HomeMy WebLinkAbout14050191 Sewer/Water Permit/s (2) Hamilton Co.,.IN - Property RepoRS Page 1 of 1
Hamiiton County, Indiana
Ownership, Transfers, Deductions & Credits
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The inforrnation available through this program is current as of May 28,2014.
This program allows you to view and print certain public records. Each report reflects information as of a specific date; so the
information provided by different reports may not match. All information has been derived from public records that are constantly
undergoing change and is not warranted for content or accuracy. It may not reFlect the current infortnation pertaining to the property of
interest.
County Parcel No: 17-14A7A3-11-012.000 State�Formatted Parcel Na.29-14-07-311-012.00OA18
Property Address: Deeded Owner:Inglenook Development LLC
22171RISH ROSE LN Owner Address:
Indianapolis,IN 46280 3419 RooseveltAve
Indianapolis, IN 46218
Legal Description:Acreage.09 Section 7,Township 17, Range 4 INGLENOOK Section 16 Lot 24 Irregular Shape
SectionlTownsh i p/Range:7/17/4
Subdivision Name: INGLENOOK
Subdivision Section: 18
Deeded Acres: 0.09
Political Township:Clay
Lot Number(s):24
Transfer History:
The Reco�ded Date might be due to a variety of changes; such as annexation, righFOf-way,split,or deed.
Recorded Date:8114/2013
Check the Transfer Historv Report for details.
Current Deductions and Credits:
See all Current Deductions and Credits for this property
Status of Homestead Verifcation Form:
Homestead Verification form was not submitted. If you are claiming a Homestead Credit,you must certiry your property to maintain
the deduction. Submit or Print this fortn
http://www2.hamiltoncounty.in.gov/appsheports/rptparcel info.asp?sparcelno=l 7140703 ll... 5/30/2014
• e � � , , a
107,OT N:College Avenue Suite A Indianapolis�, Indiana 46280 phone 317-844'-9200 fax 317-844-9203 www.ctnvd.org
Residential SAWITARY SEWER PERMIT 06725
Fermit Type e Final Subdivision, Inglenook
----- -------------- .------ ----- ------------------ -=�-==-''
P ) ______ _,_,___,___._._._________ NG24502010 Section Number ._. 1 B
ro'ect W0 E----- — -------_----------------_..
.,..-:-
Project Name . Inglenook Section 1A& 18 Lot Number 24
--—-- ----- ------ ----- ------- -_'— `-—=--__--"----—--"---_-
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Broject Developer Land Developmenf&'Building ;Addiess Num6er . pp�7
-------- ----- ------ ------ --=`-` ----`-----=--_-
�Lift Station . 01 Carmel Creek Station Address 2
--�--------- ----- -- ---- --------------------- - -"----=
_ _ ___ei WWTP Street Irish Rose Lane
TreaimenYPlant --- ------- __,. Ca�m- ,-`°:- --------------_--------------
_. _.
Pa►ce1 Acreage - Cit
------------------- ---'--- --'--- y --__----- --Garmel
---------------- ------
EDU in Gallons 310 Zip Code 46032
- :---------------------------------
County Hamilton
- ---- -----=- , ---- �=='---'-
'Local;Sewer Charge-District Contributiom- . - � glenook-Development LLC
._. -----�--� —_'�°-
PlartReview.andlnspection � � � -� � - :-?�== � � . ��
ui er -- ---��-_. --::-_ --.
-'------`-'°"----'` Phone Number 31�-255-5350
�Application Fee _ $950.00
. -._._:,-----�------- -------------�-- �------�---�--�
EDU�Fee $1;650.00� 'Owner
_
------ � - ---- . . .---- ,.,---- -----------------------------�
__.,
InterceptorFee Phone;Number
--- ---- _--- `-'-
Other Fees -------•
-- --_=-`------- =-`_`----
;_=:=--------------------------- Occu ant
Eees Due $1,800.00 p
----=--------------------------
Invoice Number Phone Number
PLEASE NOl,E,Installation of building sewershall:be per the specifications,of the Clay,T,ownship Regional'Waste
Distric4 (see'reversej.and a_ny conditions noted,below. All installations shall be'inspected�by District personnel during
open,trench" phase,and,beforebackfiiling with stone.to,twebe,inches,atiove the pip,e. NO.,footing or foundation
�_ .
drains, or other sources of ground or stormwater, sliall be.permitted'to enter the DistricYs";sanitary sewer system. The
Dist�ict will assume no liability for drains which are below the grade level of the.nearest downstream,manhole nor for
... . ,
late�als wfiich are eztended beneatfi'driveways or sidewalks. The permit holder.(property owne�; developer or,builde�)
will.be re"sponsibie for damages;,to:the DistricYs sewer sysfem, This includes damages,to mantioles;,castings,
manhole lids antl the like; caused by construction,activity on,the building site which is the subject of this permit.
_
Inspections�by the District�are'MANqATORY�and'shall be�arranged'by,contacting'the DistricYsroffice`at'+844-9200
..
24 hours in advance: All new'construction will be placed on billing twomonths after connection has"tieen made or
when,water is connected,whichever comestirst:
The,building�has� � Main�. ING8=1NG4
Grease Trap No Slab Foundation No
Grease:lntercepfor No CrawlSpace "No ManholelDs USMH ING-8 ING-4, DSMH.
.
=-- ---'----`-
Grit Interceptor � No Basement Yes Lid Elevation ?82 50 R 782 36�R�✓
' - ---- .. . .
Grinder Station No ` !
. ----. First��FloorElevation 78406(t�✓ 78406;ft�
. . � �� �----- - -�-— /
'Water_Ser.vice City of.Carmel _R,�e,,,e,,._F,e„�;:,,_ 7,74 52 ft_✓na.��in.J
Nl�9 b 101/1Z20 Pasinay
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SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All fiouses,buildings, etc., sfiall connect talhe DistricYs'sanitary sewersystem withiri 90 days of:notice proJiding a
,.
sewer,is within 300 feet.for'Hamilton County or100 feet for:Boone County of,the property line as defined through
Indiana Code (IC�13-26;52). Only one building may connect;to the�sewer main;per lateral unless otherwise
approved by the DistricL � ` °"
2. No foundation, Sump, Downspouts or other-storm water drains shall.be interconnected to District's:sanita.ry sewe�
as add�essed�through our I%I.Ordinance 12:08.08 and I/I Policy found.on ourwebsite at www.ctrwd.org.
3. Tfie ezisting�sewer line from the building to;the,,septiqtank'may�only be used'if it islocated�under a building
. �
addition, patio, porch or paJed d�iveway. Air test is requi�ed to show if acceptable fo�re-use. The property owner
sFiall bear the cost of all;testing, The District inspecto� mustbe onsite for tfie-du�ation ofrthe�air#est
-
4. The disirict shall inspect ALL IateFals. The owneror contracto[shall notify the DistricYprior to backfilling,tfie',installed
, _�_
lateral so the;District can'make an inspection`tadetermine oompliance with?4he Dist�ioYs seweruse ordinance.
p . � P il an inspector is on site. Final�connection�shall only be made under direct
..,
s�nt ervif o he cfiedu ed inspect on,laan inspecUOn fails and a,se'cond inspection is required o�the-contractor isnot
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fee of$100.00 will.be assessed and,must be paid prior to the time of,4he
follow up inspectiorr.
5. Property owners;are.heretiy advised that the County Board of„Health regulates tiie operation and:maintenance of
private sewage'disposaf(sep4ic)'systems. Tfie Counry Ordinance providesin part tliat, upon connecfion to a public
safe and;sanitary mannerr"' Fle abandoned (pumped clean) and,filled completely with;eaithen material orstone in a
not fyrthe department of thelabease contact tlie appropriate County Board of`Heal[h'for furtlier informationand to
andonment.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35':or SDR 26„ASTM Q3034, SIX INCH PIPE
_ _
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH.PIPE
EiESTRAINED JOINT PVC PIPE (DIRECTIQNAL DRILL): Yelomine SDR 21,
ASTM'.D2241, SIX INCH PIBE (use only per:approval of the:District Engineer)
GASKETED'JOINTS: ASTM D3212
GASKETS: ASTM:F.47.7
FITTINGS: SDR26'OR,BETTER ("FERNCO"OR.SIMILAR FLEXBLECOU_PLINGS TYPICALLY NOT ALLOWED)
� DUC.T,ILEJRON:MECHANIGAL.COUPLfNG WITH P.ROPER FITTINGS
PRIVATE GRINDER PUMPS AGCEPTABLE PIPE'MATERIAL`
' 7F CONNECTING;INTO A LOW PRESSURE FORCE MAIN=
CTRWD mu§t be contacted,for explanation of allowable pumps'and pump reguirements ''
7.25" HDPE"pR11 IPS (TYF.) connect'ions are to 6e�made with
(Polypropylene or$tainless;Steel),,;Compression Fittings o�Electrofusion
ALL PUMP GONNECTIONS
Pumps;locatedrmore,than 3'-perpendicularto?ot run'longitudinally:along tfie tiuilding tor more than 3' sfiall have a;
cleanout insfalled and the pipe shall be transitioned to 6" SDR 35 pipe for connection,into the pump §tatiorr.,
CLEAN OUTS ARE'TO'BE LOCATED NO:MORE THAN THREE FEET FROM THE FOUNDATION AND FOR
GRAVITY LATER9LS NO MORE TNAN 100 FEET APART,(pleasesee:Clean 0ut Details Type 2 and Type,3,for
m ultiPle�cleanouf.installation,re.quirements).
CLEAN OUT CAP REQUIREMENTS: 6" PVCThreaded Caps
7•; BEDDING- Use Number 8 crushedstone or Number 8 fractured face,aggregate Number.8 stone backfill.material
°
is'.to tie�placed,from 6 inches belbw to 12;inches above,the pipe.The trench sliould:be:a minimum of 18 inches wide
(six,incties an both sides of the pipe) .
8� he..D sltr ct alndtheSDisitr cHs engsne e prio 0 oe nstal ation9 r W g P esls�e p pe shall be.rev e edpand acce meeting
SDR 21 and ASTM D2241. An ro osetl installation re uinn pted.by
,
9. Where.a transition is made between SDR 35 pipe�and pressure g�ade SDR 21 pipe, a ductile iron gasketed
mechanical coupling shall be used'. �
10. Laterals shalfterminate within 3 feetof the,building unless tfie conditions in'item #3,above.are met. No,glued pipe
shall be installed outside th�ee feet of building:foundatibn walls..
11.:Additional information on,District standards and;specifications,maybe obtained=from the DistricYs office;during
„- -
busines`§hours of 8 OOa:m.�to 4:30 p.m. Mondaytlirough Friday: AII,District standards,can be.located on our web �
site;at fittp://www.ctnvd:org.
Clay Townsliip Regional Waste Disfrict 10701 Colleae Avenue-Suire a inr��a�a��i�� i;,,���.,� n��an