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Home My WebLink About07100046 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP Permit #: 07100045 WATER / SEWER PERMIT / RECEIPT Date: 10/0512007 PARCEL ID #: ZSTP181 LOT & SUBDIVISION: 181 STANFORD PARK ADDRESS OF CONSTRUCTION: 13729 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK M 13831 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 -, SEWERiWATER PERMIT Special Notes/Conditions: LOT 181 STANFORD PARK. WATER CONNECTION PERMIT. ' NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTN1 specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for live 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. UI installations shall be "open trench" inspected and appro ved by the Cannel Sewer Department before anv backfilling is done. Non- compliance may result in digging up the sewer installation andior 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 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 street most he cut- a senarate street au. nermit shall he nhtained- APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: s1-Hard COPY # : 1 <?? ,//. Sec:20 Twp:18 Rng:3 Sub:STP Elk:2P_ Lot:181 PARCEL ID ........: ZSTP181 DATE ISSUED.......: 10/05/2007 RECEIPT 4.........: 26454 REFERENCE ID # ...: 07100045 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13729 SUNNYVALE LN STANFORD PARK WESTFIELD OWNER ............: RYLAND HOMES ADDRESS ..........: 8025 RIVER RD N 4100 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC # XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) B98-0767 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 66.00 0.00 -- - 86.00 --------- 0.00 ---------- TOTAL PERM IT - - ---- 1396.00 ---- 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER --------------- --- ---------- CHECK ------- ------------ 1396.00 13831 TOTAL RECE IPT 1396.00 Regional Waste District mesruenual 00694 SANITARY SEWER PERMIT INDIVIDUAL LOT /'EXISTING BUILDINGS Permit Type ---------- Final ------------------ Subdivision -------- Stanford Park Section Number Lift Station ---------- ------- 23-1-26th-Street Station Treatment Plant ------ mix ------------------------ Builder R land Homes -_Y Phone Number 846-2783 Parcel Acreage ------- -------------------------- EDU in Gallons 310 Invoice Number Lot Number 181. ------------------ Address Number 13729 --------------------------- Street Sunnyvale Ln city Westfield Zip Code 46074 ----------- ----ndtniton Local Sewer Charge -----------------------:--- Plan Review and Inspection Application Fee $100:00 EDU Fee $1,650.00. 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 orstormwater, shall be permitted to enter the District's sahitary 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 folydamages 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. 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 918.10 it ` 918.10 ft - Grinder Station No Basement - ----- Yes Basement Elevation 909.10 It --------- 909.10 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0.54 1.88 , Per Ordinance 9-13-99 and the elevations' provided, the.substructure shall be plumbed by: Ejector Pump (c--U`The District reserves the right to inspect ".all sump pump connections to ensure no illegal connections have been C'- 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. CTRW 1 By signing below, I attest that I am familiar with the District's spa 'fications"and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature Phone Number Printed Name Approv By Permit Date 101512007 etnar, Dimcfw o/AdmroislrationBCusfomer Service Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal inredink. 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 connectoo 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 ?equi?e"d'to show 'ifacceptable forte-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, orcontractor 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 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'Vom 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 Districts engineer prior to installation. 9. Where a transibon'is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical ooupling,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:/twww.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 844.920024 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-1-800-362-5544,48 hours prior to digging. Revised 724107 Sc • err This Plot Plan Prepared For. Lot # 181 , containing 9,100 Stanford Park Section 2A INSTR, 200600014565 PC 4, Slide 42 Clay Tiep, Hamilton County Sec 29, T18N, RY The Schneider Cmporetian fill Otis Armae Historic Fort Harrisdaf Indie..Pat- Iadlene I11$e-1037 317-1126-7100 317-026-72xO FIX R.H. of In, S.F.t, in 1 7 9 Sunnyvale Lane (50'R/W) IN 46074 Prepared Date: 9-27-07 : By SKN Proposed Buyer(s): NICHOLAS AND KELLY ENIS Community Restrictions: Side Yard =3' min. Rea Yard = N/A Aggregate = 6 (B.H.) bilinferiall &-eym8 tnndseape drehitecture 0 -1a Geolop ® Proposed Grades 000.0 Existing Grades ?000l Contour Grade * Approx. Lateral Location e - Sanitary Sewer Lines -ST- 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) J4 Fire Hydrant - • • • - • • • - Flow Line of Swale - Building Line (BL / BSL) - - - - - - - Easement Line R.H. of Indiana Finished Floor Elevation Information Pad Grade = 915.9 per plan Pad Grace + 0.7' = Garage FFE (916.6 ) Garage FFE + 1.5' = Residential FFE (918.1 ) Residertiol FFE - 9.0' = Basement FFE (909.1 ) Note : The garage finished flow elevation is 1.4' above the curb at the dive, per plan. Ground Cover Calculations: Drive = 513 St Public Walk =244 SFt Private Walk =29 SF± Hydroseeding =4,689 SFt Sod =268 SY3 , from Rear of residence. Optional Sad Package Hydroseeding =1,625 SFt Addl. Sod Pkg.= 337 SYt, to Rear easement. Lit Z J LLJ ST. 8 I I I I o I I C ? I Z I N 1WV e?i i. 0 4: I a4E TYPICAL SWALE SECTON ? 91a.z <I a? OI 0 Assumed North Scale : 1• = 30' 0 0 l17 con 71.6' I I i 15' R.D.E. i o 140,00' 913.5 I-1-- FLOOD HAZARD STATEMENT CERTIFICATION G15 7ERt: No. This drawing is not intended to be represented as a retracemew or original boundary survey, a route survey, or o Surveyor Location Report. Flood Hazard Statement: The accuracy cf any nand hazard data shown on this report is sutiact to man scale uncertainty and to any other uncertainty in location or elevation on the referenced flooc insurance rate map. ALL of the within described land OCES NOT LIE within that special flood hazard zone A as said land plots by scale on flooc insurance rate map k 18057 0205F for City of Carmel, Indiana (maps dated February 19, 20031. SIGNATURE : DATE: SIGNATURE REPRESENTS ODNFIRMATI0N OF RECEIPT OF PLOT PLAN BY CUSTOMER. S q ? IV Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=917.56 Downstream Manhole, TC=916.22 per record drawing Note. The contractor is to maintain c minimum distance of ten feet (10') between the smitry sewer and water line laterals. Notes This drawing Is hosed on carletructlon plans or record drateinge, and is not based upon a field survey. The Schnieder Corporation does not warrant the.oca racy or sufficiency of this Information. Contractors should verity eldeting conditions prior to any constrilction. Any dbaeponcy found an this drawing should be reported to The Sc neldar Corporation immediately, toting to do so results in the contracture assumption of 06 mility. Per Carmel zoning ordinance 26.1.1 : The residential district limits height to feenty-fire '.feet (25'), however a dwelling may be increased in height to thirty-five feel (35') pravlded the side and rear yards are increased an additional one foot (1') for each one fool (1) the structure exceeds the first twenty-fix feet (25') in height. Lot # 181 Vb07.0080750 Note: Builder to ensure positive drainage away from stmctargs). Sidewalk to be placed i' ham property I'Ine, 4' from back of curb, per plan. Note: The bodement elewtlm, depicted hereon, has been determined and based an the pod grades nd/a contours taken from the conatruction plus far this subdivision. Unle» stated, no Information about fluctuating water tables, soe conditions, a soil types has ben provided a stated n said plan This lot is located near a body of watt. Lot or soi conditions may require that the bosemnt floor elevation be held 2 fact above nand pod elevation. Site investigation may be needed if water is encountered during the ecowtlon pram or if other known water o ewtin or soils conditions we present Investigation and my remedial procedures b at the discretion of the builder to determine and lake appropriate steps of action. If my ground water is encountered during excavation the builder is encouraged to contact The Schneider Caporotlon to discuss possible courses of action. Sm. i 737- .Sic Note: Tc=97.SF G1 Sump pump(s) to be placed by builder as needed. h IIC4, W N(.7 to, cp 1 4 26 a, r ?A STIR. Fir's- l (F 11Y,? TC=9ibcP2- aj awn-- S0303 STATE OF a "?/?,,,?0,,,111111IIIIItI tt„\\\\ \\\•