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Home My WebLink About08010078 Sewer/Water Permit/sRegional Waste District SF Residential SANITARY SEWER PERMIT 207122007 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Lot Number 240 Lift Station 14 Austin Oaks Station Address Number 4046 Treatment Plant CTRWD WWTP Street Teague PI Subdivision Claybourne 3 City Westfield Builder Ryland Homes County Hamilton Parcel Acreage EDU Fee $1,650.00 Employees Application Fee S100.00 Square Footage Fees Due $1,750.00 Invoice Number 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 six 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. Up CBNi-27 CBN1-24 Down The building has a: Basement Yes Grinder Station No Slab Foundation No Crawl Space No Grease Trap No Grit Interceptor No Lid Elevation 914.95 ft 914.51 First Floor Elevation 918.50 ft Basement Elevation 909.50 ft Difference between the lowest gravity connection and the nearest manhole cover must be greater than 1 foot. the basement plumbing status is: Plumbed with Grinder Pump Installed 91 The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been I have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation No Connection No NO CONNECTION to the sewer until further notification. Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. Inspection Notice No 48 hours notice before work starts on manhole core drilling or cuts of active lines Fees Paid No All District fees will be paid in full. Plan Review No Approval pending Districts review of plans. Other Permits No Copies of approved permits from appropriate county or city No Occupancy No No occupancy until further notification Fats, Oils & Grease No Fats, Oils and Grease Facilities will abide by District standar - ?'? G!n ntrNP,?' By signing below, I attest that I am fa iar with the Dist specifications and agree to accept responsibility for all w ul'ider this permit. Builder/ Owner Signature I Phone Number yC,.- yl C) Printed Name- JML Approv By Permit Date 21112007 ion 3 Customer Service ndy j= F:i Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink_ Revised 12/1/06 SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 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. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 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. 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. 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 and filled with earthen material in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further information. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D-3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F477 FITTINGS - SDR-26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. Bedding shall be Use Number 8 crushed stone or Number 8 fractured face aggregate Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D-2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 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 of building foundation walls. 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.ctrwd.org/. Septic effluent shall not be pumped out into the sanitary sewer system. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 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. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 1!13106 (Ibl S;6hn6ider The Schneider Carpontion Fynpraeeri" am Otis Avenue snrverisa 11116110/7110 Fort Herriom Landscape Arddt+cture 11galfenepolle ladiena 49216-1097 CIS - US 9117-628-71.00 Geology 817-626-7200 P" This Plot Plan Prepared For R.H. of t_ot If 240 , containing 10,241 SY1, Cloyboulne Section 3 INSTR. 200400080247 P.C. 13. Slide # 533 Homiton County, Clay Trp Sec 30, T1 8N. R03E 4046 Teague Place (50'RM Carmel, IN 46074 Prepared Date: 01123107 : By AMA Proposed Buyers : Rosalind 1 Keels Community Restrictions: Side Yard = 5' Rear Yord = 20' Aggregate = 10' Zoning ; SI Proposed Grades in Daa.O Existing Orades r000,0-? Contour Grade ?k Approx. Lateral Location Sanitary Sewer Lines Storm Sewer Lines W Water Service Lines - - -- - - - - Sub-Surface Drain Lines * Manhole (Sanitary or Storm) Beehlve In el (Storm) ® Curb Inlet (Storm) p End Section (Storrs) Ak Fire Hydrant - _ • • - • • . - Flow One of swale Balding Line (BL / 8SL) - - - - - - - Easement Line R.H. of Indiana Finished Floor Elevation Information Pad Grade = 916.3 per plan Pod Grade + 0.7' = Garage FFE (917.0 Garage FFE + 1.5' = Residential FIFE (918.5) Residential FFE - 9.0' = Basement FFE (909.5) Note : The garage finished Roor elevation Is 2.6' above the curb at the drive, per plan, Ground Cover Calculations: Drive = 797 SFt Public Walk = 319 SFf Privole Walk =89 SFt Hydroseeding --4,416 SFt Sod =353 SYi , Prom Rear of residence Optional Sod Package Hydroseeding = 736 SFt Addl. Sod Pkg.= 409 SY1, Rear easernent. Sidewalk to be placed 1' from property line, 4' from back of curb, per plan, Note: Per Carmel zoning Ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five ieet (35') provided the side and rear yards are increased on additional one toot (1') for each one foot (1') the structure eKceeds the first lwenly4ve feet (25') in height. Note: Sanilary Sewer Top of Casting Information Upstream Manhole. TC= 914.95 Downstream Manhole, TC=914.51 per record drawing Note: The contractor is to maintain o mninwm distance of ten feet (10') between the sanitary sewer and water line laterals. this drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or u Surveyor Location Report. Note: this drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does nut warrant the accuracy or sufficiency of this information. Contrticlors should verify existing conditions prior to any construction. Any discrepancy lound on this drawing should be reported to The Schneider Corporation immediately, failing to do so results in the contractors assumption of all liability, The basement elevation, depicted hereon, has been deterrnired and based co the pad grades and/or contours taken from the construction plans for Ihs subdivision. Unless staled, no ilforrTm6 n about fluctuating water tables, sop conditions, or eat types has been prodded or stated on said plans. This lot Is located near a body of woler. Lot or sol conditions may require that the basement floor elevation be held 2 tool above normal pool devatim, Ste investigation may be needed It water is encountered "Ing the excovatlon process or If other known water elevation or sails conditions are present. Investigation and ony remedial procedures is at the discretion of the budder to determine and take appropriate steps of action. It any ground water Is encountered during aKcavatim the builder is encouraged to contact The Schneider Corporation to discuss poaoib11e oywaes of action. Note: Sump pump(s) to be pieced by Wilder as needed. z e : y TYPICAL SWALE SECDON Flood Hazard statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flacd insurance rate map. ALL of the within described land L)OES NOT lie within that special 111000 hazard zone AE as saic land plots by scale on flood insurance rate map #1BtJt}81 0205 F for the City of Carmel. Indiana dated February 19, 2003. SIGNATURE : bAIE SIGNATl1RE LS_r-:; G?iJF9hl?A I' ! :, _:=PT ?iF ??r!; -- -- -- U oA7m- Detail of Ground/ Storm Water Now pattern to Individual rota Note: Builder to ensure: positive drainage away from structure(s) FLOOD HAZARD STATEMENT CERTIFICABON Lot # 240 Vb07.0067371