 6" diameter. All installation hall be "open trench" in,oceted and approved by the Carmel Sewer Department before any backlilling is done. Non- compliance may result in digging up the sewer installation andlor denial of firture sewer permits andior 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 « quested at '317) 571-2648 one to four hours in advance. No inspections or installations will 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" ENG W EFR'S OFFICE. If any street must he em. a senarare street cot nermil shall he obtained. APPLICANT NAME: JOANN SHEPHERD PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District ? Rm On- kw_ W A_ t? M 1, Residential SANITARY SEINER PERMIT 00689 INDIVIDUAL LOT'/ EXISTING BUILDINGS Permit Type Final Subdivision Lon Ridge Estates - Section Number 1- Lift Station ---------- 14 Austin Oaks Station ------------------------- Treatment Plant ------- CTRWD WWTP -------------------------- Builder -------------- Pulte -------------------------- Phone Number ------- 3175752350 -------------------------- Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice,Number Lot Number 59 Address Number 3 925 ------------------ Street ------------- Long Ridge B lvd city Westfield Zip Code -------------- -46074 --------------- •-- County Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100'.00 ---------------- EDU Fee $1,650100 -------------- '-----------------i 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 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 LRE-816 LRE-815 DSMH Grease Trap ------ No ------ Slab Foundation - -- No ------ Lid Elevation 909.92 ft ------------ -- 907.07 it ----------- Grit Interceptor No Crawl Space No First Floor Elevation 912.50 ft 912.50 it Grinder Station No Basement Yes Basement Elevation 902.70 ft 902.70 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor _ - __2.58] F 5.43 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only 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. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now-perm CTRWD By signing below, I attest that I am familiar with the Builder I Owner Signature` Printed Name i Approved By----- 'and agree to accept responsibility for all work done under 1f Phone Number Permit Date 111612007 Revised 7126/07 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 stone 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 testis 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 isrequired,.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 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 WTH 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 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. 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 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:/twewv.ctrwd.org/: - J - T_ Clay Township Regions asfe 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. Wre 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 10/09107 BUCKINGHAM - ELEV 5C Note: LEFT HAND - Brick 3 Sides Min Front yard - Variable FULL BSMT - 9' Walls 3 CAR - Side Entry Min. Between Residences . 6' Min Re - 20' j TnC=909.92 Q V c n ?G1 / iT% Gar. FFE = 910.7 1st Flr FFE = 912.5 TOW = 911.5 Bsmt FFE = 902.7 Dlive Slope = 2.1 9' FULL BASEMENT 1M. 3 CAR SIDE ENTRY GARAGE BRICK 3 SIDES PATIO (2) 4X4 WINDOW WELLS & (1) 2X2 J MH815 WINDOW WELL ?907.07 2 . ' ??? /? y d1' bti vi. 2l5. ' / ti`/ / 4 " ?'' oe4 s7 F.' 4? o? 9 O tO.D' / 0 trJ \ S,rF DEC} '? \ O. STM INLET 4, ' TC=908.40 ???t- cL?? y Pt 0?o'??.r e ?o s. 1 QP LOT # 59 2 j \ ±15,260 SF \ x PAD 909.1 PER PLAN `SO 's.ry MFPG 905.4 PER PLAN 00 % Ai Note Contractor should verity site specific information depleted hereon with the approved construction plans for this development. Aso. Contractor should reference Architectural plans for foundation orientation and dyne nslons. Flood Hazard Note: Lot Number 59 lies within Flood Hazard Zone "X" per the scaled localion on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #16057C0205F, dated February 19, 2003). Note: The proposed construction grades, contours, and proposed structure elevations as depicted hareon are based upon Information provided upon the approved oonstmctron documents prepared for this development. Unless otharmse slated hereon, no Information pertaining to but not limited to, fluctuating water tables elevations, soll types, and conditions within the building areas of this development have been provided and for referenced on said documents. With the axcavatlon of the proposed structure foundatlons, certain care and observations should be made In regard to such conditions as sail types and fluctuating water tables. During the excavation process should any unsultable soils or ground water be witnessed, the builder shall be immedlately notified for further examination and consultation. Al the builders discretion, additional construction techniques may be necessary to alleviate future problems. SSA zk sng gdo IJVOOL(c? LS?.lll @noso J II = 00 "BASE HOUSE STANDARD FEATURES" 4P p ?Qk rPpp O z Q/pryCP on.. ? oyF P P END SECTION Cone Flatwork Sq. Ft =11746 TC=900.00 Public Walk Sq Ft =±554 Yds = 1396 - = Proposed Grade Sod Sq Seeding Sq Ft = 37888 ~- = Drainage Flow XX.X =Existing Greda Note: This drawing is based upon construction plans andlor record drawings prepared by others and is not based upon a field survey. COOR Consulting & Land Services, Corp. does notwerrant the correctness or integrity of this Information. The contractor/owner _ should verity existing conditions prior to construction. Any varying geld conditions or any discrepancy with the information contained hereon should be Immediately reported to COOR Consulting & land Services, Corp.; failure to do so would result In the contactor/owners assumption of liability. C DOno ti.-110f3) g ?L2 Mind WPrT6@eo3p G©(F P OO P &) 'a n o n 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (869) 593-2667 (765) 345-5943 FAX#: (765) 3455692 DATE: 10125ID7 JOB #2004-250.059 REVISIONS: LONGRIDGE ESTATES I PLOT PLAN SECTION ONE Prlapared For: PC 3, SLIDE 729 . ;at INSTR #200 50006 3 31 6 AI'Qk LOT # 59 3925 LONG RIDGE BOULEVARD WESTFIELD, IN 46074 h - Pulte Homes of Indiana 8