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Home My WebLink About07090149 Sewer/Water Permit/sCITY OF CARMEL/ CLAY TOWNSHIP WATER / SEWER PERMIT /RECEIPT -rXC•gN?.PARCEL ID #: 1713120119010000 LOT & SUBDIVISION: 3213-13 LITTLE FARMS ADDRESS OF CONSTRUCTION: 1229 TURNER CT INDIANAPOLIS. IN 46280 PAYMENT RECEIVED FROM: Name: SENTRY HOMES, INC. CHECK M 043129 EXCAVATOR INFORMATION: Name: SENIOUR CONSTRUCTION Ph. #: (317) 862-6889 Fax Email: Street Address: 6024 E ROCKLANE RD GREENWOOD, IN 46143 Bond Expiration: PERMIT TYPE: USEWRWATR Special Notes/Conditions: SEWER,(WATER PERMIT Permit #: 07090158 Date: 1010112007 LOT 32S-gLITTLE FARMS. TOWNHOME IN 2 TOWNHOME BLDG. WATER CONNECTION PERMIT, ADDRESS UPDATED PER BILL AKERS AT COMMUNICATIONS ON 9128107. ' NO NOTES ' 'f he building & Sewer Shal l be pvc sewer pipe meeting AS NO specifications 3034 SDR 35 of latest revision; or vihified clay pipe. meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in wriung. 'I he sewer. shall he instilled in accordance with ASPM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Ind ittna. All installations shall he in strict compliance with pertinent Ciiy of Carmel ordinances. Back water cheek valves shall be installed in accordance wilh City Code Section 4-122(a), and sections P3008.1 and ? of the International Residential Code. All building scorers shall be 6' diameter. All installations shall be "open trench" inspected and atopraved by the Carmel Sewer Department before arty backftllinE is done- Non- compliance may result in diggine up the sewer insmllafion andlor denial of"funite sewer pennits and/or denial of water connections. No looting or foundation drains ttr other sources of ground water or storm water :shalt be permitted to enter the public sewer Sewer inspections should be requested at (317} 571-2648 one to four hours in advance. No Anspecdons or installations will be pleads an Saturday or Sunday or holidays unless arrangements are made at least 24 hours um advance- All plumbers or contra tors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENCANEF.R`S OFFICE. If anv street nntst he cur_ a senarate ?lreer ern ?Pmtir shall he ohtained_ APPLICANT NAME: JENNIFER JENJIS PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item 1 or I PERMIT RECEIPT OPERATOR: slil COPY # : 1 Secf12 Twp:17 Rng:3 Sub:096 Elk: Lot:32B-B PARCEL 1D........: 1713120119010000 DATE ISSUED.......: 10/01/2007 RECEIPT #.........: 26395 REFERENCE ID # ...: 07090158 SITE ADDRESS 1229 TURNER CT SUBDIVISION LITTLE FARMS CITY ............. INDIANAPOLIS IMPACT AREA ...... OWNER ......... ...: SENTRY HOMES INC. ADDRESS ....... ...: , 901 ASHTON PARKE DR. CITY/STATE/ZIP ...: CREENWOOD, IN 46143 RECEIVED FROM . .... SENTRY HOMES, INC. CONTRACTOR LIC # XSENCON COMPANY ....... ...: SENIOUR CONSTRUCTION ADDRESS ....... ...: 6024 E ROCKLANE RD CITY/STATE/ZIP ...: GREENWOOD, IN 46143 TELEPHONE ..... ...: (317) B62-6889 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEWT DAL ---------- - -- USFWATCONN FLAT RATE ----- 1.00 ---------- ----- 1310.00 0.0c 1310.00 - 0.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 -- 10.00 ---------- TOTAL PERMIT ---------- ---------- 1396.00 0.00 -------- 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER - ----------------- --------- CHECK 1396 --- .00 ----------------- 043129 TOTAL RECEIPT 1396 .00 Regional Waste District; Residential SANITARY SEWER PERMIT 00576 INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type - Final Subdivision -------- ----------------- Little Farms Section Number ------ ------------------------- Lift Station --------- 01 Carmel Creek Station -- Treatment Plant Carmel WWTP Builder Sentry Homes Phone Number - ------------------------- Parcel Acreage EDUin Gallons -------- -------------- -----310 Invoice Number Lot Number --------------- 326_6 ------------ Address Number f oZ Street Turner jo _ City -„ - - Indianapolis 7eP- Zip.Code 46280 tf,' County - - - Hamilton 0 I Local Sewer Charge Plan Review and Inspection / i Application Fee --------- . $10000 cy --------- 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 bistrict 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 CM-9A CM-9 DSMH Grease Trap No Slab. Foundation No Lid Elevation 829.31 ft 829.1-1-ft. Grit Interceptor No Crawl Space Yes First Floor Elevation 830.20 ft 830.20 ft Grinder Station No Basement No Basement Elevation Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0.89 _ 1.09 Per Ordinance 9-1399 and the elevations provided, the substructure shall be,plumbed by: l 6l 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. ci t 1 ?T "D 4 sewer L vV%u lU'. By signing. below, I attest that I am familiar with the strict's s cifi lions .and agree to accept responsibility for. all. work done under this permit Builder / Owner Signature ?- /?/?' - t SrY hone Number Printed.Name. tel. l ??Cu C? Approved Permit Date 911912007 er, Director of Admmrsbatron&Customer Service Revised 7/26107 Permit is valid 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 ismithin 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 undera 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 contractorrshall 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 femco'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 Number8 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 3feet 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 htfp:llwww.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 Districtshall inspect ALL laterals. Please call the District office at 844.9200 24 hours.prior to time of 14. Contractors shall lay 14 gauge-solid:wirethe 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. IUPPS1-800-382-5544, 48 hours prior to digging. Revised 724/07 PLOT PLAN NOR THPOINTE 4UI Camby Court LOT Q B - B Suite "A" reenwood, HTdis na 46142 G TO HOME PLACE LITTLE FARMS ADDITION W Office - 31 i-SS4-3020 A Fax-317-884-3025 TURNER -WW CDTA:r+ E.aAiL. HAMILTON COUNTY, INDIANA STURVEYING Inc. ZONING . Side= 7.5'(min) 15' (Agg.) / Rear- 20' PREPARED FOR (AS SHOWN ON THE RECORDED PLAT) SENTRY HOMES, INC. FINISHED FLOOR-ELEVATION HOUSE = 830.20 801 -Ashton Parke Drive- -- FINISHED FLOOR ELEVATION GARAGE -829.50 Greenwood, Indiana 46143 ELEVATIONS PROPOSED = OO.O NOTES: - VERN SWARM SERER LATERAL LOCATION PROR TO CONSTRUCTION - BIAIDER/CQYTRALTOR SHALL VERFY THE DIMENSIONS OF THE DALDING AS SHOWN PRIOR TO CONSTRUCTION. - DRIVE ENTW TO Ca*DIRM TO I.D.O.T. STD. PLAN 16-01 - STORM,, SANITAW,, AND WATER LINE LOCATIONS ARE &M LION T7E ODNST TION PiANS FOR LffHE FARMS ADDITION TO HOMOAACE EX. SAN. SEWER ?EX. SAN. LATERAL ?EX. SAN. LATERAL 19A EX. STORM SEWER TURNER ?I STR.#CM9 OK ? o 5' WALK EX. WATER UNE-,, STR . 102 , -W W W W - - 52 85' CONC 52.85' m . ' ' conc. DRIVE . DRIVE 1 E U &S 15' D a0 . . . . ----- 3 ALK ? 16.0' 16.0' 3' WALK ?? 25' F.Y. S.B. 9 b 23.08 23.08 b 17. I R M m ° i 11.83' - «I 11.83' m M M r -m PROPOSED PROPOSED pp w N RESIDENCE RESIDENCE ° ^ 1 CJO n °I 34.91' N 34.91' m (,_ 849.7 20' R.Y.S.B. LOT 32B-A ' LOT 32B -B pp - 4,299 s.f. 4,300 J. m '52 I NIXfY NOISY SAK, "DON'T DIG BLIND" 544 1-500-382- FRI 1-800-428-5200 cFOR G OlH50E OF IN D" THIS DRAWNG IS BASE UPON CONSTRUCTION DRAWINGS AND RECORD DRAMNGS OBTANED BY NORTIWOINTE SURVEYING, NO ACTUAL FEND SURVEY OR INFORMATION WAS OBTAINED. NORTHPOPITE SURLEHNG, INC. DOES HOT WARRANT THE ACCURACY OF SUFTICENCY OF THIS INFORMAR N. ALL CONTRACTORS SHALL VERIFY ALL EIOSTWG CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY AND ALL OSCREPAOES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF NGRTHKWTE SUR.VEYiNG, WC, FAZING TO 00 SO RESULTS W THE CONTRACTORS ASSUMPTION OF ALL LIABILITY. 851 (DRAWING NOT TO BEBB,?;;SCALED DIMENSIONS PREVALENT) Dmm JULY 24, 2007 REVISED SEPTEMBER 19, 2007 By OW O Cl) I I Sheet 1 of P./(