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Home My WebLink About07120044 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdclan COPY 4 1 Sec:19 Twp:13 Rng:03 Sub:LRE Blk:l Lot:35 PARCEL ID ........: ZLRE35 DATE ISSUED.......: 12/12/2007 RECEIPT 4.........: 26933 REFERENCE ID 4 ••.: 07120043 SITE ADDRESS ...... SUBDIVISION ....... CITY ....... IMPACT AREA ....... 13710 FOSSIL DR 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-i SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) 393-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL --------- ------ --------- ---------- ---------- ---------- - r--- USFAVAIL-W FLAT PATE 100 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 0050516032 TOTAL RECEIPT 1396.00 4 LyF<. CITY OF CARMEL / CLAY TOWNSHIP i WATER / SEWER PERMIT / RECEIPT ?_, w PARCEL ID #: ZLRE35 LOT & SUBDIVISION: 35 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 13710 FOSSIL DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050516082 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 Permit #: 07120043 Date: 12/12/2007 Notestconamons: LOT 35 LONGRIDGE, WATER PERMIT ' NO NOTES' The building d: Sew.cr Shall be pvc server pipe meeting AST61 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 ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shallibe 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. VI installations -hall be "open trench' inspected and approved by the Carmel Sewer Department before an, hackfilline is done. Non- compliance may result in digging up the sewer installation andior denial of future seucr permits andror denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall he permitted to enter the public sewer. Se ver inspections should be requested at I31') 471-?648 one to four hour in advance. No inspections or htstallations will be made on Saturday or Sunday 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 ENGINEER'S OFFICE. If any street must he cur. a :cnarate street. cut permit shall be oblamed. APPLICANT NAME: JOANNNE SHEPHERD PAYMENT RECEIVED BY: FEES: $1,396.00 Resia 00730 Permit Type _ __ ------- Final ------------------- Subdivision ---------- ----- Long Ridge Estates -------- - - - Section Number ------- 1 ------------------ Lift Station ------- 14 Austin Oaks.Stalion' Treatment Plant CTRWD WWTP Builder ------------- Pulte --------------- Phone Number 3175752350 Parcel Acreage EDU in Gallons 310 --------------------------------- Invoice Number Lot Number 35 Address Number ---- 13710 ------------------ Address 2 Street ------------- Fossil Dr ----- -------- -- City - - - Westfield Zip Code ----------- 46074 ------------------- County --------- Hamilton -------- -------- -- Local Sewer Charge -- - ---------------------- Plan Review and Inspection ------------------ Application Fee $100.00 -.------------------------- EDU Fee $1,650:00 -------------------------------- 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 backflling 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 drain's 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-832 LRE-818 'DSMH Grease Trap No Slab' Foundation No Lid Elevation 911.56 it 910.54 it Grit Interceptor ---- No ----- Crawl Space --- -- - - No --- ft First Floor Elevation --- 915.50 - - 91 5.50 it GrinderStation No Basement Yes --- - - Basement Elevation .905.70 it - - 905.70 ft ------------- ---------- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor .94- ?_- 4.96 Per Ordinance 9-13-99 and the elevations provided, the.substructure shall be plumbed by: Ejector Pump 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 manholeswill be corrected by the Developer/Owner. Conditional Permit.Terms: All conditions have been. met Connection to the sanitary sewer is now permitted. CTRWD Bysigning below, l attest that I am familiar with the Distliet s specifications, and agree to accept responsibility for all work done under this permit Builder / Owner Signature Phone Number Printed Name / zg tl; 5 - Approv - Permit Date 1211212007 - .Revised 7126107 Permit is valid forONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. eruai SANITARY SEWER PERMIT INDIVIDUAL LOT! 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 privaWsewage 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: SDR35 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,,SIXINCH 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 orElectrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATIONAND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART. 7. Bedding Use Number 8 crushed stone or Number 8 fractured face aggregate: Number8 stone backfill material is to be placed from 6 inches below to 1.2 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 andahe 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:llwww.ctrwdorg/: -- ?-- - -- 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 Distnct 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 1 M9/07 h m Note: C BUCKINGHAM - ELEV 5C Gar. FFE = 913.7 LOT # 35 ?-? Min. Front yard - Variable Z LEFT HAND - Full Brick 1st Flr FFE = 915.5 0 (1 - TOW = 914.5 1 A t 999 CJ' F SAN MH 81 Min. Between Residences 6 ? al`j 0 FULL BSMT - 9' Walls TG=910.54 Min. Roar yard - 20 a 3 CAR - Side Entry gsmt Drive FFE Slope = = 2.1% 905.7 1 ° 1 P 913.2 PER PLAN w F- `M Wd Deck "2" ; E MF 905.4 PE PLAN ° N Jai` _ 7 a_ m 50. 0' 1D.o' w 12.a P1> END SECTION T 13= ILL! INV=900.00 BASE HOUSE STANDARD FEATURES" Q W f- Z Z. 9' FULL BASEMENT W 0 w _ 3 CAR SIDE ENTRY GARAGE 111 Z 4t- BRICK 3 SIDES O fv' ~ O w 0 LL LL ul sea b U PATIO U O J o r Da O I m 0:W aN ?Nu A H M O B 00 O I C) M "SELECTED FEATURES- Z tl) ? S n < Ix Jul O I 'b' I G SAN tAT 00 x I BRICK 4 SIDES to ¢ o. ; I (n DECK-2' n'Z}o ? 0 U) _o I I Y g -26.0 O O (3) 4X4 WINDOW WELLS 1 51.SY I 111 In G' T d Z 'f' z / z o' I z ® c Proposed Grade w - z O 3 .3' ti> r-= Drainage Flow ® > 4 XX.X .Existing Grade OF .. a / w I Conc Flatwork Sq. Ft =11512 150.00, f 1 .9 Public Walk Sq Ft = 1500 ®L j Note: 11 L SAN MIA 832 Sod Sq Yds = 1347 Seeding Sq ?( TC=B1'1C40' 9) I, 5 (dt Ft = ±7998 F5 The proposed construction grades, contours, and proposed structure elevations as depicted hereon are based upon information provided Note: ® ob c upon the approved construction documents prepared for this ,. A development. Unloss otherwise stated hereon, no information Contractor should verify she specific information depicted e pertaining to bufrtol limited to, fluctuating water tables elevations, Note,: hereon with the approved construction plaru^ for this w C soil types, and conditions within the building areas of this development- Aiso. Contractor should rekrence Architectural 1 d °° 1- development have been provided and%ar referenced on said This drawing is based upon construction plans andlor record plans for foundation orientation and dimensions. co docruments. With the excavation of the proposed Structure drawings prepared by others and is not based upon a red survey. o z n -foundations, certain rare and observations stwuld be made, in regard COOK Consulting 8 Land Services Corp. does not warrant the g n c to such conditions as soil types and fluctuating water tables. During coredness or integrdy, of this information. The contmctodowner Flood Hazard Note: F- N ? should any unsuitable soils or ground watar should verify existing conditions prior to construction. Any varying ° c the be g W N . be immediately notified for nil we, Feld conditions or any discrepancy with the information contained Lot Number 35 Iles within Flood Hazard Zone 'X- per the witnessed, excavation the procbuilder ess ss should examination and consultation. At the builders discretion, additional hereon should be immediately reported to COOR Consulting 8 Land staled location on the Flood Insurance Rate Maps la (? ?? u @ !US m C construction techniques may be necessary to alleviate future Services, Corp.; failure to do so would result in the contracrorlownam Hamillon County. Indiana (Community Panel 1118057C0205F, Le n problems. assumption of liability. dated February 19.2003).