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Home My WebLink About07080139 Sewer/Water PermitCITY OF CARMEL 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 (' Sec: Twp: Rng: Sub:ECW Blk: Lot:14 PARCEL ID ........: ZECW014 DATE ISSUED.......: 08/15/2007 RECEIPT #•••••.••.: 26017 REFERENCE ID # ...: 07080138 SITE ADDRESS .....: 13135 SHERBERN DR W SUBDIVISION ......: ESTATES OF CLAY WEST, THE CITY .............: CARMEL IMPACT AREA ...... OWNER ............: DOUG BUSSELL BUILDER, INC ADDRESS ..........: 3825 STEEPLECHASE DR. CITY/STATE/ZIP ...: CARRMEL, IN 46032 RECEIVED FROM ....: DOUG BUSSELL BUILDER CONTRACTOR .......: LIC # XPETSON COMPANY ..........: PETTIJOHN & SONS ADDRESS ..........: 15111 OAK RD. CITY'/STATE/ZIP ...: CARMEL, IN 45033 TELEPHONE ........: (317) 844-7964 ID UNIT QUANTITY AMOUNT PD-TC-DT ------- THIS REC ---------- NEW BAL ---------- - --------- ---------- 'CON- FLAT RATE 1.00 ---------- --- 1310.00 0.00 1310.00 O.Oc '.TAP FLAT RATE 1.00 56.00 0.00 ---- 86.00 ---------- 0.00 ---------- PERMIT ---------- ------ 1396.00 0.00 1396.00 C.00 OF PAYMENT AMOUNT 'NUMBER ----------- ------------ ------------------ 1396.00 9727 RECEIPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT -EL ID #: ZECW014 & SUBDIVISION: 14 ESTATES OF CLAY WEST, THE RESS OF CONSTRUCTION: 13135 SHERBERN DR W CARMEL, IN 46032 KENT RECEIVED FROM: a: DOUG BUSSELL BUILDER CHECK #: 9727 NVATOR INFORMATION: PETTIJOHN & SONS (317) 644-7964 Fax #: Email: 4 Address: 15111 OAK RD. CARMEL, IN 46033 1 Expiration: AIT TYPE: USEWRWATR ; SEWERIWATER PERMIT ial Notes/Conditions: 14 THE ESTATES OF WESTCLAY, WATER PERMIT )NOTES' Permit #: 07080138 Date: 08/15/2007 building & Sewer Shall be pvc sewer pipe meetaq, ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting M specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer be installed in accordance with .AS1111 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be net compliance with pertinent City of Carmel ordinances. Back Water check calves shall he installed in accordance with City Code Section 2(a). and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. nstallations shall be "aoen trench" inspected and approved by the Carmel Sewer Department before any backf )line is done. Non- aliance may result in digging up the sewer installation and/or denial of future sewer permits andior denial of water connections. boting or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. :r inspections should be requested at (317) 571-2618 one to four hours in advance. nspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All tbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street he cut. a senarate street cut ne.rino. hall he nhrnincd. .ICANT NAME: DOUG BUSSELLL RENT RECEIVED BY: 36.00 Regional Waste District esidential SANITARY SEWER PERMIT l!_1fi INDIVIDUAL LOT I EXISTING BUILDINGS >rmit Type Final rbdivision Estates of-Clay West action Number ---- -------------- --------------- ft Station 19 Villae of West Clay- Station eatment Plant ---- mix --------------------- --- --- tilder 9 ` Dou Bussell tone Number 317-714-6670 ircel Acreage ------------ ------------------ - )U in Gallons 310 ---------------------- voice Number Lot Number 14 Address, Number --- --- 13135 - -------- ---------- St, reet ---------------- Sherbern Dr W -------- city Carmel Zip Code. --------------- 46032 --------------------- County --------------- Hamilton -------------- Local Sewer Charge Plan Review and Inspection Application Fee $1001.00 EDU Fee $1,650,00 --------------------------- ,Interceptor Fee Fees.Due .EASE NOTE: Installation of building sewer shall be'per the specifications of the'Clay Township Regional Waste strict (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during Den trench" phase and before backfilling with stone to twelve inches above,the pipe. NO footing or foundation sins, or other sources,of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The strict will assume no liability for drains which 4e below the grade level of the nearest downstream manhole nor for erals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or.builder) Il be responsible for damages to the District's sewer system. This includes damages to manholes, castings, 36hole lids and the like, caused by construction activity on the building site which is the subject of this permit. spections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200 hours in advance. All new construction will be placed on.billing six months after connection has been made or lien water is connected, whichever comes first. le building has: USMH ECW-515 ECW-514 DSMH •ease Trap No Slab Foundation No Lid Elevation 887_99 ft 891.06 ft fit Interceptor No Crawl Space ----- No First Floor Elevation 891.50 ft ----- ----- - 891.50 ft --------- •inder Station No Basement Yes BasemeiitElevation 881.50 ft ---------- - 881.50 ft ---- Calculation is based on both Manhole Lid Elevations and the elevation or the First Floor 1---- 35111 Q4Q, it Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump or Gravity 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. c? ;y 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. luilderlOwnerSignature Phone Number (-O'I/4-0676 Printed Name M , I vi P Vl Permit Date 8/1412007 Candy J. Felmer, Dvector orAdministrafion & Customer service rised 7126107 Permit is valid for ONE-YEAR fromthe 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 providii sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building 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 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 ma inspection to determine compliance with,the District's, sewer use ordinance. Such. notification shall-be made 24 hi prior to the need for the inspection. If the inspection fails and, a second inspection is required, or contractor is not site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be f 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 private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection'to a pub sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone it safe and sanitary manner.." Please contact the appropriate County Board of Health for further information and to 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,materia be placed from 6 inches below to 12 inches above the pipe. The trench should.be a minimum of 18 inches wide.i 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 me SDP 21 and ASTM,D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by 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 glues 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 durii business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our wet; at http:// www.6trwd.org1. 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 lat The District inspector will verify placeinent 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 °° vvvv •'-?t?agroupllc.com 00,0 PROPOSED GRADE PER PLAN GROUND WATER FLOW sNh SANITARY SEWER LINE STORM SEWER UNE WATER UNE ___-- EASEMENT LINE 8UILDWG SETBACK LINE Property Description: Lot Number 14 in The Estates of Clay West, an Addition in Hamilton County Indiana, as per plat thereof recorded as Instrument Number 200100061588 found in the Office of the Recorder of Hamilton County, Indiana. 7-7 PLOT PLAN Scale: 1 =.30• Date: July 18, 2007 Drawn by. DJR 3repared For: 1ou Busseli Builder, Inc. 13135 West Sherbern Drive 'FR PLAN ?mz z? to g?alN S? LOT# 14 43, 566.9 S. F. NOTE: i SUMP TO BE PLACED BY II BUILDER AS NEEDED. MINMUM SETBACKS IM IN R YA 7 5 Feat Y R = 40 e A = Fe NDTE: BUILDER TO ENSURE POSI TIC FLOW AWAY FROM STRUCTURE. 1 *ti?9?CRAVGrR/ ,m; NO. •i?? S20200083 STATE OF ???if•4••'•:!ND.ANa ?? /e",;; rSUR 00 W O N a I K /? IJ 14 ? a ?F r Qom. I O? f I ? Oi 0 LLJ 1 O ??a 1_ 1 Ll = Q a Cn ~I b Z 1 ? b A Ll? u? I / I I I f I t. I I 899.1 I O I O I - r- -Fm I ? I I I r I w b I e ? ? I r1i `? n re5 ^, Ili I I 15' O.E. y " , x 51L f FF J °'A ?N ENTIRE YARD EXTENTS IV RE -? PERMIHITATLY SEEFO Ok SODGEO AFTER FINAL GHADF HA5 BEER ESTAOL15HED l SAN S°N - - I i r ? f .? yq\ 21.41' u.a7• I drl I 89 A j \ I I? I I 11I I I I I ° SILT rENC' ? x 40' B.SL. ? I I I 20' a d9 ?p ?• GARAGE FFE-599.5 Fn`a \ OPNC llRIbE STORM STD. TC-US6.00 PER PLAN 9 I u x g STGRM 5 Aerf,O IS' V.E, ? TC-88 "N I1rER PLAN ____ j I 1 ?? ANYI TOKRILNG I IIII I I y AREAS TO RF ? II I rRl OTECTED 11 I u4 g T FEN I. 51 IT?rENC Nf.? I SF I ll I I 1 a 4.8T -OLLEO WALKOUT' I } IN i n F w I ? o:J V j I 3 I M O a u I - cyi CC) I f1 I I PROPOSED FIRM h MSY RESI- FEEpE88NGE'5 HSMT I FFE=881.5 I I I II ? 20' 11 h n r PROTECTION 90.30' COMMON AREA 1 A' MVLP-N5L PAIR WALK d J I 98' , I u..c. i a 1 i SHOULDER 1.31 CT CTDCrT