HomeMy WebLinkAbout07110176 Sewer/Water Permit/sCITY OF CARMEL
Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolan
COPY # 1
Sec:8 T'wp:17 Rng:3 Sub:WG2 Elk: Lot:3
PARCEL ID ........: ZWG23
DATE ISSUED.......: 11/30/2007
RECEIPT 4.........: 26900
REFERENCE ID 4 ...: 07110175
SITE ADDRESS .....: 10574 IRON HORSE L•N
SUBDIVISION ......: WINDSOR GROVE II
CITY .............: CARMEL
IMPACT AREA ......
OWNER ............: ZELLER CONSTRUCTION
ADDRESS 5450 WOODFIELD WAY
CITY/STATE/ZIP ...: CARMEL, IN 46033
RECEIVED FROM ....: ZELLER CONSTRUCTION
CONTRACTOR .......: LIC 4 XHICKEXC
COMPANY HICKORY EXCAVATING
ADDRESS .... 300^ S. CLARK
CITY/STATE/ZIP ...: COLFAX, IN 46035
TELEPHONE ........
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ---------- ---------- ----
---------- ------ ----------
USFWATCONN FLAT RATE 1.00 1396.00 0.00 1396.00 0.00
---------- ---------- ---------- ----
TOTAL PERMIT 1396.00 0.00 1396.00 0.00
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------ ------------------
CHECK 1396.00 3687
TOTAL RECEIPT 1396.00
CITY OF CARMEL / CLAY TOWNSHIP
i WATER / SEWER PERMIT / RECEIPT
JMJI}tiF,.' ,
PARCEL ID #: ZWG23
LOT & SUBDIVISION: 3 WINDSOR GROVE II
ADDRESS OF CONSTRUCTION: 10574 IRON HORSE LN CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: ZELLER CONSTRUCTION
CHECK #: 3687
EXCAVATOR INFORMATION:
Name: HICKORY EXCAVATING
Ph. #: Fax #: Email:
Street Address: 308 S. CLARK COLFAX, IN 46035
Bond Expiration:
PERMIT TYPE: USEWRWATR ; SEWERANATER PERMIT
Permit #: 07110175
Date: 11/30/2007
NUtesta.onmuurts:
LOT 3 WINDSOR GROVE, WATER PERMIT
' NO NOTES'
The buildinu & Sewer Shall be pvc sewer pipe meeting ASTNI specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting
ASTM specifications C-700 for extra streneth clay pipe of latest revision unless other materials are hereby permitted in writing. 'I he sewer
shall be installed in accordance with AS [NI 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be
in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-122(a). and sections P3008.1 and .2 of the international Residential Code. All building sewers shall be G' diameter.
All installations shall be "open trench- inspected and approved by th^ Carmel Sewer Department before an,, backtilline is done. Non-
compliance may result in diggine up the sewer installation and/or denial of (uturo sewer permits and/or denial of water connections.
No footing or foundation drains Or other sources of ground water or storm water shall be permitted to enter the public sewer.
Sever inspections should be requested at (317) 571-2648 one to four hours- in advance.
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street
must he cut_ a senirate street cut nerrnit shall he ohtained.
APPLICANT NAME: KATHY ZELLER
PAYMENT RECEIVED BY:
FEES:
$1,396.00
": - Regional Waste District.
RVbIUUHUdl S'ANITARY'SEWER'_PERMIT
00722 INDIVIDUAL,L077 EXISTING BUILDINGS
Peimit Type
---------- Final
------- ----------
Subdivision - WindsorGiove if
Sbetion Number 2
Lift Station
-------
-- 09 Towne Road Station
---
-
Treatment"Plant CTRWD WWT.P
----------- -
----------
Budder. -
Zeller
- _
Phone Number
,Parcel Acreage.
EDU.in„Gallons 310
Invoice Number
PLEAS E; N OTE: I
or
will'be
Inspections by,the District are,MANE
24.fiours in adVanee.-All new"conStrt
when water is:connected„whiichevel
"The
he, District's' office,a€'844-9200
connectiom.has'been made or
The building has:- USMH WG-166 WGa105, i?SMH
Grease Trap No Slab Foundation No Lid Elevation 892.93 fi 892 'ft
1-:
Grit` Interceptor, No Crawl,Space No First Floor'Elevation 89470fG 894;70 ft
Grinder Station _ No Basement - Yes Basement Elevation, 684 70 tla 884i7 - 0 , fl,
Cakuiahon is based on both Manhole LnY Ele-vakas_and the elevation of fhv;Flrsi Floor __1-77 . -_ 2 jol"
Per Ordinanca'9-13-99'and the.ele alions provided, t6e:sutisfructure shall be plumbedby: Ejector Pump
District reserveslheiight.to inspect,all suinppunip connedions to ensure'h6 llegal'connections--.h4Ve;been made:.
Manholes?shall'remaw accesslbleaf-all limes. Buried, manholes willlbe correctec!V the Developer/Owner.,
Condltf9nal,Perm itTerms: -
All'conditions have been.met.,Connection to thezsanitary sewer is
CT I?Jfo
By,signing_belaw„ attest' that Lam familiarwith 0e,Dist6a's spedfications and agree to eccep€resporsibillly' Wall-work ilone,underthis. permit..
8uilder'l Owner Signature jec_4?41 Phone Number
Prit?ledName /(?'C_J41 I Le /I L'-
Approved' By Permit Date,. 1113012007
Cand !ne ra mn;d Customer Servj?e;
Lot,Number- 3
Address,Number- 1057-4;
Street Iron•Hcrse En-
City
---------- -------. Carmel
.- -.-, _
"Zip Code _ •46037
_
Cauri
_ ?'_ '
Hamilton _
-- . ------ .- ----
FeessDue ........... _ sl i5o:00
Local "Sewer Charge.
Plan Review and Inspection-. - I -
--
----------- ------
Application. Fee $lQo.: o
EDU Fee $1;550 00
--------------------
InterceptorFee .--- -- _ of building sewer slhall`be,pe-r the spec,ifications.of the
y conditions,noled below. AII';installations shall be ins
nre backflling'with stone to twelve inches above.the,p
round or storrnwater, shall`.be permitted to enterlhie Di
Ow drains wh &c arebelow-the grade level'dthe ne<
on
Revised n 6io7, Permil'ts valid'for`ONE'YEAR from the date issued, Pemiit valid_only with'CTRWD,seal,in!risd,ink.
.
SUMMARY"OF LATERAL INSTALLATION RF=QUIRI=MENTS
1e All houses, buildings, etc;,,shall canned to the'Distdcts sanitary sewer.;.:system with in.90,days of notice proViding a
sewer'iswithin5300 feet focHamilton County or 100 feetforBoone Count y,ofricl;the.proper1y line, Only, orie,burldirig may
connect to the sewer-main pe'r lateral unless otherwise approved by the,Dist.
4 The owner orco_ntract&,si all'not!iyihe District prior, to covering the installed"lateral-so,thal
tnspectioA to determine compliance with the Districts sewer'use ordinance Such notification
'pnor to the need:f6f the inspection._ If the inspec{lon,fails and:a second,inspeclion is required
.site for`scli"eduled inspection, or fails';to cancel, inspection, an.addittonal fee of-$I 00.OOwill:be
prior to the time "of the follow,up inspection,,,
56 Property owners,are,hereby advised that the'County'Board of Health regulates the_cperatiomanct maintenanc
private/sewage disposal (septic) systems ; The'Courity Ordinance:prcOdes in part thal;'upen connectian'to'A put
seweri'a septic tank" shallbe abandoned (pumped clean)'and flied completely with earthen mate rial:of stone t
sate nndsa'nitarvr manner' Please'contaci the-aooropriaff County. Board of Health: for further:mfarmation and,to
6:. Acceptable:Pipe Materials
PVC PIPE: SDR°35,or SDR M,ASTM'D3D34; SIX,INCH'PIP,E
PVC PRESSURErRATED-PIPE SDR;21 ASTM"p224, SIXINCH,PtPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL; DRILL): Yelomine SRD 21„
ASTM D2241, SIX INCH PIPE•(use-,onlypecapproval o6the DistrictjEngineer)
GASKETED,JOINTS: ASTM„D3212
GASKETS: ASTM;F.477
FHTINGS SDR,26 or better (NO"femco s.ahowed)
DUCTILE IRON MECHANICAL COUPLING WITH PROPERrFITTwGS-
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
- .
HDPE DR1',i with.Compression. Fittings, Mechanical or'Eleclrcfused Joints
CLEAN OUTS'TO BE-LOCATED NO MORE-THAN-THREE"FEET'FROM THE
FOUNDATION AND.FCR GRAV,ITY'LATERAL=S NO MORE-THAN 100 FEET'APART.
7. Bedding Use, N'umber',crushed'stone or Number 8fr?ctured face,aggregate: Number 8 stone;backfll material i'sito
beolaced,fromc6'inches below_lc 12inc1%es abo_u_.e the,ps e. The trerich`should tie,a minimum of 18 inches wide (six.
,inches?on;boW sides of the pipe)
8: Cateralsshall be installed no closer Wan 20 feet from water, wells unless.PVC,pressure"grade pipevis used'meeting
SDR-,2:1 and ASTM 152241 Any proposed installation,requiFing,pressure pipe.shall be.reviewed and accepted',bytt e;
District and ttSe Disthct's erigineerpriorto,inskallafion.. -
9:= Wh'e{eia,transition'i`s,-made between; SD R-36 pipe and pressure grade SDR-21 pipe, a ductile: iron °gasketed,
mechanical coupling shall be used."
10, Laterals:shall'terminate within .3'feet`of;the.building unless the conditions` n'item #3 above,are met. No;gliied,pipe
shall be"installed'outside;three?feet of:,buildmg foundation wails.
11 Additional Information on District standards and speclflcahons'may tierobtained from the. Dislnct.sroffice during
business hours of k00a.m.-to?4.30 porn Monday through Friday. All bi'strictstandards",can In e.located on our web site
oaf httpE/lwViw:clrwd,org/.
polis;.lndiana 46280
QlaytTownship Regional Waste.District)°10701.College,Avenue -,Suite ,A Indiana
12:; Septie efflueril shall'noi be pumped, out t6 the santary-sewer system:
13:, The Dlsti•ictishall insp,act ALL laterals `Please'call the DistricYoffice at 844.9200:24 hours'priorto time of
14. Contactors;shall lay 14 gauge solid wire the entire length of the lateral. Wire is to'beplaced.on top of'thelateral.
The Dislrictrnspector - _yerify placemeit of the.wi'e Afterinspection; bedding ,fs to-be placed on top
15.,Callbefare you. dig WPPS 1'800:382 5544, 48 hours prior to digging„
Revised 10!09/07
2% No foundation or other storm water-drains:shall.be'inierconnected.to t_hE3 4ewerlateral installed and-connected.to
the District's sanitary seweP.
LA" Group ,
00.0 PROPOSED CRAPE PER PLAN
00.0 EXISTING CRAPE REC. DWG.
GROUND WATER FLOW
SLY SANITARY SEWER LINE
snr m- STCRfd. SEVER LINE
W47ER LINE
__-__________ EASEMENT LINE
- - -- BUILDING SETBACK LINE
Qrrn
S(CRM SIR. 1615) ____
INV.-890.56 yp' R.C?.&U.? \
PEP REC. DWG, -_ _- - C
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GARAGE
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S?R.63
LOCATION OF UTILITY THIS PLOT PLAN WAS
LATERALS ON PLOT PLAN PREPARED BASED ON
ARE GENERAL LOCATIONS INFORMATION TAKEN FROM
PER PLAN AND SHOULD BE RECORD PLATS, SUBDIVISION
VERFIED IN THE PEI-C. PLAN'S, RECORD DRA'WNGS
AND PLANS PRCl9CEU BY
CLIENT. IT 15 THE
RESPONSIBILITY OF THE
NOTE
BUILDER TO ENSURE POSITIVE CONTRACTOR TO VERIFY SITE
FLOW AWAY FROM CONDITIONS PRIOR TO
STRUCTURE. CONSTRUCTION AND NOTIFY
THE S E A GROUP LLC OF
ANY DISCRE?ANCIES.
N OTE
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
PAIMMUM SETBACKS
MIN. SIDE YARD = 10 Feet
MIN REAR YARD = 20 Eeel
A"G.= 30 E=et
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C.RIVE \ 422
PER REC. CWS.
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3.19'
arty Description:
lumber 3 in Windsor Grove II an Addition in Hamilton County, Indiana, as per plat
Iof recorded as Instrument Number 200600068094 found in the Office of the
Irder of Hamilton County, Indiana.
Prepared For:
PLM PLAN
ile: 1'•=30'
te: Nov. 29, 2007
:rewn byr DJR
Revised:
ZeNer Construction
Residence
10574 Iron Horse Lane
No.
* LS20200083
+ STATE OF