HomeMy WebLinkAbout14070056 Sewer/Water Permit/s �;""`aq�F, CITY OF CARMEL/ CLt1Y TOWNSHIP Permit#: 14070055
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! WATER/ SEWER PERMIT / RECEIPT Datec 07/10/2014
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PARCEL ID#: 1609310005016000
LOT 8 SUBDIVISION: 16 THE.SANCTUARY AT 116TH STREET
ADDRESS OF CONSTRUCTION: 4510 WINDCHASE CIR ZIONSVILLE, IN 46077
PAYMENT RECEIVED FROM:
Name: CHECK#: N/A
EXCAVATOR INFORMATION:
Name: D R WATSON CO.
Ph. #: Fax#: Email:
Street Address: 1966 MIDWEST BLVD INDIANAPOLIS, IN 46214
Bond Expiration:
PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT
Special Notes/Conditions:
LOT 16 SANCTUARY AT 116TH ST, RESIDENTIAL WATER
PERMIT, PERiISA KEMPA WATER FEES PREPAID.
"NO NOTES'
The building&Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision;or vitrified clay pipe,meeting
ASTM specitications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. 'Che sewer
shall be installed in accordance with AS"fM�2321 for pve pipe and the Uniform Ylumbing Code forthe State of Indiana. All installations shall be
in strict compliance with pertinent City of Carmel ordinances. I3ack Water check vatves shall be installed in accordance with Ciry Code Section
9-122(a),and swtions P3008.1 and.2 of the In[ernational Kesidential.Code. All building sewersshall be 6"diameter.
All installations shall be"ooen�[rench°insnected and aooroved bv Ihe Carmel Sewer Deuartment before am baekfilling is done. Nom
compliance may resulf in digging up the sewe�installation and/or denial of future sewer permits and/or-0enial of water conneclions.
No footing or Coundation drains or other sources of ground water or storm watcr shall bc�permitted to enter the public sewer.
Sewer inspections should be reaucsted at(3171 571-2648 one to four hours in advance.
No inspections or installalions will be madc on Saturday or Sunday or holidays unless arrangements�are made at least 24 hours in advance: All
plumbers or contractors installi�g sewer(orwater)lines shalLhave a plumbers bond posted with the CITY ENGINEEtYS OFFICE, lf any strcei
musl be cuc a.¢ena��ir..etrect cui nertniT chnll he nhlained.
APPLICANT NAME: CINDY THRASHER
PAYMENT RECEIVED BY: 1��'i�A.CR.� �ll /ll I�QIYVII�
FEES: �
$0.00
' 0 • �: � ' !
'10701 N�,.College Avenue Suite,A Indianapolis, Indiana�46280 phone:317-844-9200 �fax 317-844='9203 www:ctrwd.org -
Residential SANITARY SEWER PERMIT 06777
P�iLType Final Subdivision Sanctuary at'116tFi;St
Pro'ecfWO ENG431200T Section Numb
� ------°-°-----------'-'-------------- er------- _ 1
Project Name Sanctuary at 116tti'Street Section 1, 2Q, 3, 4A Lot Num6er 16
_ _ . _
------ ------ -> -- ----- -'=-'_: -----= =—_-= --'-'=`=_
Project;Developer' Platinum Properties, Address Number 4510
----- --- ------ -----�_-_--- ---------------------`-
yt n Station Address 2
Liit Station 16 Zionsville Presb eria_ _ _
Treatment Plant _ CTRW,D WWTP Street Windchase Circle.
------------ ----- ----- y -------- °
----=
Parcel Acreage _ _ _ _ __ Cit Zionsville
----------- - --------`--`----------'-'---=--'
EDU in Gallons 310 Zip Code 46077
_... ..
-.-- :------. —---- - ---- ------_--
. County Hamilton
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'.Local Sewer Charger District�.Contribution . ______ guilder Ryan Nomes
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Plan Reviewand Inspection -------------------- -------=_-
Application.Fee
$150.00 Phone Number 31:7-371-657,7
------- -----—_-- -__--`- _---=_`=.
EDUFee. �� � �_�_�____ ._,__�_--$�-,650.00 �.Owner
------ ---- � —_�. , .
. . . . . _ � -�— � --- ------- �-
Intercepto[Fee � . .. . --------- ------- -'--�--__'�
-
-- ----- --- ---- . ----, PhoneNumber
Other:Fees -------——---------_---------
. _ -------------------------------- Occu ant
Fees?Due $1,800:00 p
----------------------
Invoice Numtier ` Phone Number
PLEASE;NOTE: Installation of 6uilding�sewe�shall lie per the specifications ofthe'CIay,Township Regional Waste
DistFict (see>reverse) and any condifions rioted below. All installations shall be inspected by Dist�ict+personnel,tluring.
"open trench" phase and before backfiilingwith stone to twelve inches above the pipe. NO footing or foundation
drains, or other sources of ground onstormwater,.shall be permitted to.enterthe DistricYs sanitary sewer system: The
District will assume no liabilityfordrains which are!below tfie grade.leyel of;he.nearest downstream manhole nor for
- - . .
laterals'which are extended 6eneaJh driveways or sidewalks. The permif_holder{propertq owner; developer or builder)
, _ _ , , _
will be responsible for damages to the DistricYs sewer system. This includes damages to manholes, castings,
manhole lids and the like;caused by consJruction actiyity on the.building site wfiich is the subject,of this,permit.
,Inspections by the'_Dist�ict are MANDATORY and shall.be arranged by contacting,the:DistricYsloffice at 844,9200'
.._ ,
24 hours in advance. All new construction will,be placed on 6illing two monthsafter connection has been'made or
when water is connected, whichever comes fiFst.
;ihe building has: Main SNT823-SNT814�
Grease Trap No Slab Foundation No `
-----------
Grease Interceptor � No Crawl Space No Manhole•�fDs USMH SNT-823 SN7-814 DSMH.
-------� -�-�-�=--'-----
Grit lnterceptor _ No Basement Yes Lid Elevation _906 36 ft ✓ 90a.54�ft �
Grinder'Station� No � � 'First Floor Elevation �908 57 ft�✓ 908 57'ft✓
--_-----�-�----------�
Water Service City of Garmel gasement Elevation 899:37 ft� 899.37 fh✓
-- ----- -------------- ----
��Calculahon'is!based on bothManhole Lid E/evationsand�(he�elevation o/the First�Floor 2.21 � 4c03 .
Per O�dinance 9-13-99 and the;elevations provided,the_substructure,shall be.plumbed by: Ejector Pump
The District currently requires that an I&I inspection:isperformetl and a Eertificate of'Gompliance'is issuedprior to
� oocupancy'/-sale�of�a properrty: Please review�attaohed:l/I Permit � -
� Manlioles shall.�emain accessible at.�all times..Buried�.manholes will 6e corrected by the DevelopedOwner
�'� The proper class of cleanout'must tie installed every 100,feet of lateral pipe measuied from sewer main to structure
The3erms of the condi[ional permit„iYany, are listed below. ,
- . �N�IANA�•NA
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All conditions have''beep.met::Connection tothe�sanita ,ry`s er.is now, per • ed.
r,o p�
qF��ONALWa�
By signing�below;I attest that�.l am�familiar wRh the DistticPs'specifications'�and"99ree�to accept responsibility foPall work'done`under this permiL
Builder./'Owner Signature C������� PhoneNumber -3,71 �S� �
j1 � � t��C � �
Printed'Name � '�c,S�,l I"} r+ + � a �?3 s,,..�
Approved By — � ~~'f�� `"� �,���u�I>���J .�.' �
ftyan� n n; o�smctEngineer P01'R11t,U8tE 7/1/'2��4��
Permit�is valid�for O - EAA from�lhe�date�issued. Permit valid onfy with CTRWD sealiin red'ink..
SUMMARY.OF•LATERAL,INSTALLATION?RE�UIREMENiS
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1. All houses„buildings; etc.,shall connect to the DistricYs sanitary'sewer system within 90 dayaof notice providing a�
sewer is within 300 feet,for Hamilton County,or 100 feet,for Boone:County of'the property,line as;defined through
lndiana Code (IG 13-26-5;2). Only;one:building may connect to'thesewer:main per laferal,;unless,otherwise,
approved by:the District
2. No foundation,Sump, Downspouts o�other storm water drains shall be inte�connected to District•'s sanitary sewer
as addressed through.ourl/IArdinance 12.08:08 and'I%I„Policy found;on our website atwww.ctrwd:org.
3. The existing sewer line from the building to the:septictank�may only be.used if it is located under a liuilding
addition, patio, porch or paveddriveway: Airtest is required to show if.acceptable forre-use. The property.owner
shall bear the cost of all testing. The District inspector must 6e onsite,for the duration of lhe ai�test.,
4. T,he district shall inspect.QLL laterals. The,owner or contractorsshiall notify the District'prior,to'backfilling;the installed
, < _
lateral:so the District can make an inspection to determine compliance with the Districf's sewer'use o�dinance.
�8tefaf StUbS-Shall rerflain c8pped until an inspector is on site. Final connection�shall.only be�.made�underdirect
supervision of aCTRWD inspector. If.an;inspection fails and a second inspeotion is required or the,contractoc isnot
on.site for the scheduled�inspection, a•fee of$700:00 will tie assessed and `must be-paid;priorto,the time�of`the
follow up inspection.
5: Property owners are hereby.advised Jhat the Gount`y Board of Health,regulates the,operation and maintenance:of
private sewage disposal (septic) systems'., The;County`Ordinance:provides;,in part tFiat,;upon connectiorrto;a'public
,..,.
sewer; a septic tank '...shall be abaniioned (pumped clean) and filled completelywitfi,earthen material or stone in a
safe and sanitary manner_" Please contact:tfie appropriate County Board of Health for further information and to
notify the department of fhe atiandonment
6. Acceptable,Pipe!Materials;
PVC FIRE; SDR_35 orSDR 26, ASTM D3034,;SIX INCH RIPE
PVC PRESSUREsRATED PIPE SDR 21,ASTM D2241,SIX INCH PIPE
RE$TRAINED:JOINT.FVCfPIPE';;(DIRECTIONAL DRILL)::YelomineSDR 21; �
ASTM D2241, SIX INCH PIPE (use only perapproval of tHe Dist�icf Engineer)
GASKETED JOINTS: ASTM D3212
GASKET,S:ASTM F477
FITTINGS: SDR26 OR BETTER-("FERNGO" OR SIMILAR!FLEXIBCE'COUPLINGS TYPICALLY NOT ALLOWED)
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLEtPIPE MATERIAL:�
IF'CONNECTING JNTO;A COW PRESSURE?FORCE'MAIN-
CTRWD musf be contacted forexplanation of,allowable pumps anH pump reguirements
1.25" HDPE DR1'1 IPS.(TYP.) connection&are to be made with
(Polypropylene or,StainlessiSteel);�Compression Fittings or Electrofusiort
ALL PUMP CONNECTIONS
Pumps located more than 3 perpendicular to or run Iongifudinally along'the`building for more than 3`shall,have a
cleanout installed and the pipe,s6all:be,transitioned to 6"SDR;35;pipe:fo�connection^into the pumpstation.,
CLEAN OUTS ARE'TO BE LOCATED NO MQRE THAN THREE FEET FROM THE FOUNDATION AND FOR
GRAVITY LA'TERQLS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 for
multiple cleanoutinstallation requirements).
CLEAN OUT CAP-REQUIREMENTS: 6" PVC Threaded Cags
7: BEDDING - Use Number'8 crushed stone.or Number Sifractured face aggregateNumber 8 stone backfill material
is to beplaced from 6'inches"below'.to�12 inc_hes above tfie pipe The trench should.be;a;minimum of 18:inches wide
(siz inches on 6oth sitles.of the pipe)_ "
8, Laterals.shall be'-installed no closer than 20`feet from waterwells unless PVC'pressure g�ade pipe isused 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 gasketeH
mechanical coupl{ng shall tie used. ;
10. Laterals�shall.terminateywithin 3.feet+of the building unless the conditions in item #3 aboye arermet. No glued pipe',
sliall be mstalled�,outside three;feet o(tiuilding foundation walls.
11. Additional info{maUon on District standards and specifications may tie obtained'from the DistricYs_office,during� - - --
business'Fiours of 8 OOa"m:io 4 30 p:m Monday_through;Friday:-All-Di'strict�standards can,tie located on our weti
. -_ __
site at http://www;ctiwd:o�g:-� —
� Glay Township!Regional`N/as4e'Disfrict 10701'College Avenue - Suite,A Indianapolis, Indiana 46280 '
10701 North College Avenue Suite A
Indianapblis, Intliana 46280
Phone,(317)=844'-9200 Faz(31:7)-844-9203 •
12. Septiceffluent sfialLnot be pumped out,into tlie sanitarysewer system. •
13. Contracfors shall,lay 14 gauge-solid wire the entire lengtfi of tfie:lateral. Wire is to be placed on top of.the.lateral.
The Dist'rict inspector will'verify placement of tfie?wi�e. Qfterinspection„bedding is'to',tie�placed:on iop.
14_ Alf exterio�s stNcturesand'piping�are;subject:to be tested;and/or'televised upon the'Districts discretion: Examples
of structures that<may be included are!manholes, grit interceptors, pump pits, grease interceptors,.eta Testing
requirementsa�e,to verify that alFstructures are watertight and that;they conform.to the Districts I/I Policy.
15. Call"liefore you.dig: IUPPS 1-800-382-5544;.48 hours prior to.digging.
Revised.02/21/201y��by TK
��
NOTE: CASTING SHALL BE INSTALLED SO 7HAT
iHEY DO NOT CONTACT iHE LATERAL OR MlNIMUM 1" & MAXIMUM 4"
LAiERAL CAP. CLEARANCE FROM TOP OF
20" VESTAL CASiING WIiH 12" LID, GAP TO BOTTOM OF CASIING
LETTERED "SEWER CLEANOUT" WIiH�
PENTAGONAL BOLT/LOCK iRACER N�RE
HDPE PIPE TO EXiEND 6° PVC C FINAL GRADE
MINIMUM 3" ABOVE STONE ����� , ��,.. . /���� / ��� � , ala
. � � \ - \�� \� �' � �. �• .
/. . .�%��.c%�/�/,�j /�/`�/ / / / / /
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20"0 FRATCO HDPE MElER PIT; Y� � � 6 CLEAR�,NC#E FROM TOP OF PIPE
7.2 LBS/FT, MIN. 3' DEEP OR EQUAL � //� T�fi�MINIMl1M STTO�NE
j �� 6" SDR35 PVC PIPE>
�� ��\ (6" X 6" X 6") TEE—Wl'E
, �� ���
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FL01
6° FROM TOP OF PIPE TO BOTTOM
OF METER PIT. CONTRACTOR SHALL •�����j�y��j����������n�����'���� 6" SEWER LAlERAL
NOT ALLOW METER PIT TO CONTACT
LATERAL/TEE—WYE CONCRETE CAP. CLEANOUT TYPE 3
(GRASS OR LANDSCAPE SURFACES
BEYOND THREE FEET OF BUILDING)
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° No. =
_� 19300219 ;�_
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT . �
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TYPE 3 CLEANOUT DETAIL '
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Date i2/O6/O6 _ _ _ FSIe,T:\6K�6366\001\DwGS\DETAIIS\IN—DTIS.DWG
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NOTE: CONCREiE APRON A�'D CASTING SHALL BE
INSTALLED $0 iHAT THEY DO NOT MININUM t" CLEARANCE FROM TOP OF
CONTACT 1HE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASi1NG.
NEENAH R-1976 OR EAST JORDAN 1578 1RACER WIRE
N�1H SEWER ON CASTING
6" PVC CAP FINAL GRADE
ali, ali, di, �,li,
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36" x 36° x 1D" CONCRETE � /���'���'������ �'
APRON WIiH fIBERMESH • � 6° PVC PIPE
REINFORCEMENT. • \�
' �� (6° X 6" X 6") iEE-WYE
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FLO ;
#8 STONE BELOW CONCREiE � , \����/�\�/��/\�\��\ ���\ ^�% 6" SEWER LAlERAL
APRON TO PREVEN7 CLEANOUT TYPE 2
SETTLING. EXIEND TO
UNDISNRBED EARTH. (HARDSCAPE SURFACES AND ALL OiHER INSTALLAiIONS
BEYOND 1HREE FEET OF BUILDING)
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT °�
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Schneider TYPE 2 CLEANOUT DETAIL ���� �a�
AEGIONA�WPS
Date 12%O6/O6 File 7';�6K�6366�OO1�DWGS�DET9iLS�IN—DTIS.DWG