HomeMy WebLinkAbout07120106 Sewer/Water Permit/sCITY OF CARMEL
Item I of I PERMIT RECEIPT OPERATOR: tidolan
COP`_' 4 1
Sec:28 Twp:18 Rng :03 Sub:V " Blk: Lot:&
PARCEL ID ZVT-P8
DATE ISSUED.......: 12/28/2007
RECEIPT 4.........: 27087
REFERENCE ID 4 07120105
SITE ADDRESS 13360 OLIVEWOOD CI
SUADIVISION ......: VILLAGE OF TOWNE POINTE, THE
CITY .............: CARMEL
IMPACT AREA ......
OWNER CLASSIC HOMES
ADDRESS 3568 CORSHAM CIRCLE
CITY/STATE/ZIP ...: CARMEL, IN 46032
RECEIVED FROM CLASSIC HOMES
CONTRACTOR ........ LIC 4 X_HAPVAL
COMPANY HAPPY VALLEY SAND
ADDRESS 4232 E. U.S. AWY 40
CITY/STATE/ZIP PLAINFIELD, IN 46165
TELEPHONE ........: (317) 839-6800
FEE_ ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- -------- ---------- -- -------- ---- -
USFWATCONN FLAT RATE 1.00 1395.00 0.00 1396.00 0.00
---------- ---------- ---------- ----------
TOTAL• PERMIT 1396.00 0 00 1396.00 0.00
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------ ------------------
CHECK 1396.00 21439
TOTAL RECEIPT 1396.00
s?. CITY OF CARMEL I CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
s
PARCEL ID #: ZVTP8
LOT & SUBDIVISION: 8 VILLAGE OF TOWNE POINTE, THE
ADDRESS OF CONSTRUCTION: 13360 OLNEWOOD Cl CARMEL: IN 46032
Permit #: 07120105
Date: 12128/2007
PAYMENT RECEIVED FROM:
Name: CLASSIC HOMES
CHECK #: 21439
EXCAVATOR INFORMATION:
Name: HAPPY VALLEY SAND
Ph. M (317) 839-6800 Fax #: Email:
Street Address: 4232 E U.S. HWY40 PLAINFIELD, IN 46168
Bond Expiration:
PERMIT TYPE: USEWRWATR SEWERIWATERPERMIT
Special Notes/Conditions:
LOT 8 VILLAGE OF TOWN POINT, WATER PERMIT
NO NOTES
'I he building & Scwcr Shall he pve sewer pipe meeting ASTM specifications 3033 SUR 35 of latest revision, or vitrified clay pipe, meeting
ASTM specificaii nns C-700 for extra strength clay pipe or latest revision unless other materials are herehy permitted in w-ritin e. Tho sewer
shall be installed in accordance with ASTM 2321 for pvc pipe and the I imlorm Plumbing Code for the State of Indiana. All installations shall be
in strict compliance with pertinent City of Carmei ordinances. Back Water check valves shall be installed in accordance rsitll City Code Section
4-122(a), and sections 113008. i and 2 of the International Residential Code- All building sewers shall be b" diameter.
411 installations shalt he "open Trencti" inspected and approved by the Carmel Sewer Department before am• backfilGne is done. Non-
compliance may result in digging up the sewer installation and/or denial of Future sewer permits ahd"Or denial of water connections.
No footing or foundation drains or other sources of ground water or stortn water shall be pernitted to enter the public sewer -
Sewer insneetions should be requested at (317) 571-2648 one to four hours in advance.
No inspections or installations will he made on Saturday or Sundav or holidays unless arrangements are made at least 23 hours in advance.; All
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY I;NGIN FFR'S OFFICE. If anclsaeet
must he cut a.semarale street au. permit shall he ohmined.
APPLICANT NAME: DILIP PATEL
PAYMENT RECEIVED BY:
FEES:
$1,396.00
Permit Type' Flt al
Subdrvisiorr village of Towne Pointe
Section Number
Lift Station 19 Villags of Wast Clay Station
Treatment Plant Mix
Builder, Classic Homes
Phone Number
317-839-6671.
-
------------------
Parcel Acteage,
EDU in,Gallons ----------- _______________310
_
Invoice Number
sewershall I
s noted beta
ng with;stotn
)fn1water sr
which}are f
p_
OF
61cleij
caused by_ci
t are MANDA
idesdamages'to'manholes, castings,
;site which is the subject of t6 hermit.
ontactiogA6,l7istridt's dffice at 844~9200
mths;after`conr ectidn has been made or
The building has: USMH VTP-69 VTP-59 DSMH
Grease.Trap
------ No
------ Slab Foundation NO Lid Elevation 902A., It
--__ --_ M2:02,ft
--
Gritlnterceptor No Crawl;Space
- No First Floor Elevation: 90520_ft 905 20 $
Grinder Station No Basement - Yes Basement Elevation 895.208 89520 ft
Calculation is based, on both ,Manhdle Lid Eievabons andShe. elevinion of the FirsL'FW, Ir ,3;•j $J
. _ - .- - € -_-._._
Per Ordinance 9-13-99 and the:elevatlons,0'dvided^[lie substructure shall `be plumbed by i Ejector'Pump Only
The Dislrictreserves the right-to inspect ail sump;pump connections'to,ensure,no,i[legal rcarinections have been made.
Manholes.shall remain.accessible at ;all times. Buried manholes wiltbeCorrected by the Devetgperiouiner
CdnditionaiPermftTerms:
All conditions have been met. Connection to'the sanitarv :sewer is`.now
YR.
By Signing below latlestahatl am familiar wdh the?0istdd sspeciflcadanssnd gree aac_ceptresponsibilit y fpr.all workdone,under thispermit
'Builder %Owner Signatura_ Phone Number , tai 7
.Printed Name
ApprovedBy?? Permit,6ate 1212812007
Carly J,Felteer, alredt cf Aofminishstba& Customer Service
Revised W2W07' Permit-is valid for ONE-YEAR,frgmahe dateiissued: Perrnil'.vaO only with CTRVW seaGin re&inkl
;Lot;Number
Addi.ess Number; 13360
Address:2
'Street
- _ Ollvewood Cir
__
-------
---------
'City --------- _-
_
Carmel.
Zip Code 46032,
County _____ __.___
_-,___ Hamilton
__.,._____--. ,.:.n.. _r.: _.
'L'ocal_Sewer,Charge Plan Review and Inspection
,Appilcation Fee $100.00
.E-DU Fees $1;850-.00
Interceptor Fee;
Fees:bue
Kesusentlai SANITARYISEWER PERMIT
00757 INDIVIDUAL,LOTL EXISTING,BUIL6IN6S
SUMMARY,OF'LATERAL INSTALLATION`REQUIREMENTS
1':- All house's,-
,sewer'is withih
n pert
by
2. Nc ioundaiion orolhensiorm waterdrains shall be inters innected to lhe'sewer lateral installed and connected to
,the District's sanitarysewer:
s'3.. Th''e existing sewer-line"from the building tothe,septic'tank -mayonty be`used if it is'located under abuil_ding
addition, patio,>porch'ors paved driveway: Airiest is.required1o-show if acceptable for re-use> The property owner
;shall bear the costiof all testing. The'District inspector must be onsite.for the duration of the air test:
14 . Tie owner or centracior:shall,notiiy'the District prior to-covering the installed lateral so that the District can make an
inspection 'to determine compliance with,the, Distrtct'sseweruse ordinance. Such notification stiall be made°•24 hours
,prior-to the need for the:anspecticn. if the inspection fails,and a second inspectiongs required, or contractor is<not'on
!site-for scheduled inspection, or fails tc cancel inspection,-an addiiionat'fee of $100.00 will be due .Ttiis must be paid
'prior to;the timaaof the follow -up inspection.
15. Property owners are hereby advised that the County,Board of Health regulatesthe operation ;and, main_tenanoe of
•privatesewage disposal (septi'c) systems The'County Ordinance provides in part that, upon connection toa public
sewer; a septic iarik _ .shall be abandoned (pumped cleari) and filled'completely_ivith earthen material,or stone`irita
rY u
safe artd'sanila inanne?." Please confact the appropfiate,C unty Board of,H - Ith for'further inforrr aton+and fo,not fy
6. Acceptable Pipe Materials
PVC: PIPE: SDR,35 or-SDW26, ASTM D3034; SIX INCH PIPE.
PVC'PRESSUR&RATED PIPE' SDR 21, ASTM02241, SIX INCH PIPE
Rrs-rRAiNEuJOINT'PVC PIPE.(DIRECTIONAL DRIL'L)?'Y6lorri'e SRD,2;1,
ASTM D2241i SIX INCH PIPE (use only per approval of:the District Engineer)
GASKETED JOINT& ASTIM D3212
GASKET&,ASTM F477
FITTINGS SDR 26 or:better (NO.fernco's-allowed)
DUCTILE IRON MECHANICAL COUPLING:.WITH PROPER. FITTINGS
PRIVATE'GRINDE,R PUMPS ACCEPTABL'EP„iPE MATERIAL:
HDPE DR 11 with CempressiowFittings', Mechanical or Eleclrofused Joints
PI-FAN OU7S TO BF'LOCATLD NO MORE THAN THRFFFEET`FROM THE
FOUNDATION ,;AD' FO R'. GRAVITY LATERAL'S NO(MORETHAN 100 FEET APART.
Z Bedding Use Number,8 crushed,stcne or Number'8'fractuted face?aggregate: Number 8 stone back fill material is tq
be placed.from°6einches below to 12'inches above'lhe:pipe. The rench.should beta minimum of 1,8 inches'wide:(six,
`inches'on both sides of the pipe)
8. Lateraisshall'be,installed9go closer;than 20 feet from water wells unless,PVC pressure grade; pipe!is used meeting
SDR 21 and,ASTM 02241. Any proposed.instaliation.requinng pressure pipe shall be reviewed and accepted by.the
Districtandilhe Distnct sengine-er prior to installation,
9 Where a transition is made'between.SDR 35 pipe'and,pressure grade SDR'2l pipe; a ductile iron gasketed
rnectiapical coupiingashaIf be used.
'10. L•aieralsshall'terminatewithin 3
shall.belnstalled 61sid'e4Firee'fe; t c
No;glued pipe
11. Additional.information'on,Distni t'standards and,specifications may be obtained from;the Di'strici?s office. during
business hours;of 8:00a:m. to.4 3t7 p.m. Monday through Fridaya All, District,standardscan be located on our web,site_
of http;//www ctrwd;orgl:
Clay Tbwnship,Regionaf Waste District 1076.1 college; Avenue: ',Suite A Indianapolis„Indiana 46230
12: Septic effluent`shall`not'be'pumped outinto'the sanitary sewer'systern.
13. The District.shall ih`sp6ct`AL-L laterals:: Please call the District`office'at844.9200,24 hours prior tor time of
14: Contractors`shall lay 14i6auge-sotidJ Wire:the'entire>length'of,the lateral., Wire is to be'ptaced;on top of the:lateral.
Tiie'Dis(nctinspecto[ will-verify placement.of the wire. Aneranspecl'ron, bedding is,to:be placed,on'top.
;45. Call before.you'dig. l,UPPSf1L_800-382-5544, 48 hoursrpriorto digging`. -
Revisedi0/09/07
00.0 PROPOSED CRADE PER PLAN
GRCUNC WATER FLCW
- SANITARY SEWER LINE
m-sv- SiORM SEWER LINE
WATER, LINE
------- ------ EAiEMFNT LINE
--- ?UILOING SETBACK LINE
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TC-901.13
ER PLAN` - -
INLET PF OTECTiOV
:'rty Description:
umber 8 in The Village of Towne Pointe, an Addition in Hamilton County, Indiana, as
lat thereof recorded as Instrument Number 200400010842 found in the Office of
--corder of Hamilton County, Indiana.
Prepared For
PLOT PLAN Classic Homes, Inc.
le: 1"=30' Drown by: DJR Residence
e: Dec. 27, 2007 Revised: 13360 OLNEW000 CIRCLE
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS, SUBOINSION
PLANS, RECORD DRAWINGS
AND PLANS PROVIDEC BY
CLIFN7_ IT IS THE
RESPONSIEILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE S E A CROUP LLC OF
ANY DISCREPANCIES.
NOTE:
SUMP I BE PLACE, BY
.
LOCATION 0= UTI! 17Y BUILDER AS NEEDED
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAIN AND SHOULD EE MMMUM SETBACKS
VERIFIED IN THE FIELD.
MIN SIDE YARD = 10 Feet
MIN REAP. YAP,, = 20 Feet
NOTE: ADa = 30 Feec
E'UILCER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
187.
SAN SIR;
TC=W12.
PER PLAN
No.
LS20200083
STATE OF
?IVMAI
irr?0 sURVi- %P