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Home My WebLink About07080172 SewerPermit #: 07080177 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Date: 08/20/2007 bL9pyP: PARCEL ID #: ZSTP286 LOT & SUBDIVISION: 286 STANFORD PARK ADDRESS OF CONSTRUCTION: 13310 GOLDEN GATE DR W WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name:RYLAND HOMES CHECK #: 13552 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS. IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT lal Noiesm onamons: LOT 286 STANFORD PARK. WATER CONNECTION PERMIT. NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clav pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. The sewce shall be installed in accordance with ASTNI 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6' diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backtilline is done. Non- compliance may result in digging up the sewer installation and,'or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street mast he cnt. a scnarate street cni. nermit chill be obtained. i APPLICANT NAME: R.L. GR?O/CE PAYMENT RECEIVED BY: V FEES: $1,396.00 CITY OF CARMEL Item 3 of 5 PERMIT RECEIPT I I I OPERATOR: slil! COPY # : 1 1 Sec:29 Twp:18 Rng:03 Sub:STP BIk:3 L•ct:286 PARCEL ID ........: ZSTP286 DATE ISSUED.......: 08/20/2007 RECEIPT #.........: 26070 REFERENCE ID # ...: 07080177 SITE ADDRESS .....: 13310 GOLDEN GATE DR W SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ...... OWNER RYLAND HOMES ADDRESS 9025 RIVER RD N 0100 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND :-TOMES CONTRACTOR ....... : LTC # XA-1SUP COMPANY .......... : A-1 SUPERIOR EXCAVATING ADDRESS .......... : 3143 ROSEWAY DR CITY/STATE/ZIP ... . INDIANAPOLIS, IN 46226 TELEPHONE ........ : (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---- - THIS REC --------- - NEW PAL --------- ---------- ------------- -------- USFWATCONN FLAT PATE 1. -- ---------- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 ------- - 86.00 --------- - 0.00 --------- TOTAL PERMIT ---------- --- 1396.00 0.00 1396.00 0.00 Regional Waste ®istric Residential SANITARY SEWER PERMIT 00207 INDIVIDUAL LOT H EXISTING BUILDINGS Permit Type ---------- Final -------------------------- Subdivision ---- ----- Stanford Park -------------------- --- Section Number 3 Lift Station 23_1 26thStreet Station Treatment Plant ------- mix -------------------------- Builder --------------- --- R-land Homes, Phone.Number. ------- -------------------------- Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number % 403 Address Number 1 3310 ----- ----------------- i ---.. Street Golden Gate Or W . -------------- ---------`-------Q1 ---- City - ------------ Westfield --------------- Code Zip ------------- 46074 ----------------------- County ' Hamilton Local. Sewer Charge - - - I --- - - -- - - -- - - -- -- -- - - - - - - - - Plan Review and Inspection Application Fee $100.00 -------------------- E DU Fee $1,650.00 ----------------------------------- Interceptor Fee ------ ---- ------ ----------- .. Fees Due $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of theClay Township Regional Waste District (see' reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above_thepipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to'enter the District's sanitary sewer system. The. District will assume no liability for drains which are below the grade level of the' nearest downstream manhole norifor laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by the Dislrictare MANDATORY and shall be arranged by contacting the District's office at 844-9200] 24 hours in advance. All new construction will be placed on billing six months afterconnection has been made or' when mater is connected, whichever comes first. The building has: USMH SFP3-713 SFP3-712 D$fv7H Grease Trap ------ No Slab Foundation. Yes Lid Elevation 916.38 ft ------ -- --- ---' 913.06 'ft GriLlnterceptor --? No Crawl Space No First Floor Elevation 917.20 ft ------- --------- ---------` 917.20 it ---------- Grinder Station No Basement - No Basement Elevation ------------ -------- ----------- Calculation is based on'both Manhole Lid Flevations and the elovafian of the First Floor 10.82 - ------- 4.141 9-13,99 and the elevations provided, the substructure shall be, plumbed by:, Not Applicable; The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. ` lanholes shall remain accessible 'at all 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. tot-286 per as-builts By signing below, I attest that I am familia4)Nth the District's Vp?cifications and agree to accepit-responsibility for all Builder I Owner Signature 1?A A" N-M JPhone Number Printed Name Approved Permit Date 811312007 Revised 7126!07 Permit is valid for ONE-YEAR from the date. issued. Permit valid only with CTRWD seal in red ink. .y 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,forHamilton 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. Airiest is required to show it acceptable for re-use. The property owner shall bearthe,cost of.all testing. The District inspector must beonsite,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 inspectionfails and a second,nspection,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. 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 (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: SOP 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 to1 2 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 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 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:/iwww.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 fop. 15. Call before you dig. IUPPS 1-800-382-5544, 4&hcurs prior to digging Revised 7124107 The Schneider Corporation 941111eerlng 8801 Otis Avenue Surveying " Historic Pmt Harrison Landscape Arclitecava lndlasepo6s, ladima 4821d-1037 Cis • LIS 917-828-7100 Geclop a ?? 317-BU-7x00 FAY Plot Plan Prepared for. P_K of Indiana BLOCK 4 LOT 286(403) containing 1,247 SF.t in plo t Plan Legend Stanford Park Section / 3 Instrument 200500009386 ® .U Proposed Grades Existing Grades P.C. # 3 Slide 1R 578 000 s00.0? Contour Grade Amended Plat K Approx. Lateral Location Instrument # 20050003471 s Sanitary Sewer Lines 3 Side 637 P.C. f gym- - v - Storm Sewer Lines Water service Lines Clay Trop, Hamilton County - - - - - - - Sub-Surface Drain Lines T29N, RX Sec 20 to Manhole (Sanitary or Storm) , 13310 Golden Gate Orive' West (24R/W) ® Beehive Inlet (Storm) Curb Indet (Storm) IN 46074 el, D p End section (Storm) repal, Data 08/03/07 By. :0. ARIA - Fire Hydrant Flow Line (wale proposed Bu s INVENTORY Op(>sed yeT(} - e , < 0 - Budding Line e (BL / BSL) - - - - - - - Easement Line Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6' (B.H.) Q O J W \ w l co l u' W <I o Ckf WA o \ CD CD d ? I u 't'2f oJi F r _1 8 , wNw CL GAG Cn I ? o2 <a I W I Ic co U ? CC FLOOD HAZARD STATEMENT CERTIFICATION Note: Per Carmel zoning ordinance 26.1.1 : The No. S0303 STATE OF O qy? S URI x"no\. ? ? ? ? / / ! ! 11 I I I I I 11111 l 1111 \ \ \\ This drawing is not intended to Of residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to Nlirty-five feet (35') provided the side and rear yards are Increased an additional one foot (I') far each one fact (1') the structure exceeds the first twenty-five feet (26') in height Note: The contractor is to maintain a minimum distance of ten feet (10) between the sonilry sewer and water line laterals. NOTE Builder to ensure positive drainage away from structure((} represented as a retrocemenl or original boundary survey, o route survey, or a Surveyor Location Report" Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is sutdect to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of tie within cescdhad land DOES NOT LIE within that special flood hazard zone A as said land plots by scale on food insurance rate map w 18057 020EF for City of Carmel, Indiana (maps dated February 19, 20031. 'SIGNATURE : DATE SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, falling to do so results in the contractors assumption of all liability. LOT# 286(403) Vb07.0077359 o?o Assumed North Scale : 1' = 20' . ?P3 -?)3 STR. #713 TC=916.38 PER RECORD DRAVANG ?I.? IS ON OR NEAR PROPERTY UNE 75' m 38 02' 62 9 ! 4 . gC?U . 'zo 1 , . m A YU?= - P iLnp= V7 W W Zl w ? a w w W ? F- ? ?N d I Z I zlm <e W 1 Q1 O tl' o Cal STR. 0712 TC=913.06 PER RECORD DRAWING srf 3 _/ ^'^ L R.H. of Indiana Finished Floor Elevation Information Pad Grade = 916.0 per plan Pad Grade + 01 = Garage FFE (916.7) Garage FIE + 0.5' = Residential FFE',(917,2 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 916.38 Downstream Manhole, TC=913.06 per record drawing Ground Cover Calculations: Drive - 294 SFd: Private Walk = 24 SFt Sod = 32 SYi , entire yard 3 1 a+E o 1 %opE TYPICAL SWALE SECTION