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Home My WebLink AboutSewer PermitSENT BY:SCHNEIDER ENGINEERING ; 6-20- 2 2:21P14 ( I q bi Sch, rwid... NOTE: The Sc4aelder Corporatlou 89D1 Otis Avenue Historic Tort HuTimon indiruapolls, ludiana W16-1037 317-826-7100 317-BU-7200 FAZ THIS URAMNG IS BASED ON CONSTRUCTION PAN LS Olt RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY, THE SCHNEIDER CORP. DOES NOT WARRANT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION, W CONTRACTOR SHOULD VERIFY E)USTNG CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCY FOUND UPON THIS DRAIMNG SHOULD BE REPORTED TO THE BCHNODER CORP. IMMEDIATELY) FAILURE TO 00 $0 WILL RESULT IN THE CONTRACTORS ASSUMPTION OF UASIUTY. Tt3.89407 �� PER PLAN 1 STORM SE LOT # 51 23,765 SF Q 0 ASSUMED NORTH SCALE 1 * - 30' ��III I 1 � 'I t I t� T TCr669.✓1p PER PLAN �_l I co U Z 4 OL ) �;IC7 c 1 I � t O � 1 !317I695-2603 3178402b274 1/ 1 landscape Arohilealure 4'1 Gib - us Geolop -TYPICAL SWALE SECTION mm (� PROPOSED GRADE II>A<lyw To R FU%= 1T am AS No= RI[TOSF9 I n, &00' � 895.3 NOT INIU CM DISK �` 41.0' ^ / 40' BL-7— TC-a90.97 PER RECORD 41.0' '7!1!; DRAINING L�()W 4 MALK LN`RQL CURB RAMP STEEPLECHASE DRIVE 1� 50' R/W NOTE: THE BASEMENT ELEVATION DEPICTED HEREON HAS SEEN DETERMINED AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS FOR 114E SUBDIVISQL UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER TABLES, SOL CONDITIONS OR SOIL TYPES 'IITNN THE BUILDING AREA HAS BEEN PROVIDED OR STATED ELSAID BET13 �THNOIMED V"ELEV TION$ AT LEAST (2)F ABOVE THE NORMAENTL turAriON OF ANY ADJOINNG BODIES 00' WATER UNLESS A STUDY OF FACTS REVEALS OTHERWASE. IF IHIIDND Di UGYATIOV FRO(iyS, Airy ORQUNDTUITER IS "TNESSfD. THE SCHNEIDER 000P. IND= BE NOTFIED IMMEDIATELY ®IEN. THE BAT ELEVATION SHOULD K RAII® Y ABOVE THE MMIYDWlAM LEWEL AND ADOII101M OONSMCTON TFYEWIGUES SHOULD 1E INOORPORATED TO AUSNIATE FUTURE MWINJUR PREPARED FOR: EAGLE KUSTOM HOMES PLOT PLAN LOT # 51 HUNTERSFIFLD INSTR. # 9436476 P. C. # 1 SLIDE # 457 STEEPLECHASE DRIVE 3'798 APPROXIMATE LOCATION CONFIRM BEFORE CONSTRUCTION 6" SAN. LAT. NOTE: GARAGE F.F.E, IS PROPOSED TO BE 4,4' ABOVE CURB INLET PER PLAN, TO-E19.9R PER RECORD DRANIM NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET. A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE S1DE AND REAR YARDS ARE INCREASER AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY—FIVE (25) FEET IN HOGHT. PER CARMEL ZONING ORDINANCE 26.1.1, JOB # 02- 2505-14 06/19/02 Bcw CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT [ ] Conditional Permit [ X ] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Rd Location: Huntersfield Owner/Builder: Eagle Kustom Homes Lot# 51 Street address:3798 Steeplechase City: Carmel Zip: 46032 County: Hamilton Interceptor Charges Paid: LOC n/a EDU Fee 1,200.00 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 sand or 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. X District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. � have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building has a [ J crawl space [ ]slab or [ ]basement that ( ]will be finished, [ X ]rough -in plumbing with grinder pump installed during construction, [ ] rough -in plumbing only and grinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify the District office when the grinder pump installation is completed Conditional Permit Terms: [ ] NO CONNECTION to the sewer until further notification. [ ] Certificate of Insurance must be on file with CTRWD listed as certificate holder. [ ] 48 hours notice before work starts on manhole core drilling or cuts of active lines and District inspector must inspect all work before covered. [ ] All District fees will be paid in full. [ ) Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification r i All Conditions have been met and final permit issued 20 . By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. 577-1100 B i er/Owner Signat6r6 Phone V 4. &U�c Printed Name Inspection Fee Paid: $75.00 paid yes 2 site plans submitted Permit issued the 25'h day of June 2002. Permit is valid for ONE-YEAR frorn the date issued. ,` Jay W. A ey, Utility Manager sv Permit valid only with CTRWD seal in red ink. Perm it-rev.01-01 /cjf CLAY TOWNSHIP REGIONAL WASTE DISTRICT 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 $75.00 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 and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: 7. Bedding: 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 F-477 FITTINGS - SDR-26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. Use fill sand or Number 8, 9 or 11 stone 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 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 D- 2241. 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 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 North College Suite A. Indianapolis, Indiana 46280 Phone: 844-9200 Fax: 844-9203 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 inspection 14. Contractors shall lay 14gsuge-stranded wire the entire lennth 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. Lateral-rev.04-01 cf