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Home My WebLink About07090060 Sewer/Water Permit/sRegional Waste District N! n Residential SANITARY SEWER PERMIT 00498 INDIVIDUAL LOT! EXISTING BUILDINGS Permii Type Final Subdivision Village of West Clay Section Number 5002 Lift'Station 19 Village of West-Clay Station Treatment Plant ---- MIX. ----------------------- ------ Builder ----------- Shaffer Enterprises of Indiana ----- Phone Number ---- ---------------------------- Parcel Acreage - EDU in Gallons 310 Invoice Number ------------------ Lot Number - ---------------- 496 ------- Address Number ------------ 13018 -- Street ----------- - -------- Treaty Line St ---------- =---- City ----------------------- Carmel ----------------- Zip Code -------------------- 46032 ------ --- County -------------------- Hamilton ----------------- Local Sewer Charge - Plan Review and Inspection Application Fee $100 00 EDU Fee- - -S1,650.00 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 Districfare 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 VWC-406R VWC-40sYDSMH Grease Trap No Slab Foundation No Lid Elevation 907.03 It - - -------- ------ 905.66 ft ----------- Grit Interceptor ---- - - - No Crawl Space No First Floor Elevation 907.60 ft -- - ---- - -- 907.60 ft ------ Grinder Station No Basement Yes Basement Elevation 897.60 it ------ -----• ---------- 897.60 it --------- --------- Calculation is based on both Manhole Lid Elevations and the elevation of the First floor 0.57 l-- 1.94 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 manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now permitted. By signing below, I attest that Iam Builder / Owner "o l?Frd ? C :pt responsibility for all work done under this pe fit. Phone Number If 2--2 G 2--3 L Printed Name Approved Permit bate 911312007 Revised 7126107 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 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. 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 fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND 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. 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/.- ° - - - i 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 7124107 Grou Land Surveyors 433 West Carmel Drive, Carmel, IN 46032 R 317.844.3333 F 317.844.3383 www-seagroupilc.corn THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWINGS AND PUNS PROVIDED BY CUNT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC Rnd MIDI OF ANY DISCREPANCIES. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS. SANITARY SEWER SOS SUBSURFACE DRAIN W- WATER LOCATION OF UTUTY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. 5?.3 Qo PW a, fj' 9?06?.9-4- i .-L 1 r? _1 ( I ? "1 VAn iT? ? l 1 ? I t ! 1 ? O ` f ? N Tr l? I I?'L ff I'ROPOSM GLADE PER PLAN GIORD WATER FLOII -r-e.- SANITARY SDYER ME -4-c.- STORM SEWR USE AAIEA LINE ---------- EASEMENT UNE BGLDINC SETBACK LINE MINIMUM SETBACKS MN,. SfCe - ] 1,H,- is f eet Nln. mn eMe Min Rear - 20 Feet Ann L 20R of Id widiY M Pt 9.!.= 102 t NOTE: (SECONDARY AREAS NOTE: PAD ELEVATON LOCATION OF UTILITIES 011 PLOT PLAN ARE GENERAL - WESTCLAY) MAX. HEIGHT: SHOWN Is PER PLANS AMID LOCATION'S PER PLAN AND 35' ON LOTS 100' AND IS N07 ME AS-RUILT SHOULD BE 'VERIFIED IN THE LARGER 1- E LINE) 30' ElEVPTICN. MUD. ON LESS THAN 10a YAM . COVERAGE 50% GRANULAR BACKFRL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LITERAL TRENCH, WATER LINE TRENCH: AND ANY OTHER EXCAVATED AREAS. (IF Si ATION OCCURS) NOTE THE FINISHED BOOR ELEVATIONS AND PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENNCK OEVFLOPYENT. THE BUILDER Is CAUTIONED THAT SAID INFORMATION IS SU3,1ECT TO CHANGE DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE SANITARY Y LATERAL 6' SWAERAL AMID WATER S S LITERVICE UNIT. NOTE.' CONCRETE APRpN TO MATCH E'GSTING AUEY EDGE OF PAVEMENT ELEVATION ALL YUD V STREETS FROM TRUCKS IEAMNG LOT TO BE CLEANED AT THE END OR EACH DAY. CONC DRIVE ?wV Sam Stc(405) ?L TC-5;1 3T I Pc Plan r 9 C6.10 w I I GARAGE FFE=907.6 NOTE THE INFORLIATION FORME EL'YATON NOTE (PRIMARY AREAS - DIFFERENCE BETWEEN THE WESTCLAY) MAIL HEAL T: PRIMARY FINISHED FLOOR 30' BUILD-UP UNE: 2 ELEVATION TO THE TOP OF STORIES MAIL COVPAGE: BASEMENT WALL AND TO SOY THE BASEMENT FINISHED FLOOR WAS FRONDED BY NOTE BUILDER 15 TO CRADE SIDETAAD SWALE TO LRdDES SHOWN ON THIS PLAN. IF RUI_DE3 IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE,-THE ENGINEER SMALL BE CONTACTED. BUILDER IS NOT TD DEVIATE FROM GRADES Sll Y ON IRIS PLAN WITHOUT THE CONSENT OF BOTH THE THE BIIaDER. SILT FFTICE TO BE USED WHERE HEEDED TO KETF XT E OF STREETS AHD OUT OF S, SEWERS AREA OF WATER TAP TO SE BACKFILLED NTH GRANULAR MATERIAL TO WTN;N IOr O< TOP OR CURB. AREA OF WATER TAP 70 BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. I.DT# 496 8,581 S.F. JJ.VJ I N it 1 1, 1 E 7 w 27.33 Of 1 - Iv, al L'j BSMT PROPOSED m a a r_ rAL / Lu ~ FFE=897.6± ERM k MSY RESIDENCE i j 7l V I FFE=907.6 • , I 3.00' 933 m J -I ?q o T.? O ! \ / - c _ 1.00',„u IJ ) POR CH 12.67 i 36.66' 2.0'6 SAN I 8.3' \ r 9C'i.l 1 I J I [? If o 'l lE? m o LI EN ?Pm NO ?Iv)ra' I? inrl Properly Dewrpb r Lot Number 496 In Wage W Wedclay, 3ectim 5002, an Addtion in Ham9fon Coulity, In am as per plat thereof recorded as IrmirLUnent Number 200500060648 found In the Office of the Recorder of Hamilton Cm*, llr4ana, PLOT PLAN Scale: 1'=20' Date: Awl 29, 2007 Shafer Enterprises of Indion0 Residence 13018 Treaty Line Street NO. LS20200083 STATE OF CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux copy # : 1 r Sec:28 Twp:18 Rng:3 Sub:B62 B1k:5002 Lot:496 PARCEL ID ........: ZB62496 DATE ISSUED.......: 09/13/2007 RECEIPT #.........: 26274 REFERENCE ID 4 ...: 07090059 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13018 TREATY LINE ST VILLAGE OF WESTCLAY CARMEL OWNER ......... ...: SHAFFER ENTERPRISES OF INDIANA ADDRESS ....... ...: 9650 N. AUGUSTA DR., 4522 CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM . ...: SHAFFER ENTERPRISES CONTRACTOR .... ...: LIC 4 XELITEX COMPANY ....... ...: ELITE EXCAVATING ADDRESS ....... ...: 12413 BROOKS CROSSING CITY/STATE/ZIP ...: FISHERS, IN 46038 TELEPHONE ..... ...: (317) 8410951 FEE ID UNIT QUANT ITY AMOUNT PD-TO-DT ----- -- THIS REC ---------- - NEW PAL --------- ---------- 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 PERM IT ---------- ----- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------- -- ---------- CHECK ------- --------- 1396 --- .00 --- -- 16278 TOTAL RECE IPT 1396 .00 CITE' OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT 'txuian* • PARCEL ID #: ZB62496 LOT & SUBDIVISION: 496 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13018 TREATY LINE ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SHAFFER ENTERPRISES CHECK #: 16278 EXCAVATOR INFORMATION: Name: ELITE EXCAVATING Ph. #: (317) 841-8951 Fax #: Email: Street Address: 12413 BROOKS CROSSING FISHERS, IN 46038 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Snecial NotenfConditinns: Permit#: 07090059 Date: 09/13/2007 LOT 496 VILLAGE OF WEST CLAY, WATER PERMIT 'NO NOTES' The building & Sewer Shall be pvc 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 AS TM 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 6" diameter. All installations shall be "open trench" inspected and Mara% -ed by the Carmel Sewer Department before any backtilline is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits ar(Por denial of water connections. No rooting 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 1317) 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 instal line sewer (or water) lines shall have a plumbers bond posted with the ChI'Y ENGINEF R'S OFFICE. If any street must he cut. a senarate street cut hermit shall he ohtained. APPLICANT NAME: RANDALL S. SHAFFER / PAYMENT RECEIVED BY:%'? FEES: $1,396.00