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Home My WebLink AboutSanitary Sewer Permit ' CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT [ ] Conditional Permit (Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS - Project Title: ,f Cit,L i it) `NG U (l Location: /-ó)( / an I- C t--4_'�!e` //--- '. Owner/Builder: ` �1.i-k- • J Lot# , Street address /to 77Jectipc/Itii / 1'd c C o City: l t r_L I/e Zip: I � Ati-/I'k.0 77 County: c.. (1)'1 ( Interceptor Charges Paid: LOC EDU Fee f r-(,)O 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 whene water is connected, whichever comes first. gi?�, District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. ) t- I have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building has a [ ] crawl space [ ] slab or[ ] basement that[ ]will be finished, [ ]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 [ ] _ 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. ,-__ -y' - ,'"" ,,,,,&, 7-5 —, -3 5v BuikkjADAtner Signature Phone Prf/L. �.7(c-,('(.(' _ Printed Name Inspection Fee Paid: $75.00 ✓ t/ 2 site plans submitte• c) 4, 049c• • h Permit issued this Zday of _ - 200y • CTRWD -C Permit is valid for only ONE-YEA from he date issued! '. - �',� ', RfGIONA�W Ja W.Alley, Utility Manager e— ''''' Permit-rev.01-01/cjf Permit valid only with CTRWD seal in red ink. t + 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 intei:onnected 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 II is located under a building addition,patio,porch or paved driveway. Air test is required to show if acceptabl^for re-use. The property owner shall bear the test of all testing. The District inspector must he 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 P:vised 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 fha appropriate County Board of Health for further information. 6. Acceptable ripe 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 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. 7. Bedding: Use fill sand or Number 8,9 or 11 stone Fill material is to he 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 he 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 l -d pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may he obtained from the District's office during business hours of 8:00a.m.to 5:00p.m.Monday through Friday:All District standards can be located on our web site at tillp://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 shalt,lay144auge-stranded 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, Lateral-rev.04-01 cf • _:. Note: Note: The proposed construction grades depicted This drawingis based upon construction plans hereon are uased upon information,proposed and/or record drawings prepared by others and is grade_and/or contours,taken from the approved not based upon a field survey. COOR Consulting construction plans prepared for this subdivision. Gar.FFE=898.8 1st Fir FFE=900.8 m 1st Services,Corp.does not warrant the Unless stated hereon,no inforat on pertaining h correctness or integrity of this information. The to but not limited to,fluctuating water table Bsmt FFE=891.1 9 Drive Slope=5.5°/a contractor/owner should verify existing conditions elevations,soil types or conditions within the prior to construction.Any varying field conditions building area of said lot,has been provided or Garage Finish Floor or any discrepancy with the information contained referenced on said plans. With the construction 3.6 feet above curb hereon should be immediately reported to COOR of a basement,it is recommended that the lowest Consulting&Land Services,Corp.; ailure to do Floor elevation be constructed at least two(2)feet at center of drive P•: so would result in the contractor/owners above any adjoining bodies of water unless a assumption of liability. study of facts reveals otherwise. Should any ground water be witnessed during the excavation of said structure,the lowest floor elevation should Flood Hazard Note: ,m be raised at least two(2)feet above the ground Lot Number 35 lies within that Special Flood water level and additional construction techniques Hazard Zone"C"per the scaled location should be incorporated to alleviate future on the Flood Insurance Rate Maps for the City problems. of Carmel,Indiana(Community Panel#180081 0006 c,dated May 19, 1981). WINDSOR II-ELEV 3C l°oomuVU I 1 10o IPRN 9'WALLS-LEFT HAND ig,%[11g2 ir — Off' 0/7 FULL GRDN BSMT Conc Flatwork Sq.Ft=±1596 �! 3 CAR GAR-SIDE ENTRY ®=Proposed Grade Public Walk Sq Ft=±584 / 2'FAMILY RM EXT 9,,,, BRICK-DECK A =Drainage Flow Sod Sq Yds=±654 1` Seeding Sq Ft=±6125 SAN MH �l 1 AlTC 900.0 / W 89',�� r 1896.1 150.00' 1895.1 r — ti I In12' 1 r, I 1 ir S2rvcE CDNc ` DRIVE Ln N IF . N. Few 88.67, I � 35.9 II 1Lopp.cli ,Y4t.,+ .2 t cfl W In I III ,tyo 'o.o00.I I n m % h H z j�i _Z n-- P Vl it1894.C( \ J 1111`1 ' II (aa �Z ;� IH9\ , jvF4 s_ 0 ` Q� S�J 7 t p J SAN RN I J Tc 894.8;CURB INLET ^\ CO 12, LOT # 35 15767 S.F.± ym\ / \ PAD PER PLAN=898.2 r, -7� 894.. \ rIrt/ MIN FIN GRADE=898.5 G13 O z. NOTE: ,� r,t,'Ait:I Site Zoning:ROSO II RETAINING SYSTEM MAY BE p 20'Rear Yard Setback NECESSARY TO ASSURE POSITIVE DRAINAGE AT WALKOUT 6'Separation Between Buildings OR GARDEN BASEMENT 6omomdl48ng Ca ['mint _ CICRg3 LONG BRANCH PLOT PLAN 0 ( 0 ESTATES SECTION I Prepared For: INSTR.#200200009200 Pulte Homes of Indiana PC 2,SL 745 ..- .-.- Ch CO (? . O Li' al Q .. 303 W.Main Street,Knightstown,'n.46148-0012 LOT # 35 I - j Phone#: (765)345-5943 Fax#: (765)345-5692 11677 SWEEPING RIDGE DRIVE Wi.e) 4 www.coorconsulting.com �'IQNSVILLE,IN 46077 � , , DATE:9\23\02 JOB#2001-600.035 ;,. --