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Home My WebLink About07110157 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # . 1 n Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:13 PARCEL ID ........: ZABB13 DATE ISSUED.......: 11/23/2007 RECEIPT #.........: 26880 REFERENCE ID # ...: 07110154 SITE ADDRESS .....: 13036 ABERDEEN BND SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ...... OWNER ........... SILVERTHORNE HOMES ADDRESS ..........: 6666 E 75TH ST., 4400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM .. ..: SIL•VERTHORNE HOMES CONTRACTOR ..... ..: LIC # XWILWAT COMPANY ........ ..: WILSON PATER & SEWER ADDRESS ........ ..: 3015 S CHASE ST CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46217 TELEPHONE ...... ..: (317) 788-6247 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 PERMI T ---------- ------ 1396.00 0.00 1396.00 0.00 METHOD OF P AYMENT AMOUNT - NUMBER ------------------ ----------- CHECK ------ ---------- 1396. - 00 0005334 TOTAL RECEI PT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP m?.. WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZABB13 LOT & SUBDIVISION: 13 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 13036 ABERDEEN BND CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005334 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Snecial Notes/Conditions: Permit #: 07110154 Date: 11/28/2007 LOT 13 ABERDEEN BEND, WATER PERMIT NO NOTES' The building & Sewer Shall be live 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 art hereby permitted in writing. The sewer shall be installed in accordance with ASTNI 2321 for pve pipe and the Unifomt 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 Cite Code Section 9-122(x), and sections 113008.1 and .2 of the International Residential Code. All building sewers shall be 6° diameter. All installations shall be "open trench" inspected and atmroved by the Cannel Sewer Department before arty backfillm, is done. Non- compliance may resell in digging tip the sewer installation and/or denial of furore sewer permits and/or denial of water connections. No footing or foundation drains or other SOUiCeS of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) X71-2648 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 (m water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If airy street must he cm- a senarate street cut nermil shall he ohtnined. APPLICANT NAME: JOCEL N ZELLERS PAYMENT RECEIVED BY: G FEES: $1,396.00 kp rt Regional Waste District F% upultnuar SANITARY SEWER PERMIT 00718 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type ---------- Final -------------------------- Subdivision Aberdeen Bend Section Number -- - --- 1 -----'------------------- Lift Station ---------- ------- 23-126th-Street Station Treatment Plant ------- ---------------------- MIX_ Builder ------ Silverthorne Homes ------------- Phone Number 317-806-2190 Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice Number Lot Number ----------- ------------------- 13 Address Number ------- 13036 --------------------- Street ---------------- Aberdeen Bend ----------------'----- 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 stormwateri 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 pennit. 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 ABB-103 A J38-102 DSMH Grease Trap No Slab Foundation No Lid Elevation - --- - 914.38 ft -? - - ? ?917 ft --- - - ------ Grit Interceptor No Crawl Space No . First Floor Elevation - ---- --- --- 9j7.70ftf --------- --- ------ 917.70 ft,-'? ------- Grinder Station No Basement Yes Basement Elevation 907:70 ft, 907.70 ft. - Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3:32, 0.70 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only he 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. I CTRWD By signing below, I attest that I am familiar with the Dis Builder/ Owner Signalure__.? Printed Name Approved By T-5 and agree to ccepl responsibility for all work done under'this permit. ` 9 a Phone Number `SM-M( - is D'G- RR 5 Permit Date 1112812007 Can eltner, Director or Adminis"tiondCustomer Service Revised 7126/07 Permit,is valid for E-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. i 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 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):.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 COUPLINGWITH 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 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`feetfrom 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: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.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 10109107 The Schneider corporation 6901 Otis Aemae Historic Fort Hnrtlsan InfH enepoll, Icdlsm 46216-1031 S17-326-7100 317-626-7200 FAX This Plot Plan Prepared For SlIverthome Homes Lot # 13 , containing 14,000 S.F.t, in Aberdeen Bend Subdivision Section 1 INSTR / 200500066134 Book 13. Page # 739 Hamilton County, Clay Township 13036 Aberdeen Bend (50, Carmel, IN 46032 Prepared Date: 10/31/07: By. Community Restrictions Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = S1 IABAJTY Nor Soglaee.Tfn? This drmng Is baud on cnsbuction plane or record anngs, 301,%044 and b not band upon a geld survey. The Sdmeddrr lendse, AmbNedme Corporctan does not warrant the accuracy a suflida:cy of this GIB LIS Information. Cntracto s should reify edetng condtione prior to my emmuctbn Any dcpmcy fonE an this d sang aeolep ehw!d be Irvmdat6y repaid to The Sdmdda corporation. Falling to do so w6 result In the nntrodors assumption of ad Ilablity. I A17AAL S90ATiON NOTE Note: 30der to ensure contractor to mantaln a mnhum poeNvs d inoge away from d'ntanae of tan fast (la-T) sGuchre(s). between water and sordtary lauds Plot Plan Legend ® Proposed Grades 000.0 Existing Grades i•oo0.o- Contour Grade * Approx. Lateral Location - 8 Sanitary Sewer Lines R - a Storm Sewer Lines - v - Water Service Lines - - - - Sub-Surface Droln Lines AMA ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storrs) ® Curb Inlet (Stone) D End Section (Storm) Flue Hydrant Flow Line of swale Siverthome Homes Pad Grade = 916.2 per plan Pad Grade + 1.0' = Garage FE (917.2 ) Garage FFE + 0.5' = Residential FFE (917.7 ) Residential FIFE -10.11 = Basement FFE (907.7 ) Driveway Slope = 5.6% Note : The garage finished floor elevation is 27 above the curb at the drive, per plan. Ground Cover Calculations Drive =1,469 SFt Public Walk =419 SFt Private Walk =263 SFt Seeding =3,058 SFt Sod = 6,024 SF3 , to the rear of home. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=914.50 Downstream Manhole, TC=917:00 per plan. T.C. elevation shall be no less than one foot (1'-0') below residential F.F:E. I mitt' that the plan sham heron was prepared for the benefit of to pa nIt only. It 6 my opinion that If the proposed fh'shd grades m ca reNdntd mnstructlarc This plan wm compld based an documents ion campldarem or omptame of thins doammta This drawing 6 oat orb or a surwyo, 6wLNo report NOTE CONTRACTOR SHALL CUT 10' OFF OF SANITARY LATERAL AND BEGIN FROM THAT POINT AND CONNECT TO HOUSE FOLLOWING PLOT PLAN. MHIABB103 TC=914.50 PER PLAN EASUENT NOTE The bmanent dewdon, depicted hereon, has ben determnd and based an the pad grades and/w WOWS taken corn the construction plans fa thla wbArisaa Unless Outset m Information "it fluctWatwg water tables, sol cndit;ms or ad types has been podded or stated an mid plus. This lot Is located near a body of water. Lot a sal mWUms may require that the bam,ent floor elevation as heal two feet. (Y-C') oboe normal pad dmuor. Site nwaUgctlon my be needed t rater 6 encountered drip the uxvWon process a If other know water 6evatim a wig wndlums, are present Investigation and any modal praadres are at the comllon of the bolder to determine and tope ajpaprlate .tape of action, It any ground water is encountered during the excawtkn the bulder is ncouraged to partial The Schneider Corporatlon to discuss poasNe course of act om RNP PUMP VOTE Sump pump(s) to be placed by bulda as needed LOT # 13 VB # 07.0082308 td honest ad for the purpose of obtanhg a ruldentW construction ehom, the safoa dolgop m the sub)ed lot wO be satisfactory fa has and The sdagdr corporation assumes no Ilch6ty far the accuracy, represented as a retrowment a odgnd bwnday survey, a rate wrvey, FL000 HAWD STATEMENT-. The.auuracy of my goad hazard data sham on this plot plm 6 mb)xt to map scde unoertanty and to my other unwrtaMy In location or davation on Me refesnaed good hsurmw rate map (FUW. ALL of the wlthn I ' Ind DOES NOT UE within Uwt speed gad honed arm mu W. m said land plots by sede an Oaranadty Yp Pond 1800110 0204 of the goad hsurmrs rate map (Foal) for Na dltm Cwntg ndIma, Doled February 19, 2001 REVISION #1 REVISED DRIVE TURNAROUND 11-02-07 AMA f?l I