HomeMy WebLinkAbout07080246 Sewer" CITY OF CARMEL / CLAY TOWNSHIP
WATER/ SEWER PERMIT! RECEIPT
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PARCEL ID #: ZECW023
LOT'&•SUBDIVISION: 23 ESTATES OF CLAY WEST, THE
ADDRESS OF CONSTRUCTION: 13385 SHERBERN DR W CARMEL, IN 46032
PAYMENT.RECEIVED FROM:
Name: BONTRAGER HOMES, INC
CHECK #: 12886
EXCAVATOR INFORMATION:
Name: HICKORY EXCAVATING
Ph. #: Fax #: Email:
Street Address: 308 S. CLARK COLFAX, IN 46635
Bond Expiration:
PERMIT TYPE: USEWRWATR
Special Notes/Conditions:
SEWERIWA7ER PERMIT
Permit #: 07080245
Date: 08/3012007
LOT 23 ESTATES OF CLAY WEST, WATER PERMIT
NO NOTES
The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3434 SDR 35 of latest revision: or vi+sified day pipe. meeting
.ASTA1 specificaGens 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 ASTNi 2321 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 sliall 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 6" diameter.
A1Pinstallations shall be "open €r auh" inspected and aooroved by the Carmel Sewer Department before any bacLf filling is done. Non-
compliance may resull in digging up the sewer installation and/or denial of dnure sewer permits and/or denial of water connections.
No foolina or foundation drains or other sources of ground water or storm water shall he permitted to enter the public sewer.
Sewer in5neai0ns should he reouested at (317) 571-2648 one to four hours in advance.
No inspections or installations will be made on Saturday or Stanley or ho Gdays nmless armngemcros,.are made at [east 24 hours in advance. All
plumbers or contractors installing sewer (or water) lines shall.have a plumbcrs bond posted with the CITY ENGINEER' S CTHCh. If any street
must he cut a. separate street cut nermit shall he ohramod.
APPLICANT NAME: SCOTT BONTRAGER
PAYMENT RECEIVED BY: a_tl t+ l
FEES:
$1,396.00
CITY OF CARMEL
Item 1 of 1 PERMIT RECEIPT OPERATOR: plux
COPY i# : 1
Sec: Twp: Rng: Sub:ECW Blk: Lot:23
PARCEL ID ........: ZECW023
DATE ISSUED.......: 08/30/2007
RECEIPT #.........: 26152
REFERENCE ID # ...: 07080245
SITE ADDRESS ...... 13385 SHERBERN DR W
SUBDIVISION ......: ESTATES OF CLAY WEST, THE
CITY .............: CARMEL
IMPACT AREA ......
OWNER ............: ROBERT AND NELLIE RAINIER
ADDRESS ..........: 10720 CLUB CHASE
CITY/STATE/ZIP ...: FISHERS, IN 46038
RECEIVED FROM ....: BONTRAGER HOMES, INC
CONTRACTOR .......: LIC # XHICKEXC
COMPANY ..........: HICKORY EXCAVATING
ADDRESS ..........: 308 S. CLARK
CITY/STATE/ZIP ...: COLFAX, IN 46035
TELEPHONE ........:
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
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------ ------------------
CHECK 1396.00 12886
TOTAL RECEIPT 1396.00
;r s t Regional Waste District
Kesidential SANITARY SEWER PERMIT
00,164 INDIVIDUAL LOT 1 EXISTING BUILDINGS
Permit Type Final
Subdivision
-- ---- Estates of Clay West
-------------
Section Number
.Lift Station ------- - -- 19 Village of Wesl Clay Station
Treatment Plant: MIX
Builder Bontrager Homes
Phone Number
Parcel Acreage
-------- ----------- ------------
EDU'in Gallons 310
Invoice Number
Lot Number 23
Address Number 13385
Street W Sherbern 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 inchesabove the pipe. NO footing or foundation
drains, or other sources of ground or stormwater, shalt 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 constructio6a6tivity on, the building site which is the subject of this permit.
Inspections by the Distdct 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' ECW-518 ECW-517 DSrv1H
Grease Trap --------- No Slab Foundation -No- Lid Elevation B89:80-ft 889.64 it
--- -------- -------------- ---- GritInterceptor No Crawl Space No First Floor Elevation 896.80 ft 896.80•ft
---- --- -------- -- ---------- ----------
Grinder Station Yes Basement Yes Basement Elevation 886.80 ft 88_6.80.0
------ -- ------------- ------
Calculation is based on both -Manhole Lid Elevations and the elevation of the First Floor j `7,p J 7,16 i?
Per Ordinance 9-.13-99 and the elevations"provided, the, substructure shall. be plumbed by; Ejector Pump Only
District.reservesthe right to inspect-all sump pump connectionsto ensure no illegal connections have been made.
shall remain accessible at all times. Buried manholes will be corfectedby the Developer/Owner.
Conditional. Permit Terms:
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All conditions have been met Connection to the sanitary sewer is now permitted.
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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 Signature Phone Number
Printed Name s?o`? Fn 1 rCCC
61107
Approved By _ Permit Date 8t$81£9@y
Candy if her, Director or AaMinisUsticn&Customer Senil
Revised-7I26107 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 iswithin`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 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 Number8 fractured face aggregate. Number 8 stone backfiltmaterial 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)
B. Laterals shall be'inslalled.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. Lateralsshall 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:llevww.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 7124107