The URL can be used to link to this page

Home My WebLink About08010098 Sewer/Water Permit/sResidential 0077 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number Parcel Acreage EDU in Gallons Invoice Number 136 13746 Sunnyvale Ln Westfield 46074 Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 EDU Fee $1,650.00 310 Interceptor Fee Fees Due $1,750.00 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 stone to twelve 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH SFP-738 SFP-739 DSMH Grease Trap No Slab Foundation No Lid Elevation 917.56 ft 916.22 ft Grit Interceptor No Crawl Space No First Floor Elevation 918.50 ft 918.50 ft Grinder Station No Basement Yes Basement Elevation 909.50 ft 909.50 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0,94: 2.28 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump 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 Developer/Owner. Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is now permitted. r0 y ?O CTRKID By signing below. I attest that I am familiar with the Builder / Owner Signature Printed Name ifications and agree to accept responsibility for all work done under this permit. Phone Number C Z_?' Permit Date 1/2312008 Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SANITARY SEWER PERMIT INDIVIDUAL LOT / EXI STING BUILDINGS Final Lot Number Stanford Park Address Number 2A Address 2 23 126th Street Station Street mix City Ryland Homes Zip Code 846-2783 County 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 $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) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR 11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS 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 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 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://www.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 10/09107 ScMeider ?? XL16 ?96Z_ ?, The ScLneldVer Cotpaatiou bomaiy o 0 d? 8901 Otis Avenue StzneJine .4 ?+ 'llistddc Fort Harrison landecepe Airddtecdsre'I' A d1 'lndlampok lndlena 48218-IM7 GL4 •I14 2 ?j 917-828-7100 aeolop ?? ? 317-828-7200 Fell( & ?P Plot Plan Prepared for R.H. of INDIANA Lot 1 136, containing 6,656 S.F.t, in Stanford Park - Sec, 2A Instrument #200600014565 P.C. /4, We /42 q? nay Twp, ?lamttan county Sec 30, TI 8N, RX 13746 Sunnyvale Lane (50' R/W) IN 46074 Prepared Oate: 1-17-08 : By: SKN Proposed Buyiiii Am* and Amino Syed Comn7un1y Restrictions: Side Ycrd = 3' MIN. Rear Yard = 20' Aggregate = 6' (8.H) 7aning = R2-RESIDENCE-ROSO R.H. of Indiana Finished Floor Elevation Information Pod Grade = 936.3 per plan Pad Grade + 0.7' = Garage FFE (917.0 ) Garage FFE + 1.5' = Residential FFE (918.5) Residential FFE - 9.0' - Basement FFE (909.5) Ground Cover Calculations: Drive =513 SF= Public Walk =199 SFt Private Walk =50 SFt Hydroseeting =2,593 SFt Sod =227 SYt , from Rear of residence. Optional Sod Package Hydroseeding =826 SFt Addl. Soc Pkg.=196 SYt, Recr easement. Note: The garage finish floor elevation is 2.7' above the curb at the drive per plan. M.F.P.C.=914.8 r") v o w n o O1 Cr) It Z 11 p? V) S 5Z Z W ip Plot Pl an Legend , > ® Proposed Grades 4 61 000.0 Existing Grades --000.0-1 Contour Grade * Approx. Lateral Location 3- R Sanitary Sewer Lines Storm Sewer Lines v Water Service Lines - - - - Sub-Surface Drain Lines • Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) All. Fire Hydrant Flow Line of swale Note: Sanl-tory Serer Top of Costing Information Upstream Manhole, -C= 917.56 Downstream Mannole, TC= 916.22 per record drawing Lot # 136 VB08.0084902 Street access ramps tD be installed in accordance with municipality requirements. Sidewalk to be placed 1' from property line, 4' from back of curb to per plan. I L10 20 30 SCALE 1' = 30' LOT 137 NO E%ISTING RESIDENCE 55.00 =1 1 79.36' { 120.00 75. ' 7.81 j J 916.3 m 1 47.6 m I 91 6.3 '° rNV DO `Z B-B Q 91 y b 01 N ? L t i >o LuJ • in N U-i II') I ?j . h t Lr. ?? ?? p Q I ? t h . ? Q ? 8C 9? I I LiJ -) w in $ , 0, 0 i I Q 7S 7.9'. 914.8 120.00 916.3 916.0 II I I Z LOT 135 I ! z l y) c I NU EXRjMIN.i IINUtNf t V? Sen SIR/739 TCr9I&Z2 00 PER RCD DWG. 1 L. SIGNATURE t DATE: SIGNATURE REPfl MIS COWIRMATION OF RECEIPT OF PLOT PUN BY CUSTOMER. I cwVy that the p or shown hereon was prepared for the benert of the parties ndicted hereon and for the purpose of obtairng o residential construction permit only. It -s my opinion Oct if the proposed finished groats are cont.ructed as shown, the amfoce drainage on the subject lot will oe eatisfactary for residential construction. This pion was compiled based on documents prepared by others and The Scnsidr Corporation assumes no liability for ft accuracy, completeness or occeptance of those documents. This drawing is not intended to be represented as c rehocement or original boundary survey, a route survey, or a is"yor location report. FLOOD HAZARD STATDMENT- -he accuracy of any flood hazard data shown on this plot pion Is subject to map scale uncertainty and to any other uncertainty in location or devotion an the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LE within that special flood hazard area zone 'AE?, as said land plots by scale on Community Map Rand /18057C 0205F of the flood ihsuronce rate map (nRM) for Hamilton County, Indiana, Octed Febuory 19, 2003. UA6WY NOTE This droving is based oncanetrudian plops orrecord drawings, and is not based upon a field survey. The Schneider Carparatbn hloes not warrant the accuracy our sufficiency of this information. Contractors should verify existing conditions prior to any construction: Any discrepancy found on this drawing should be immediately reported to 'he Schneider Corporation Falling to do so will result in the contractor's assumption of all liability. BASEMENT N07 The basement elevation, depicted hereon, has been determined one based or the pad grades and/or contours token from the construction plains for this suD6rsion. Unless stated, no information about fluctuating water tables, sal conditions, or sod types has been provided or stated or sc4 plans. this lot is located now a body of water. Lot or soil conditions rnay require that the basemen; floor elevation be held two feet (2'4') above normal pod elevation. Site investigation may be needed if water is encountered during the excavation proanss or N other krhowr voter elevators or soils condtions are prowl. Inves;Nctlor and any remedial procedures are at the dlseretion of the buider to determine and take appropriate steps of action. IF cry ground eater is encountered during the ncevotion the builder is encouraged to contact The Schneider Corporation to discuss possible: courses of action SUMP PUMP NOTE Note. Budder to ensure LATERAL SEPERAION NOTE Sump pump(s) to be pos live drainage away Controctor to manWn a plo by builder cs ham structure(s). minimum distance of ter feet needed (16-01 between water and CITY OF CARMEL NOTE saNtory laterals. 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 yords are increased an additional foot for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.9 _ I OPE TYPICAL SWALE SECTION s? STR/738 Tr,9t7-% PER RCa DWG. No. S0303 STATE OF ?I? CITY OF CARMEL Item 1 of 1 PERMIT RECEIPTI OPERATOR: vdolar_ COPY 4 : 1 Sec:20 Twp:18 Rng:3 Sub:STP B1k:2A Lot:136 PARCEL ID ........: ZSTP136 DATE ISSUED.......: 01/23/2008 RECEIPT #.........: 27252 REFERENCE ID # ...: 08010097 SITE ADDRESS 13746 SUNNYVALE LN SUBDIVISION STANFORD PARK CITY WESTFIELD IMPACT AREA ...... OWNER ............ RYLAND HOLES ADDRESS .......... : 9025 N RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC # XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS 31143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- ------------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1.00 1396.00 0.00 1396.00 ---------- ---------- ---------- TOTAL PERMIT : 1396.00 0.00 1396.00 METHOD OF PAYMENT ----------------- CHECK{ TOTAL RECEIPT AMOUNT ------------ 1396.00 ----^1396.00 NUMBER ------------------ 14199 NEW BAL 0.00 0.00 A 1 °""°W CITY OF CARMEL / CLAY` TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 08010097 Date: 01/23/2008 PARCEL ID #: ZSTP136 LOT & SUBDIVISION: 136 STANFORD PARK ADDRESS OF CONSTRUCTION: 13746 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 14199 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax M Email: Street Address: 31143 ROSEWAY OR INDIANAPOLIS. IN 46226 Bond Expiration: fhe building b;. Sewer Shall be pvc sewer pipe meeting AST',v1 specifications 3034 SDR 35 of latest revision; or vitrified clay pipe. meeting ASTN1 specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The ,ewer shall be installed in accordance with AS rA7 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall bi in strict compliance with pertinent Cny of Carmel ordinances. Back V+later check valves shall be installed in accordance xith City Code Section 9-122(a), and sections P3008.1 and _2 orthe lntemational Residential Code. All building setiaers shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfillink> 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 tauter or storm water shall be permitted to enter the public sewer. Sewer inspections should be reuuesled at 13171571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sundae or holidays unless arrangements are 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 strc mutt he cut. n _aenarrie tilreet cin nermil shall he ahtnined_ APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 PERMIT TYPE: LISEWRWATR . SEWER/WATER PERMIT