HomeMy WebLinkAbout14060014 Sewer/Water Permit/s ' ! ' � � i � -
10701 N: College.Avenue�Suite A lodianapolis, Indiana 46280. ptione.317-844-9200 faz 317c844-9203� www":ctrwd.org�� �
Residentiaf SAMITARY SEWER PERMIT D6737
Permit Type _ Finaf Subdivision Sanctuary at 116th St
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Pro'ect'WO ENG4312007' Section`Number �
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Project;Name Sanctuary aT 116th Street Section 1, 2A 3, 4A Lot Number g
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'Project,Developer _. Platinum Propekies Address.Number 4540
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Lift Station _ _16?ZionsJille Presby[erian Station Address 2
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Treatment Planf CTRWD WWTP Street Golden Ea le,-Court
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Pa?ce(Acrea9e Cit - --------�
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EDU in Gallons 310 Zip Code • 46077
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County Hamilton
Local Sewer Charger District Contribution
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=------_---_. Builder -----Ryan'Homes '
PlanReviewand,lnspection � - -------------- �-_----�__-.
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Application`Fee ----"-"$150;00 Phone Number ------_---- 317-371-6577
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EDU Fee �-� �
$1;650.0o Owner� ' �
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Interceptor.Fee � - - -
Other'Fees -_ --- `--` °-_ - --- PhoneNumber
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Fees Due $1,800:00 P
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Inyoice Number Phone Number
' PLEASE NOl`E`.lnstallation of building sewershall'be per the specifications of the Clay'Township:Regional N/aste
District(see reverse)+and any conditions;noted tielow. All installations shall"be inspected by District personnel during
'open trench" phase and before backfilling witfi:stone to fwelye,inches above,the pipe. NO footing or foundation
drains, orother sources of ground or stormwater,shall be permitted to enter the DistrioPssanitary sewer system. The.
Districtwill,assume.no liability for drains;which are below the grade level of the nea�es4 downstream manhble nor for
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laterals which are eztended beneath driveways or sidewalks: The permit holder (property;owner, developeror builder) �
will'be;responsible for damages_to the DistiicYs sewer system. Tfiis includes damages to manholes,castings,
manhole lids and the like; caused by�con§truction�activity on the builtling site whicH'is tlie�sub�ect of tHis permit.
Inspections bythe Districtare MANDATORYand shall be:arrangetl by contacting theiDist�icYs office ati844-9200
24;hours in advance. All.new construction will"be placed on billingatwo months'aiter connection has been made o7
whemwater is,connected, whichever'comes�first
The�building has � Main SNT822-SNT821
Grease Trap No Slab Foundation No
G�ease IntCrcepto� No Crawl Space 'No Manhole fDs USMH SNT-822 ,�SNT-821 DSMH
Grit lnterceptoi- No Basement Yes .Lid'Elevation 903.89 ft °� 899.68.8 �
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Grinder'Station No gos BO n 906.8o'ft .�
� -- --- .First.FloorElevatiom __,__._. ,- _,
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Water Service City of Garmel Basement Elevation 896 63 ft .� 896.63_ft ✓
Ca/cu/ation is based oh'both:Manhole Cid�Elevations and ttie elevation;ot the First F/oor -.--=__2 9�._._.__ � _7;2,, .
Per Ordinance;9=13-99 and'the elevations provided,the su6st�uctureshall�be���plumbetl�by: Ejector Pump
� The Distnchcurrently'requires that an 181 insp'ection is performed and a Certificate of Compliance is issued prior to
occupancv/sale of:a,properrty.iPlease review attacfied'I!I Permit
.� .Manholes�shall�remain accessi6le�at,:all.times. Buried��manholes�;will be correctetl tiy the��Developer/Ownei
G The proper class of�cleanout must�be�installed every 100 feet of'Aate�al pipe��measured�from sewer main to`structure
The terms of�the.conditional permit,.if'any,are'listed below.
�p�pNA•MAqqCl��
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All conditions have been:met:.,Connection toShe sanitary,sewer �q ed.
Y 9 9, � _ C „ � � s�specificatio 5and�.Agree�.to�acceptresponsibility�fo�allwork�done�underthis'pe�mit.
B si nin below, I attest9hat fam famili with[he`District
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Bwlder/Owner Signature � �� Phone Number �
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Printeii Name ti„� �j� j�} i , f ��j�'"� � ,a„`
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Approved By <;zr,��R �+;�� u _ll�f���,�f
RyanHartma Y OrstnctEngineer Permit Date rJ�29�2��4
Permit is valid forONE_Y AR fromthe date issued. Perrriityalid only with CTRWD seal in`retl ink.
SUMMARY'OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc:, shall connect to the District's sanitary sewei system within 90 days of notice providing a
sewer'iswithin 300'feet foi'Hamilton County or 700`feetfor`Boone County of The property�line asdefined through
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Indiana Code (IC 13-26-5-2). Only,one buildingmay,connect to the sewec main per'lateral unless otherwise
approved by the District:
� 2. No fountlation, Sump, Downspouts or ofher storm water drains`sRall'be interconnected to District's sanitary sewer'
as�add�essed through our I/I Ordinance 12:08:08 and I/I Policy"fountl,on our website;at,www;ctrwd.org.
3, The existing sewer line from tfie"building to the sep;ictank may only be used if it is located under a building
addition, pa4io, porch oi paved dFiveway, ,Air test?is required to show'if-acceptable for're=use. The property'owner
shall bear tlie.cost of<all testing., The District inspectormust-be onsite,for-tFie duration of;the air test.
,4: The tlisiriot shall inspect ALL laterals: The owner or contractor sfiall notify the District priorlo backfilling the;installed
lateral'�so the Oistrict can make'an inspection to determine compliance with tfie Dist�icYssewer use ordinance.
L2te�al.StubS Shall remain;capped until an inspectorvis�on�sife. Final oonnection sh'all only be made under.direcb
supeniision of,a CTRWD inspector. If an inspection,fails and a second inspection is required or the contractor'is not
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on`site'for the;scheduled inspection,,a-fee of$100:00 will tie assessed and'must be paitlpriorto tfie time ofthe
follow�up inspection.
5..; Froperty owners are hereby advised that the Gounty Board of Health regulates the operation and maintenance of
private sewage disposal'(septic) systems. TFie County'Ordinance provides in part that, upon connection to a pu6lic
sewer a septic tank "...shall be abandoned (pumped clean) and'filled completely�with eartfien�mate�ial.or;Stone in a
ry er.'` Please contact the appropriate County.Board of Health for further information and�to
safe and sanita mann
notify the department of the abandonment. '
6:, Acceptabte Pipe Materials:'
PVC,,P,IPEs SDR 35 or,SDR 26,ASTM D3034,:SIX INCH,PIPE �
PVCPRESSURE RATED PIPE: SDR21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT'PVC:PIPE'(DIREGTIONACbRILL): Yelomine SDR 21',
ASTM D2241, SIX INCH PIPE,(use only per approJal;of:the DistrictEngineer)
GASKETED JOINTS;:ASTM D3212
GASKETS: ASTM F4Z7
FITTINGS:;SDR26 0R BETTER ("FERNCO" OR SIMILAR FLEXIBLE COUPLINGS jYPICALLY NOT`ALLOWED)
DUGTILE;IRON MECHANICAL.GOUPLINGWIT,H;FROPER FITTINGS
PRIVATEGRINDER RUMPS ACCEPTABLE,PIPE MATERIAL: •
IF CONNECTING INTO A'LOW PRESSUREFORCE'MAIN-
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CTRWD must'be;contacted tor explanationioballowatile pumps,and pump�requirements
1.25" HDPE=D811 IPS (Tl'P);connections are'to,be made with �
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(Polypropylene or Stainless Steel)�Compression Fittings or Electrofusion
ALLPUMR CONNECTIONS
Pumps located mo�e thani3' perpendicularto orrun longitudinally along;the:tiuilding"foi more than'3''shall;have a
cleanout;installed and the'pipe shall be"transitioned to 6" SDR 35 pipe for connection into the;pump station.
CLEAN OUTS_ARE'TO BE LOCATED NO MORETHAN T:HREE FEET FROM THE FOUNDATION AND FOR
GRAVITY LATERALS?NO;MORE THAN 100 FEET APART"(please-see-,Clean`Ouf Details Type 2 and'Fype 3<fo}
multiple,cleanouti�stallation requirements).
CLEAN OUT CAPREQUIREMENTS: 6" PVC Threaded Caps
7,. BEDDING - 'Use Number 8 crushed stone or Num6er 8 fractured'face aggregate Number 8 stone backfilf material
is tabe placed from 6 inches below to 12-inches'�above the;pipe,The.trench should be a:minimum,of'18rinches wicle
(six inches on both sides of tfie:pipe) �
8. LatePals shall be installed no closer than-20 feet.from waterwells unless PVC pressure grade pipe is used meeting
SDR:.21 and AST,M D2241. Any,proposed installation requiring pressure pipe.shall be reviewed,and acceptedby
the Distnct and the DistricYs engineer,prior to installation.
9. Wfiere a transition is made between'SDR 35pipe and pressure grade SDRi21 pipe,.a tluctile"iron gasketed
. mechanical coupling;shall"be used.
10. Laterals shalPterminate within 3'feeYof the bud'ding unless 4he conditions in item #3 above are met. No glued;pipe
shall.tie installed outside three feet of'building`foundation walls.
11. Additiona(information on`District standards and specifications may'be obtained'from the.DistricY§ office du�ing
business hours,of 8�00a.m. to 4:30 p.in..Monday throughaFritlay: All District!standards can be located on our we6
site a( http://www.ctrwd.org. ` " -
Clay Townsfiip Regional Waste District, 10709�CollegerAvenue- Suite A.Indianapolis; Indiana 46280
10707 North:Co��egerAvenue Suite A �_ , _ , __ � :_ �.� -_—�--
'— Indianapolis; Indiana 46280 ~
Phone (317)-844-9200 Faic'(317)-844-9203
32. Septic,effluent shall notbe'pumped ouLinto the sanitary sewer system.
13. Cont�actors shall lay-14 gauge-solid wire the entire length of the lateral: Wire:is to be placed om,top of tFie la[eral.
The=District inspectorwill`verify placement of tfie.wire. .After inspection, bedding is tabe placed on top.
14. All exteriors;strucfures-and piping♦are:subject to be tested�and/or televised uporrthe,.Districtsdiscretion. Examples
pf st�uctures,that may be.included are�manholes, grit interceptors, pump pits, grease interceptors, efc. Testing
requi�ements are to'verifythat all structures are watertiglSt and:that'tFiey conform to;the Distjictsl/f Policy.
15: Call;liefo�e you;dig. IUPPS 1-800-382-5544;,48 hours priorto digging.
_ �RevisedA2/21/2014 by TK