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Home My WebLink About07080165 SewerCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:20 Twp:18 Rna:3 Sub:STP B1k:2A Lot:144 PARCEL ID ........ : ZSTP144 DATE ISSUED.......: 08/20/2007 RECEIPT #.........: 26062 REFERENCE ID # ... 07080164 SITE ADDRESS .....: 3467 BURLINGAME BLVD SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ....... OWNER ............ : RYLAND HOMES ADDRESS .......... : 9025 N. RIVER ROAD CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46240 RECEIVED FROM .... : RYLAND HOMES CONTRACTOR ....... : LIC # XA-1SUP COMPANY .......... : A-1 SUPERIOR EXCAV ATING ADDRESS .......... : 3143 ROSEWAY DR CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46226 TELEPHONE ........ : (317) 893-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO -DT THIS REC NEW BAL = ---------- ---- USFWATCONN FLAT --------- -------- RATE 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 METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT : AMOUNT ------------ 1396.00 1395.00 NUMBER ------------------ 13605 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080164 1 WATER / SEWER PERMIT / RECEIPT Date: 08/20/2007 PARCEL ID M ZSTP144 LOT & SUBDIVISION: 144 STANFORD PARK ADDRESS OF CONSTRUCTION: 3467 BURLINGAME BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13605 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 - SEWERNVATER PERMIT NUtesiVV11U ttun5: LOT 144 STANFORD PARK, WATER PERMIT " NO NOTES ' The building & Sewer Shall be pvc sewer pipe meeting AS M specifications 3034 SDR 35 of latest revision: or vitrified clap pipe. meeting ASTM specifications C-700 for extra strength clap pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pvc 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 Rater 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 improved by the Carmel Sewer Department before any backfilling is done. Non- compliance may result in digging up the seiner 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 he 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 are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall haee a plumbers bond posted with the CITY ENGINEER'S OFFICE. if any street must he cut. n scnarate street ?n nermu shall be. obtained. APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY?( PYYV1 FEES: T $1.396.00 Regional Waste Dish ict Residential SANITARY SEWER PERMIT 00225 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type - Final Subdivision --- Stanford Park ------------------------ Section Number ------- 2A -------- ---------------- Lift Station 23 126th Street Station Treatment Plant ------- mix -------------------------- Builder Rvland Homes Phone Number 846-2783 Parcel Acreage ------------------------------ EDU in Gallons 310 Invoice Number Lot Number 144 Address Number ----------- 3467 ------ ---------- - Street Burlingame. Blvd- --- ------------ City City --------- .------------- ---------- Westfield Zip Code 46074 County Hamilton Local Sewer Charge Plan"Review and Inspection -- ---------------- Application Fee $100.00 EDU Fee $1,650.00 Interceptor Fee Fees Due 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 twelve inchesabove the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be,permitted toenter 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 driveway's or sidewalks. The permit holder (property owner; developer or builder) will be responsible for damages to the District's sewer system. Thisincludes'damages to manholes, castings, manhole lids and the like, caused by construction activity on the building site which.is the subject of this permit I 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 Imade or when water is connected,`whichever comes first. The building has: USMH SFPi-735 SFP1-723 DSMH Grease'Trap' No Slab Foundation No Lid Elevation 915.79 it 914.78 it ----------- - ----- - - Gritinterceptor No Crawl Space No First Floor Elevation _ 917.70 ft 917.70 ft Grinder Station No Basement Yes Basement Elevation 908.70 ft - 908.70 It --------- --------- ------ ---------- Calculation is based on both hfaohole'Lid Elevations and the elevation of the First Floor __- 1.91 - _, 2.92 - Per Ordinance 913-99 and the elevations provided, the. substructure shall be plumbed by: Ejector Pump or Gravity I The District reserves the right to, inspect all sump pump.connections to ensure no illegal connections have been made. Manholes shall remain accessible at all times. Buried manholes will be corrected by the. DeveloperlOwner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is By signing below, I attest that I am familiar with the District's sped ications and agree.. to, accept responsibility for all work done under this permit. Builder /'Owner Signature yy?l'?.- ??(y? t[, Phone Number Printed Name ?f- -.4-/L" CL Permit Date 812012007 Revised. 7/26107 Permit is valid for ONE-YEAR from the date issued.,Permit valid only with CTR`AID seal in red ink. 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 306 feet for Hamilton Countyor'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 testis required t6,show if acceptable for re-use. The property owner shAl,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, amadditional 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:-SDR 26 or better (NO fernco's allowed) DUCTILEIRON 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. T. 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 to 12 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 M2 11. 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 SDR21 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 8:60a.m. to 4:30 p.m. Monday through Friday: All District standards.can be located on our web.site at http:/tmiw.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 top. 15. Call before.you dig. IUPPS 1-800-382-5544, 48 hours prior to digging Revised 7/24107 'fie 9rLodda CoapmaH® F%11901 OUs,damm IEdmid pmt bimban ,: indFmspdb„foNeaa 16216-I097- ?917-628cTlOD,. 317426-7206 r¢ This Plot Plan Pled. Fa: R.H. of Indliam Lot # 144 containing 6,600 S.F.f, in Stanford Park Sectialt # 2A INSTR. # 200600014565 PC 4r Side 42 Clay Twp, Hamiton County Sec 29, 718N, RX 3467 BURLINGAME BLVD. (50 R/W) 46074 Prepared Date: 8/14/07 : By. WRW Proposed Buyer(# XIANBU PENG k YUBAI MENG Community Restrictions: Side Yard =3' min. Rear Yard = NIA Aggregate = 6 (S.H.) lendxepe'ltehitwetma .0 •IH GealaO Plot Plan Legend ® Proposed Grades 000.0 Existing Grades s ODO.O? Contour Grade * Approx. Lateral Location - d - Sanitary Sewer Lines -a- Storm Sewer Lines - w - hater Service tiles - - - - Sub-Surface Drain Lines ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) Curb Inlet (Storm) D End Section (Storm) Fire Hydrant Flow Line of scale - - Building Line (BL / BSL) - - - - - - - Easement Line Lot # 144 Vb07.0078619 R.H. of Indiana Finished Floor Elevation Information Pod Grade = 915.5 per plan LATERAL SEPERATION NOTE Pod Grade + 01 = Garage FIFE (916.2) Contractor to maintain a minimum Caraga FFE + 1.5' = Residential FIFE (917.7) distance of ten feet (10'-0') Residential FFE - 9.6 = Basement FFE (908.7) between water and sanitary laterals. Note : The garage finished flea dewlion n 1.3' above the curb at the drive, per plan. Ground Cover Calculations: Drive = 513 SFi Public Walk =194 SFt Private Walk =46 Sri Hydrosexeding =2,364 SFi: Sod =216 SY3 , from Rear of residence. Optional Sod Package Hydroseeding =825 SFt Addl. Sod Pkg.=171 SY3, to Rear easement. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=915.79 Downstream Manhole, TC=914.78 PER REC. DWG. E)IST. 111111723 TC-914.78 PER RECORD DRAWING Note: This drawing is based an canstruction 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 my construction. Any discrepancy found an this drawing should be reported to The Schneider Corporation immediately, falling to do so results in Ins contractors assumption of dl liability. Note: The basement elevation, depicted hereon, has been determined and based on the pod grades one/or; contours taken from the construction plans far this subdivision. Unless stated, no inlormalion about fluctuating water tables, sat conditions, or sol typo has been prodded or stated an sold plans. This lot is located near a body of .eta. Lot or sal conditims may require that the basement soar elevation be held 2 foot atiow normal pod devotion. Site Investigation may be needed if water is encountered during the excavation process or if other known water elevation or soils conditions are present Investgotim and any remedid procedures is at the discretion of the budder to determine and take appropriate steps of action. It my grand water is encountered during excoriation the holder is encouraged to contact The Schneider Caporatim to discuss possible courses of octim. CITY OF CARMEL NOTE In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased in height to thirty-five (35), provided the side and rear yards are increased on additional foot for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) i o TYPICAL SWALE SECTION 00' _ 30_13-- ?14 7_ OLEV=910 - I PER PLAN ROLL plAO -------- ----- -------' APRON 5' WALX 915.2 55. . E705TAM S f'4 1 .79 s >B V Ili a 914.9 PER REc 25 G.8.L • IV PER ? 1 22.5' B.L *26,0 0' D.. .&S .E On 20' D.U.! 8 2 a STANFORD I POR d RAG GARAGE ' 13' PARK ,n 5.5 10.50' 8. N SEC. 1 ° o?o MINT PUMP LtiS ? K06MIlON I 0 ERMAd1SY Assumed North C14 RESIDENCE Scde : 1' - W un m' rn a Y%5' 915.0 ' This drawing is not intended to be represented as a relracement or 43.6' 38.6 1 na A[ sa0 PACKAGE original boundary survey, a route survey, or a Surveyor Location Report r _ 15 D.E. FLOOD HAZARD STATEMENT 55.00' , The accuracy of any flood hazard data shown on this plot plan is subject to map scale d fl th f d 9148 e re erence oo uncertainty and to any other uncertainly in location or elevation an EXISTING LAKE 13 insurance rate map (FIRM). ALL of the within described land DOES NOT UE within Chet ' ' N P = 908 80 , as said land plots by scale on Community Map Panel A special hood hazard area zone i . . . 100 YR = 912 74 ana, III 18057C 0205F of the flood insurance rate map (FIRM) fa Hamilton County, Ind . Dated February 19, 2003. SIGNATURE : DATE SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER Sidewalk to be placed I' from property line, 4' Gam back of curb, Per plan. Note: Builder to ensure positive drainage away from structure(s). Note: Sump pump(s) to be placed by budder as needed. 6FVt `v?ti ?1 0.J - -- FLOOD HAZARD STATEMENT CERTIFICATION