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Home My WebLink About07100079 Sewer/Water Permit/sItem 1 of 1 CITY OF CARMEL PERMIT RECEIPT i OPERATCR: plu CCPY 4 : 1 kT) Sec:33 Twp:18 Rng:3 Sub:B62 B1k:1004-B Lot:910 PARCEL ID ........: B62910 DATE ISSUED.......: 10/12/2007 RECEIPT #.........: 26534 REFERENCE 11) # ...: 07100078 SITE ADDRESS .....: 2343 BLISLAND ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ...... OWNER .......... ..: HOMES BY MCKENZIE ADDRESS ........ ..: 4631 LISHORN DR. CITY/STATE/ZIP . ..: CARMEL, IN 46033 RECEIVED FROM .. ..: HOMES 3Y MCKENZIE CONTRACTOR ..... ..: LIC # X3ALDEXC COMPANY ........ ..: 3ALDWIN EXCAVATING ADDRESS ........ ..: 6930 N 50 E CITY/STATE/ZIP . ..: FORTVILLE, IN 46040 TELEPHONE ...... ..: 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 UNATERTAP FLAT RATE 1.00 86.00 0.00 -- 86.00 ---------- 0.00 ---------- TOTAL PERM IT ---------- -------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------- - ---------- CHECK ------- ---------- 1396. -- 00 ----- - 111147 TOTAL RECE IPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP i WATER / SEWER PERMIT / RECEIPT '-'2niw.xg . PARCEL ID #: B62910 LOT & SUBDIVISION: 910 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2343 BLISLAND ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: HOMES BY MCKENZIE CHECK #: 111147 EXCAVATOR INFORMATION: Name: BALDWIN EXCAVATING Ph. #: Fax #: Email: Street Address: 6930 N 50 E FORTVILLE, IN 46040 Bond Expiration: PERMIT TYPE: USEWRWATR Special Notes/Conditions: SEWERIWATER PERMIT Permit #: 07100078 Date: 10/12/2007 LOT 910 VILLAGE OF WEST CLAY, WATER PERMIT NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeurup 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 AST:NI 2321 for pvc pipe and the Uniform Plumbing Code for the Slate 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 113008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installation- shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation andtor 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 (1 17) 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 contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE, If any street must he cut. a senarate street. cut nermit shall he. ohtnined_ APPLICANT NAME: R. ?G,ROOCE PAYMENT RECEIVED BY: ` 1 ( i/V • 1'9R \ "T FEES: -? $1,396.00 Regional Waste District Residential SANITARY SEWER PERMIT 00621 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type --------- Final ------------------------ - Subdivision Village of West Clay Section Number ------ 10004-B --------------------------- Lift Station ------ 20 High Grove Station --------- -------------- Treatment.Plant mix, Builder ----------- Homes by John_McKerizie ----------------- ---------- Phone Number Parcel Acreage --------------------------------- EDU.in Gallons 310 ----- ----------- Invoice-Number Lot Number 910 Address Number --------- 2343 -------- --------- Street --------------- -- - Blisland'St ------------------- City -------- -----------. Carmel ----- --------. --- Zip Code ----------------- - 46032 ------------------ County Hamilton I Local Sewer Charge Plan Review and Inspection Application Fee $100.00 EDU 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 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 hew 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 VWC-0303 VWC-0302DSMH Grease Trap No Slab Foundation No Lid Elevation 897.14 it 895.54 it ------------ ----- -- --------------- ----------- Grit Interceptor No Crawl Space No First Floor Elevation 900.70 ft 900.70 ft Grinder Station No Basement Yes Basement Elevation. 890.70 ft 890.70 ft ------- --------- ---- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor I - 3.56 - 5_16 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 permitted. CTRVVD By signing below, I attest that I am familiar with the District's spa ' cations and agree to accept responsibility for. all work done.under this permit.. Builder /Owner Signature _A /Phone Number Printed Name Permit Date 1011212007 Revised 7126107 Permit is valid foi ONE-YEAR from the date issued.. Permit valid only with CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. ,AII 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 maim 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 anda 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'foltow 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 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 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 02241. 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 8Ma.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at httpa1vww.ctrwd:org1. 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 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 10109/07 AAAGroup , -armed Surv?yars 33 West Carmel Drive, Carmel, IN 46032 317.844.3333 IF 317.844.3383 wvvw.seagroupllc.com THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION. TAKEN FROM RECORD PLATS, SUBDIVISION PLANS. RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC and BRENWICK OF ANY DISCREPANCIES, LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD DE VERIFIED IN THE FIELD. NOTE: BDILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE- SUMP TO BE PLACED BY BUILDER AS NEEDED. NOTE: BUILDER' 15 TO GRADE SIDEYAP.D SWAEE TO GRADES SHOWN CN THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE. THE ENGINEER SHALL 3E CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SIiCWN ON THIS PLAN WITHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWICK. FLOOR ELEVATIONS ANC PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN .FOR REVIEW BY BRENWICG- DEVELOPMENT. THE BUILDER IS-CAII_TI,ONED THAT SAID . WFORMATION IS SURJEC7 TO CHANCE. DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6 SANITARY LATERAL AND WATER SERVICE LINE. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF FAVEMENT ELEVATION A!L.MUO II STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH OAY SILT FENCE TO BE USE" WHERE NEEDED' TO KEEP MUD OFF OF STREETS AND CUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKFILLEO WITH GRANULAR MATERIAL TO WITHIN 10° OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' OWGINAL CONDITION PRIOR TO CON5TRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED 55= SANITARY SEWER S0= SUBSURFACE DRAIN 91= WATER LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED JN THE FIELD. GRANULAR RACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF 9YUATION OCCURS) NOTE- (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35' ON LOTS ]DO' AND LARGER (TO EVE LINE) !D' ON LESS THAN IOC' MAX. COVERAGE: 509 NOTE, THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. MIMMUM SEMACKS M Sde?% Lot - dth a Bi L5 F el Min_ Re r = 0 F qyq` 1?7 of lot idth ®B L (7 S Feel I!`Ckf-0 7-!{- ' I s?7y - -7 Call Permits Plus for PIU 928-6447 or Rick @ 506-i3T6 LOT# 910 110,500 S.F. BLOCK "A" COMMONS Property Description T=ot. NumbWr19t0-in the 1!111ag-e-Ot-Weatclay;.SectiW-'O004_8„an Addition in Hamilton County, Indiana, as per plea thereof recorded as Instrument Number 200600033677 found in the Office of the Recorder of Hamilton County, Indiana. PLOT PLAN Scale: 1 "=30' (late: Sebt. 14, 2007 00.0 PROPOSED GRADE PER PLAN ?-- GROUND WATER FLOW SANITARY SEWER LINE --- STORM SEWER LINE R WATER LINE ----- EASEMENT LINE - - - -- BUILDING SETBACK LINE NOTE: (PRIMARY AREAS - WE5TCLAY) MAX, HEIGHT: 30' BUILD-UP LINE'. 2 STORIES MAX. COVERAGE: 507 NOTE: PAD ELEVATION SHOWN 15 PER PLANS AND IS NOT THE AS-BUILT ELEVATION. Now) by: RJR Revised: Prepared For, Homes Ry John McKenzie Residence X43=Blis[and-S?t?•ee?? >0 n l S `''/f anti 1'-11Z, ? G No. LS20200083 STATE OF IK-x4l ,--i ??