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Home My WebLink About07110116 Sewer/Water Permit/sCITY OF CARMEL Item 5 of 6 PERMIT RECEIPT OPERATOR: plux COPY f : 1 Sec: Twp: Rng: Sub: Elk: Lot: PARCEL ID ........: 1709360303051000 DATE ISSUED.......: 11/21/2007 RECEIPT #.........: 26341 REFERENCE ID # ...: 07110100 SITE ADDRESS .....: 11746 YALE DR SUBDIVISION ....... CITY .............: CARMEL IMPACT AREA ......: OWNER ............ : PULTE HOMES ADDRESS .......... : 11590 N MERIDIAN ST CITY/STATE/ZIP ... : CARMEL, IN 46032 RECEIVED FROM .... : PULTE HOMES CONTRACTOR ....... : LIC #'r 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 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 „"; , CITY OF CARMEL / CLAY TOI?>I?TSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1709360303051000 LOT & SUBDIVISION: ADDRESS OF CONSTRUCTION: 11746 YALE DR CARMEL, IN PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050515522 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 Special NoteslConditions: Permit #: 07110100 Date: 11/21/2007 LOT 1005 TOWNHOMES AT GUILFORD, WATER CONNECTION PERMIT ' NO NOTES ' The building & Sewer Shall be pve sewer pipe meeting ASTM 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 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 B' diameter. All installation- shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation and,'or denial of future sewer permits andior denial of water connections. No tontine or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspecti n- 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 must he cur- a senarare. street cut nermit shall he obtained_ APPLICANT NAME: JOANNE SHEPHERD PAYMENT RECEIVED BY: FEES: r $1,396.00 , :ad a Regional Waste District Residential 00697 SANITARY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision Townhomes_ at Guilford Section Number ------ ------------ - ------------ Lift Station --- ------ 01 Carmel Creek Station -------------------------- Treatment Plant -_---- Carmel W WTP --------------------------- Builder Pulte Phone Number - 3175752350 Parcel Acreage -------------------------------- EDU in Gallons 310 Invoice Number Lot Number 1002 Address Number 11734 Street ----------------------- Yale Dr -------------- City Carmel Zip Code 46032 County Hamilton 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 or stormwater, shall be permitted to enter the District's sanitary sewer system. The District wiWassume 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 THG-407 THG-406 DSMH Grease Trap No Slab-Foundation Yes Lid Elevation 847-73 ft 847.17 ft Grit Interceptor No Crawl Space No First Floor Elevation 848_87 ft 848.87 ft Grinder Station No Basement No Basement Elevation _ _ _ - ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.14. 1.70 Per Ordinance 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. Manholes shall remain accessible at all times. Buried manholes will be corrected by theDeveloper/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now n C 1 1 rVV D By signing below, I attest that I am familiar with the District's specifications and agree to accept. responsibility for all work done under this permit'. / Builder/ Owner Signals VY Y i I L? r l Phone Number 575 ?35U X c? Printed Nam- 44'' III`31E ?? S r[t ??t7?? ApprpGed t3y Permit Date 11/2012007 Candv J. Fea orAdminisrrarion 8 Customer Service Revised 7126i07 Permit invalid for ONE-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 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 testis 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 departmentof 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 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 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 8stone, 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 800a.m..to 4:30 p:m. Monday through. Friday: All District standards can be located on our web site at http://www.ctrwa.org/. Clay Township Regional Waste District `107017College 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 verity 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 10109107 Note. The 5ciaeleer Carpel nµ,eeey =1 aae A,oce Sal This drawing is basec or. constriction plus or record drawinss, fail Pot a.nboo Lel ArcC4 - ark is not basec coon a field surrey. The Schl Corporation ndlsaerdu. maMV 4rae- !oaz as -M does not warms :he accuracy or sulGeieney of this information. 3I7-BaL-'rto0 Leo Cantraetors shmld vxify, eexisting incisions pior to my 9t9-eu-7Em IAl S h crostruclien. ky di=epancy frond an this dramg shack be reer ' c reported to Tne Sdmeide: Copaction enmed;oWy, INiq to do This Rot Film Prepared For. Palle Homes so resrlts h the controctors assumption of ah lio ly. Tomhornes at Guiford Instrument # 200500080749 Plat Plan LecmC BLOCK 10 SEC 36, T18N, RX i I Proposed Grades Hamilton County, Clay Twp. 000,0 Edsthg Grade: City of Carmd City _o00a0 Cmtaa Grade A l'L L t tm Block 10 # - 8 - pprox. a era occ n Sa lay Serer Lines Prepared Date: 06-25-2007: 9y AMA -a- Storm Sewer tines ' I N dor Serecs Lines - - - - Sub-Surface Dion Lines O Manhole (Sailary or Star.) ?ante Hanes 0 Boemw Inlet (Storm) = Finished Floor Elevdion Information ® Curb Inlel (Stour,) PAD=84737 D I) End Section (Starr) 87 FFE=848 All. Fire Hydrant Assumed North . - ... -... -Flaw Line of swde Sods : I. = 30' Ecddhg Line (BL / ESL) Halt Sani[ay Sewx - - - - Easement Line iq of Casting Infcnnotom Upstream Mal TC=347.73 Coenstreo. Manhole, TC=317.17 IS 4 e °y 3 par remro d-awvns c J 3 a b IS ler wu•: ' 814.3 818.7 I GURFLRO COMMONS DRIVE ms PRIVATE /? LJ - LJ ? ? o J rr I I / , t / g 5 5yy 2 p53 ? pl 04 C3 11.mn `` 444444 ? 1 ( N _ ya P IOD6 wAU lzsr I " /?/ m n 4a- 6617 4a- !4 G I I . QQ 'r ? 19.a ? ' r } 1005 .rAlx < '?m 17' ` 68 S x . C m r ° Fla I o a rr ir, ?- 17sr P 1004 xwc ??? ? 8? Jb tl? rn II , nos ?e? ?? e ? I j , . / 1003 1.9' '? n '? a€?r PgpD1 C Itn NOTE: IN TdE RESIDENTIAL DISTRICTS LIMITING HEIGHT . TN TO TWENTY-FIVE (25) FEET, A OWLLLING MAY 'r CDSa. BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED TriE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FI:'•= Note the ecalml Is to malot6a o (25) FEET IN F.EIGHT. PER CARMEL ZONING Wmal d-.st. of M feet (W') ORDINANCE 26 1 1 5eteem the sanilay weer ad wetx . . . Inc del Ibis Cmwino is non intended to be re,:esenced es a re:rccaraent a• cdoind howl sal c rests savvy, or o Sun•e}vr Lcceiion Report I 40 91 ml III' L ion/1k I „`7 e J 8 LOT p - ADDRESS 5 / 1001 - 11730 Yale Drive Iry t - Vb07 ' 0075913 7002 - 11734 34 Yale Yole Drive K• r Vty07.0075914 `I ES I 1 1003 - 11738 Yale Drive ) 4°a ?b07.0075515 1004 - 11742 Yale Drive jib/L_61_ M07.00759I6 \I -LE V ,-f ` 1005 - 11746 Yale Drive ,A, II G S j Vb07.0075 E0 le 1006 - 11750 Yale Drive L Ty < VbOTOU75918 Y i 3 a:T SCDFE -I A•5 SLOPE TYPICAL SWALE SECTION sm/ 0z TC-be773 pct REC aA'G. FLOOD HAZARD STATEMENT CERTIFICATION fi+ r_OCO HAZARD SIs,TD T: The accuracy of any flood hozad data shorn m this repot is wbycl to map scale ucxlcd.ly and to any other :oaxirrty in location of dsmlion m the refaencM flood inaitl rate map (FIRM). ALL of the wicth described land DOES NOT LIE wehin neon special &ad hezood sane A as said Imd plots by scale on flood insurance rate nab / 18057CO209F for Handlon County, Indiana (map etfe:tive dale Feb.., 19. 2003).