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HomeMy WebLinkAbout0669.02 Sanitary Sewer Permit CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT [ ] Conditional Permit [x ] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Clay Waste West Location: Saddle Creek sec 9 Owner/Builder: Pulte Lot# 260 Street address:14212 Autumn Woods Dr City: Westfield Zip: 46074 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. pip District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. PRI 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, [X ] 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. ----- 4/1/4- _ /J----c? 575-2350 Builder/Owner Signature Phone PAL R/c,k E Printed Name P"HAMILTpN Inspection Fee Paid: $75.00 paid yes 2 site plans submitted ko cot* Permit issued the 12th day of June 2002. ,w . 0100 g Permit is valid for ONE YEAR fromthe dafe issued. . r o P 4,,4,,k0.4" -'—'17-N— D t.t. LJay .Alley, Utility .: ."- -,$) � ih � oGy P le CTR�i Permit valid only with CTRWD seal in red ink. 71 al Permit-rev.01-01/cjfS,'y�p NtP'a REGtONA- 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: 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 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 14 gauge-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 Flood Hazard Not : ( Note: i Lot Number 260 lies within that Special Rood The proposed construction grades depicted hereon Hazard Zone"C"per the scaled location on the are based upon information,proposed grades Flood Insurance Rate Maps for the City of Carmel, and/or contours,taken from the approved Indiana(Community Panel#180081 0002 C,dated construction pans prepared for this subdivision. May 19, 1981). Unless stated hereon,no information pertaining to but not limited to,fluctuating water table elevations, COMMON AREA 907.4 soil types or conditions within the building area of DBE-&LS.EE g / Q��uu )©(J LI a h plan lot,has been ctio or a basement, referenced on sad l5 plans. Vlkth the construction of a tbsemert it is "\b. 2©&11®° " _ �,rnli recommended that the lowest floor elevation be 908.7.it ° c'�V constructed at least two(2)feet above any adfoirwng tip • o tes of water unless a study of facts reveals gN�� �� otherwise. Should any ground water be, witnessed during the excavation of said stricture the lowest floor elevation should be raised at least two(2)feet above the ground water level and additional construction techniques should be incorporated to alleviate future problems. •.4 ' N‘NN 7.0 69' Conc Flatwork Sq. Ft=t1186 Public Walk Sq Ft=±573 LOT # 260 Sod Sq Yds=±733 15 263E SF 47,� Seeding Sq Ft=t6521 "Asbuilt Elevation" e'' cP PAD 907.8 a t • i > PAD 908.9 PER PLAN e // cfl 1' �yt� cT4` .P 17.1 P ,r5` / .+•, \ <:1' c4,0/ ;,t, $. zoo `— -...„' . „.• ..: # G SCwL!� / 51.• �:� 907./ //71/ ),..1,..\,/ ) / k>‹ 'N' \ �� .:� \fir V / N / / / / '( / / TC-SJW MH N Garage Finish Floor ��� r)y. �/ r•- /Q`-� 3.0 feet above curb O� NDc�j �� •/ O50C1 at center of drive v b N. - 0 `� 15 r / PRESWICK-RT HAND 4. "� ELEV 2C HYD 4.%►"` !L:: `� . � L` PART. BSMT-8'Waifs ® .��. ',``�v h� t• 2 CAR GAR-Front Entry Pv 2'Extension Note: �� ®=Proposed Grade v+� Z co'''' =Drainage mow This drawng is based upon construction plans XXXVX=ExistingMade and/or record drawings prepared by others and is �^ 'r;.0 not based upon a field survey. COOK Consulting& Gar.FFE=909.7 Land Services,Corp.does not warrant the correctness or integrity of this information. The 1st Fir FFE=911.7 contractorkwner should verify existing conditions Bsmt FFE=903.0 diti prior to construction.Any varying field conditions or Drive Slope=5.2% arty ciscreix.pcy with the information contained f1Ni Note: hereon should be imrnediately reported to COOR TC=908.80 Consulting&Land Services,Corp.;failure to do so Minimum Front yard-Variable would result in the contractor/owners assumption of Minimum Side Yard-10' liability. Minimum Rear Yard-20' orrig3mQttn1,r___ng� A asonol rA SADDLE CREEK PLOT PLAN _ -- © SECTION 9 Prepared For. PC 2,SLIDE 490 Putte Homes of Indiana INSTR#200000048296 . 303 W.Main Street,Knighrtetown,In.46148-0012 LOT #260 ' 4 - Phonalr: (765)345-5643 Faxi: (765)345-55082 14212 AUTUMN WOODS DRiVE f•.+. ...,. www.coorronsutting.com Westfield, IN 46074 DATE:06/07/02 JOB#2000-500.260 .