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Home My WebLink About07090039 Sewer/Water Permit/sRegional Waste District Residential SANITARY SEWER PERMIT 00493 INDIVIDUAL LOT I EXISTING BUILDINGS I Permit Type - Final Subdivision ------------ ------------ ---High Grove Section Number 1 Lift Station ________ -_20Hi -High-Grove- S!ation Treatment Plant ------- mix ------------------- Builder ------------- - Shamrock Builders ---------------------- Phone Number 317`-710-3588 Parcel Acreage -------------- ------------------ EDU in Gallons 310 I i Number Lot Number i 8 Address Number ------- 12207 ----------- ------ Street ----------------- 9 Red old Run_ ------ -- - -- City _ --- ---- Carmel -------- . ------ Zip Code --------------- --------------------- County Hamilton Local Sewer Charge Plan Review and Inspection Application Fee -_ ___ '$100^00 EDU Fee $1,650.00 ------------ Interceptor Fee nvo ce I 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 HG-408 HG-407 DSMH Grease Trap No Slab Foundation No Lid Elevation 886.25 ft -- - -------- -------- 885.48 it ----- Grit Interceptor No Crawl Space No First Floor Elevation 888_50 ft 888.50 ft% Grinder Station No Basement Yes Basement Elevation 878_50 ft 878.50 ft- Calculation is based on both Manhole Lid Elevations and the elevation otthe First Flow 2.25 __3_02: Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only 7j7- The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 77( Manholes shall remain accessible afall 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. q. C WD By signing below, I attest that I am familiar with the Districts specifications and agree to accept responsibility for all work done under this permit: Builder! Owner Signature ?? - Phone Number 317- 710 --35 15 Printed Name Approved 9y_._ Permit Date 91712007 Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid onlywith 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 1001eet 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 exisfing sewer line from the building to the septic tank may only'be used if if 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 priorto.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. 6. 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 SDR15 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/. 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 1-8007382-5544, 48 hours prior to.digging. Revised 7/24107 CONSULTING ENGINEERS LANDSURYEY0RS n5 ESA "7 rwm N 4f6iE 1 (3111 NYE735 - 1-E 72-6911 - FA (317) N7- 4i j ill it JOB D HGV.8 DIM 157226 SHAM CONTRACTOR SHALL BE REOMRED TO CUT THE LATERAL LOCATION BACK 8' TO MEET THE FIVE FOOT MIN8/UM SEPERATION FROM ANT STRUCTURED WALL i9' ou.?r e o,54sc i -- _ _ / b / n a rr.rrr.-rmw es,a,.. ATS.v J C CY. s un' en l _ LG y N]COJ ? ¢' O.V G9L P+ SE ?REDGOLD -RUN -r?rL?1 ? ?:-6S 39t 1p SHAMROCK BUILDERS, INC. LOT 8 HIGH GROVE SECTION 1 INST. /200000007619 P.C. #2. SLD. /404 CERTIFICATE OF CORRECTION INST. #200000032184 ZONING: R1 10' MIN. SIDEYARD AND 20' AGG. 20' MIN. REAR YARD 7220tREDGOLO:RUN_- .7 7' m 3D' LOT AREA: 12,633 SQ.. Ft - -- - 4E¢xL: c 99.9v c mrcE Lac carsTl OO w ? M.G9 iR5(f;m GR1LC (1324 WISi) _ _ SSC. _ _ SR-SAF.Q pP.W S4MLMY $LYp( Slrq YR}1 ? ?w nl2i COeCLlo1 ? J/ SI SLT FFLQ ® SEMA YwY0.£ rJ sra. uurac . q1!! IIIIE, ?-{ rNr xrc4wr C) Ti o ¢cw OUT OWL MMN2 4: uN11 uSFYCx, , w Swami IL SlE Y! v/NSVF[ Fw5PC1, ,IL M[Q(A LTwV K. wp UT+ ws $NCM M: gOiIEL BY Oc V N'JY C(9.T BANS RNMBIED T WO X. Ow ACNLL M.0 LOL . WY VMT. .? BENCHMARK TOP OF CURB - 885.58 MICAL SWALE DETML xo, ro o Sc.IF s No. 80040348 STATE OP 4WJN SptA.mL IK A i50 tCG n wrt M^.[N0 D _CL.'\ CALL 10 W . WUi BFi KV pL 1-e4%FJSt-sw