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10701 N.College Avenue Suite A Indianapolis, lndiana 46280 phone_317=844-9200 fax 317-844-9203 www.ctrwd.org
Residential' Si4F91TAiiX°SEWEFt PERMIT 06755
Permit;Type _ Final Subdivisiom
ProecYWO ------ ---- ------------ SectionNumbe -- -------- ---- --------
-----------
_ _
� ----—-------------------------'-=-.'- �---------------------------
Pro�ecYName 1ot.NumbeF . N/A
------------- ------- ------------ ----------=----°--`------`---'--
ProjecYDeveloper' __ AddressNumber. _ _ 1661
--- ----- -—--- --------- =-------_-----=--
Lift Station _ __ . 04 Springmill,Ridge�Station ,Address 2
------------------------------------- ----------------------- .-------=-
TreatmenLPlant MIX; Street West Main Street
-------------------- ------ ---- - -------------------------—------�
Parcef Acreage. 2;350 City Carmel
EDUinGallons ---- -------- ---- ----` 310 ZipCode ------- ------ - ----- - 46032
County Hamilton
- --------------- ' --- --__=_-:=
Local`Sewer Charge-D1st►ict Contribu4ion -
-------------'= Builder
Plan'Reviewand lns ----------------------------------
pe6tion
`'_---' '------------' Phone Num6er
Application Fee <$150:00
---------` ------- ---`---
` -`-— -- ------ - --------
EDU,Fee $1,650.00 Owner Bryant 6`Tasha Scott
- ----- - _
Interceptor Fee $Z 77000
- -----------=`-
------ - .-. ---, Phone:Number
OtherFees
-_- ---_--_ =--'`= ,
-------------=_----_°_=-------
-------------------------------- Occupant
Fees'bue $9,570.00
---------------------------'------
Invoice?Number , Phone'Number
PLEASE NOTE Jnstallation of building,sew`er shall be per the specifications of the�Clay;Township;Regional Waste.
District (see reverse)and anyconditions noted below. Ail installations shall:be inspected by Dist'rict personnel during
"open trench" phase.and before backfilling with stone to twelve incfies above the pipe. NO footing;or foundation
drains;,or other sources of;ground:or�stormwater; shall be permitted:to"enter the Di§tricYs sanita'ry'sewer;system. The
Districtwill assume no liability fordrains which are below 4Fie grade;level of the:nearest downstream manhole'no�'fot
laterals which are extended,beneath,driveways or sidewalks. The permitfiolder(property'owner, developerorbuilder)
will 6e responsible for damages to the District,s sewer system: This includes damages to manholes, castings,
inanfiole lids and the like;.caused by construction activityon the building si[ewhich is the subject of this permit:
Inspections by the,DistricYare'.MANDATORY and,shall bearranged'by contacting the DistricPs office at 844-9200
24,Hours.in;advance. All new construction will;be;placed on'billing twomonths after conneotion.has been.made;or
when water,is connected, whichevec'comes fiFst '
The'6uilding has: Low PressureFOrce MSLPFM-HC72C
Grease Trap ' No Slab Foundation No Mein
----- ---
Grease;lnteiceptor ,_ No,_ Crawl Space -Na ManholeJDs ,USMH, HC-12C DSMH
---`-'� -_"-"---=== .
Grit`Interceptor No Basement Yes Liil Elevation � 879.17 k
� --------`
--------------------
Grinder Station _No First Floor Elevation
_ . -----`- ----------
Water Service City of'Carmel, Basement Elevation BZ4 OO ft 874:00 ft
----=-- ==-`---`"----'
Calculation is based on both Manhole Lid Elevations and,the elevation o/the�Firsf Floor��
Per Ordinance�9-13-99'and;the elevations provided,.the substructure shall be plumtied by:; Low E►essure System
The Distiict wrrently:requires[hat an,181 inspection isperformed'and,a Ceitificate,of,Compliance isissuetl prior to
occupancvJ'sale of:a propeYrtti: Blease re'view attached I/I"PermiG '
anfioles shail remain`accessible at all tiines. Burietl inanholes will be corrected b the Develo edOwner.
he"pioper olass ofdeanout must be installed'every 100 feeYofiateral pipe measured;from�sewer main to stiucture
The terms of the conditional permit, if any,are IisEed below. . � o�`Np�ANq.�
� H�P. �- oy - .
n p �
.c y
. . . . . _ _ . .. _. �6
All condifions have been met.,Connection to the sanitary sewer is � � � d.
FORCE MAIN TO BE.INSTALLED. MUSTBE TESTED PRIOR TO CONNECTION. �
By signing tielow;�I,attesfthat bam;famllfa 'h -Dist�ict's��specifications and�agree to accept�responsibility for all work Coneunder this permit:
Builder/Owner Signature � Phone Number .3��.-S O'�-l{�']�'�
,
�- , S
Printed'Name ���p;,� ' . .p-�
AppfOVed By `� �'S n�'��� .���_
Ryan man, Disfnct �g„�e, �Permit`�ate� 6�`i7/261�
Permit is valid;fo ON ;YEAR fromShe date issued. Permitvalid only with CTRW D seal in red:ink.
SUMMARY OF LATERAL,INSTALLATION REQUIREMENTS
1. All'houses, buildings, etc., shall connect to the'DistricYs�sanitary„sewer.system within-90 days of notice providing a
sewer isEwithin 300'feet"for Hamilton Countybr100 feet for Boone County_of;the.property line as defined,througli
Indiana Gode (IC]3-26'.52). Onlyone builtling'may connect;to,the sewermain per:lateral unless otfierwise
approved by3he,District.
2. No foundation, Sump, Downspouts or othecstorm:water drains shall:be interconnected to DistricNs:sanita.ry seweF
as addressed th�ougli our I/I Ordinance'12!08:08 and I/I Policy found;on ourwebsite at www.ctrwd:org.
3 The existing sewerline from the building to'tfie septic.tank may only be used'iYit is.located'under abuilding
addition ,patio,,porch o[paved driveway. Ai�test is°reguired,to show'if acoeptable forre-use: The p�operty owner
shall bearthe cost of�all'testing� The`District inspectormust lie onsite for the duration of the air test
_
4. The distrid shall inspect ALL late[als.The ownei or contractorshall notify theDist�ict prior.to,backfilling the,installed,
lateral+so the District;oan make°an inspection'.:to'c]ete�mine compliancg:with the'Disf�icYs sewer use ordinance.
L2te�el Stubs��shall remain eapped until an inspector is on site.`.Einal connection.shall only be made.under�direct
supervision;of'a CTRWD inspector. If an inspection fails'antl a,second inspection is�equired•or the contractor'isinot
on site for the scFieduled'sinspection, a°fee`of$100.00 will be:assessed and must;be`paid prior to the,time of the
follow up.inspection.
5. Properry owners are hereby"advised that the 6ounty Board of Health regulates.the operation,and maintenance of
p�iGate,sewage disposal'(septic) systems Tfie;County Ordinance provides,in part that, upon connection to a public
sewer, a septic tank"...shall be.abandoned (pumped olean)and tilled completely,with earthen.material or stone in a
safe.and sanitary manner:" Please:contact,the appropYiate,County,Board of Health'fo�furtherinformation and'to
notify the'departinenf of the atiandonment
6. Acbeptable Pipe Materials:
PV,CPIPE:r SDR�35 orSDR�26, ASTM,D3034,°SIX"INCH PIFE '
PVC,PRESSURE'RATED PIPE: SDR 21„ASTM D2241, SIX INCH P.IPE
RESTRAINED,JOINT PVC PIPE;(DIRECTIONAL DRILG): Yelomine SDR 21',
ASTM D2241, SIX INCH PIPE (use only per approval of the qistrict Engineer)
GASKETED JOINTS: ASTM D3212
GASKETS:.ASTM F477
FITTINGS:SDR26 0B BETTER ("FERNCO" OR SIMILAR FLEXIBLE.COUPCINGS TYPICALLY NOT ALLOWED)
DUGTILE IRON:MECHANICAL COUPLING W.ITH PROPER'FITTINGS'
PRIVATE GRINDER PUMPS ACCEPTABLE'PIPE MATERIAL`�
IF CONNECTING INTQ'A LQW PRESSURE.FORCE,MAIN-
CTRWD musE6e contacted for explanation`,of'aliowable pumps and pump requirements
1.25" HDPEDRII IPS,(TYP.)connectionsare to be made with
--
(Polypropylene.or Stainless,Steel), Comp�ession_,Fittings;or.Eleotrofu5ion
ALL PUMP'CONNECTIONS
Pumps located more than 3' perpendicular to or�un.longitudinally along the;building for more;than 3' shall�have a
cleanout mstalleii and the pipe:shalfbe transitioned to 6" SDR°35 pipe'for connection.into the,pump:station.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THR,EE FEET FROM THE FOUNDATION AND FOR
GRQVISY�LATERALS Nq MORE TNAN 100 FEET APART'(please€see Clean Out Details Type;2;and Type 3 for
multiple'cleanout installation reguirements). ,
CLEAN.OUT GAP BEQUIREMENTS 6" PVC Threaded Caps
7. BEDDING - Use Numbe�S.crushed stone or Number8 fractured face•aggregate Nurritier&stone backfill material
is to:be;placed f�om 6 inches below to 12 inches abo4e:the pipe The;trench should 6e a minimum of ]B:,inches wide
(sizincFies;on both:sides of the pipe) �
8. Laterals shall.be:installed no closer tham20 feet from water wells unless PVC�pressure grade pipe is.used meeting
SDR 21 and ASTM D2241. An ro osed installation re uirin
q , Y p p __ q g,pressure pipe-shall;be:reviewed anil accepted by
; the DistricTand the Distric4's engineer priorto installation.
�9. Where a transition ismade between SDR 35 pipe'and'ptessure grade SDR 21 pipe, a ductile:iron gasketed
- ,� ,.-- -
mechanical;coupling shall be used.
10 Later'als 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. `
N AddiYional;information on'District standards and specifications may be obtained;from the DistncYs office'du�ing
busines's hours of8:00a:m. to 4:30 p:m. Monday through Fnday.,All Distriot_standards_can be.located on our web °
_ __—site.atfittp:/lwww:otrwd:org, -- -- ° " ""
CIay,Township 13egional Waste,District 10701 College;Avenue-;Suite�A`Indianapolis, Indiana46280
10701 Noitfi'Coilege Avenue Suite A
Iriilianapolis,;Indiana 46280,
Pfione (31,7)-844-9200 Fax`(317j-844-9203
12. Septiaeffluent sliall not tieipumped out intothe sanitary sevuer system..
13. Contractors shall 1ay14 gauge-solid wire�tfie entire length�of tlie late�al: Wire,isto'be,placed on.topfof the lateral'.
The District inspector will verify placement of the wi�e. Afterinspection, bedding is to be placed on top.
14, All exteriors structures and piping are su6ject to be tested and/or'televised-upon,therDistricts:tliscretion: Examples,
of:structures that!may'be included are manholes;griYinterceptors, pump pits, grease�interceptors, eto. Testing
requirements are to verity that alf structures are-watertight and that they:conform to{he Dist�icts I/I Folicy.
'15: Call;before,you dig. IUPPS`1-800=382t5544, 48'hours.p�ior to digging:
Revised 02/E7/2074 by Tk