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HomeMy WebLinkAbout07110162 Sewer/Water Permit/sCITY OF CARMEL I Item 1 of 1 PERMIT RECEIPT V OPERATOR: vdolan .OP's 4 1 Sec:20 Twp:lE Rnc:3 Sub:STP B1k:2A Lct:175 PARCEL ID ........: ZSTP175 DATE ISSUED ....... : 11/28/2007 RECEIPT #.........: 26882 REFERENCE ID 4 ...: 07110159 SITE ADDRESS .....: 13777 SUNNYVALE LN 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 4 X_v-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE (317) 698-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW EAL ---------- ------------- ---------- ---------- ---- ---------- ----:-- - USFWATCON7N FLAT RATE 1.00 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT ?NUM3ER ----------------- ------------ ------------------ CHECK 1396.00 13976 TOTAL RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP 1 WATER / SEWER PERMIT / RECEIPT k01 ia> '? Permit #: 07110159 Date: 11/28/2007 PARCEL ID #: ZSTP175 LOT & SUBDIVISION: 175 STANFORD PARK ADDRESS OF CONSTRUCTION: 13777 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13976 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 , SEWERlWATER PERMIT Notes)conamons: LOT 175 STANFORD PARK, WATER PERMIT ' NO NOTES The building & Sewer Shall be pvc seiner pipe meeting AS'I :NI specifications 3034 SDR 35 of latest revision: or vitrified day pipe. meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sensor shall be installed in accordance with AST61 23'_'1 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 Water check valves shall be installed in accordance with Citv Code Section 9-122(a). and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. 111 installations shall be "open tr^nch" inspected and apnro ved by the Carmel Sewer Department before any backfilling is done. Non- compliance may result in dieging 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 in-p e ions should he recuested at (317) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless armngement<_ 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 ENGINEERS OFFICE. If any street must. he cut a s-narme street cut nermit shall he obtained. APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 'o Regional Waste District Residential SANITARY SEWER PERMIT 00717 INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final .Subdivision ----.------ Stanford Park -------------------------- Section Number ------- 2A --------------------- Lift Station --------- 23 126th Street,Station ------ Treatment Plant ------- mix ------------------------- Builder ----------------- --------- --- -R ---la-n-d -H--o-m-e-s - Phone Number 846-2783 Parcel Acreage EDU in Gallons ---370 Invoice Number --------------------------------- Lot Number I 175 ------------ ------------------- Address Number 113777 Street ---------------- Sunnyvale Ln ------------------- 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 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 The building has: USMH SFP=737 SFP-738 DSMH Grease Trap No Slab Foundation No Lid Elevation 918.90 it 917.56 ft ------- - --- ------ Grit Interceptor. No Crawl Space No First Floor Elevation 916.90 it 918.9011 ---- Grinder Station No Basement Yes Basement Elevation 909.90 ft 909.90 it Calculation is based on both Manhole Lid Elevations and the elevation,of the First Floor 0.00 1.34 9-13-99 and the elevations provided, the substructure shall beplumbed by: Ejector Pump Only District reserves the right to inspect all sump pump connections to ensure no illegal connections have been 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.. By signing below, 4altesl that I am fa iliar with the Distri?l's specifications and agree to accept responsibility for all work done under this permit. Builder / Owner Signature G rA / ll?l Phone Number Printed'Name Approved By ?6"' 7(Jz=- c€r.rta7a) . Permit Date 1112812007 Revised 7126107 Permit is valid fo?ONk-YEAR from the date.issued. Permit valid only with CTRWD.seal in red ink: SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer systen.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,septictank may only be used if it is located under abuilding 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): YelomineSRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM 0212 GASKETS:.ASTM F477 FITTINGS: SDR 26 or better (NO femco's allowed) DUCTILE IRON -MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NOWORE 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 nll3 l sdd- 8901 ow Avenue Historic Fort ?. 317-88E-7100 IX Schreic6r 317-828-7200 P Rot Plan ProWed for R.H. of INDIANA Lot 1 175, containing 9,100 S.F.t, In Stanford Park - Sr- 2A Instrinent #200600014565 P.G #4, Slide ¢42 Clay Tape HamBton County Sec 30, T16N, RX 13777 SUNNYVALE LANE (50e R/W) Carmel, IN 46074 Prepared Date: 11/21/07 : By. KRW/SKN Proposed Buyer(# Kenerhukwu & Nkechinydu Nvafo Community Festridions: Side Yard =N/A Pear Yom = 20' Aggregate = 10' (B.H.) Zoning = SI R.H. of Indiana Finished Floor Elevation Inforrnotion Pad Grade = 916.7 per plan Pad Grade + 0.7' = Garage FE (917.4 ) Garage FFE + 1.5 = Residential FIE (918.9) Residential FFE - 9.0' = Basement FFE (909.9) Corpearetlaa bewtos Bt -*i Hertlean IaoAanape AreN4sltae Indiana 1636-1087 GIs • In Gea1ou Plot Plan Legend ® Proposed Grades 000.0 Existing Grades ?000.0? Contour Grade * Approx. Lateral Location - t - Sanitary Sewer Lines ?of? Storm Sewer Lines w Water Service Lines - - - - Sub-Surface Drain Lines 0 Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) Fire Hydrant - • • • - • - _ - Flow Line of swole Nate Sanitary Sewer Top of Costing Information Upstream Manhole, TC=918.90 Oownslrernm Manhole, TC=917.56 per record droning Street aozess ramps to be installed in accordance vlith municipality requirements. Ground Cover Calculations: Drive =513 SFi Public Walk =244 SFf Sidewalk to be placed Private Walk =53 SF= 1' from property line, Hydreseeding =3,840 SF= 4' ram back of curb Sad =326 SYt , from per plan. Rear of residence. Optional Sod Package H\croseeding =1,625 SFf Addl. Sod P1 g.=246 SYf, to optional Sad line Note: The garage finish floor elemtiorn is 1,6' above the curb of the drive per plan. ned? uABUTY No- This ero.ng is bond as Canstri:tim wins a reassa dmrings, and Is not bases uaan c tied surrey: the ScMe<r Cer„orotim does Pat rdrmt are ocoaracy a sufririe,:y at ti,is nWmat'wn. Cattalos anaa osr, y e,istiq conditions ado, to any emety-l'mn. My dmi-woncy fans m this '?arbg sho.:ld be bnmaiatel reported to i're Schneide Carpaotion. Foing to do so war result n tae ca,4cctoes psumpllm of all IictlLly. BA4VFNT NOTE The beser elesalion, aepicted he., has teen detwhmosd'and cased an the pad grades cnc/a contours token karr. me :nrstNeien plans It, this subdinda h. Udess stated, an nfamstlon aeaut funuating cote abks, sae conditions, a sd tyro no temlprnAded or staled an aid plans. The lot is located near a body of rote. '.a: or sal co-,dilims may require that the bodement foor d.t. be net tro feel (:'-0') above narmd pad dew:ia. Site inerigdtian may be needed if at. is eraante-ed during the erwwtio, axew a if other loom oats, elswtoon or ids conditions are present Imestigotim and any renedal procedures are at tie cisorelion of the bolder to determme and take Dacrapriole steps of ration. If any ground rater is eocounred ding the ertowtim the bider Is ...raged to asnta.t Tae Srhneilrr CorpaaGm to disuse, pme1W. courses of actmn. SUVP ?UVP f - Note: Budder to enwre IA,tAL EPMATON NOTE camp pump(s) le be positi,e 1k.er any Cm4acta to ran;oin a placed by Guider as earn. st'aboefsl miimum Im.n. of te. feet naded (la-O'j.Detrx, rater and CITY OF CARUEL NOTE amitay ate•als. In the residential districts limiting height to twenty-five (25) feel, a dwelling may be increased in height to thirty-five (35), prodded the side and rear yards are increased an additional foot for each foot such structure exceeds twenty-five (25) in height. (Per Camel Zoning Ordinance 26.1.1) a Lot # 175 VB07.0083305 91oG9e5?16?0 v ? L?J I 31 0' m 1 16.C' . ,n B-0 36o, 19.04' -81 ' " ' ? r? I 33.33 200 0 a? aa {p5? KS j ', I I < Rat L.I..I ' Z H Koo m J I d 200" I a LLJ && H yF a J 1 17.Sfi I N +2.38' Q s R? DWG 1' 5 . Z 1113 g 6.2 (916'7 140 00' . N N C0 sC+Urt9S : DAIS "ATM ROWS i9 00AIFlR4ATION OF RECEIPT OF PLOT N,W BY fal6TOUER 15'R.DE. 59.6' I 916.2 I w I? I^ e:l apE je -" \ TtwcAL swALE seenw O O aD W J O I 0 10 20 30 , SCALE 1e = 30' r- n m ? D D O C ? Rr f? °o v cNn m m P. f- rTi No, S0303 This drawing is not intended to be represented as a ` STATE CF retracement or original boundary survey, a route survey, a, q0,., cIA,.,,. or o Suveryor Location Report. U, I cetity that '-he plan sho.n heron race P,epaed for the cenefit of the porno ndatto he. aW M the µrdnd at obtanng a :es;dw,6d emsM:ctiar. yylgliRI 111111111` permit eri'x It is my ark;oh toot if Its proposed finished grades are caexucted as sham, :he surface orange an the s;cjecl Ir, 0 be satisfactory for 111 dbendil cons"CUon. this San vas earapied based m dxummh prepared by others and The Stlmede Caporaim onumes na Omgity I. the .. Vrda , camyetaness or acceptance of :hose daammts this dmriac i, not otented to be represmled as o retrccenvot a origins b.don, a,M,, e route su,ey, ??) I or a svveyor foca4m report ` ROOD HAZAR) ST4-UFNi: L-e accuracy of any food hamrd dale d,mm an this plc: ohm is .:tj•ct to map sale uneertoi ly and to any cane uncertainty a location or dewy m .he reWenced Ame ivurmce rate map (FIl ALL of the rithn dammed hand DOES NOT DE ithim that mead good head area ame 'AE as said land Dlo', by exl• m Cassrsnity Map Fand (16C57C OZOSF of are and irarcoce :ate mop (REW) fa q,W tm Canty, Inciona, Doted February 19. M3.