HomeMy WebLinkAbout07080078 Sewer Permit
Residential
.SANIT{LR,I( SEWER PERMIT
Oki §5 INDIVIDUAL LOT %; EXISTIN6136IL61NGS
Permit Type
----- Final
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Subdiaisio_n Long Rldge,Fstates
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Section Number 1
.Litt,Station 14 r:usGn 021 Station
Treatmenf.Plant
- CTW/VD WtNTP
- - -- -------------------- -
Buitder _pyli
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Phone,Number - 31757,52350
Percel:Acreage
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.EDU'in Gallonst j V 310
Invoice Number
E NbTE:. riIlationpf building sev
(see reverse). and any conditions n{
,ench " phase,and' before backfilling
or other-sources of eround orstorrn
Uistrict will assume.no,'llabillty,tordrains whlcn are
laterals which are extended beneath driveways or
will be responsible for damages to the 17islncl'sse
Lot. Number 44
Address Number -13692
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Streets Cummngttani Dr
City - Westfield
Zip Code- - - 46074
County
Local `Sewer CFia-rge
Plan Review and:Inspection
Applicat on.Fee" $1o6 oo
EDU;Fee $1;650,00
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Interceptor Fee --
Fees.1 ire $1,756.00
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peeifications of=the Clay Township Regional Waste
Ilat ions shall be in spected by District personnel during
mcheslabovs the pipe, Nt7 footing or.-. oundahon
the
bftice at•844-9200
li ts`bee"n made"or
The:build'tng has:i USIVI LRE-820A , :LRE-820 ;DSMH-
Grease'Trap No Slab Foundation No Lid.Elevation
----- 910[84-ft
---------- 910.7i ft
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Grit InterceptorNo Crawl;Sp3ce No First Floor El_evation 91'3.10ft -__-95310:ft
Grinder Station No' Basement Yes i3ase'ment'Elevation 903.30 ft "903.30 t
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Galculafion rs'pasedon b°fh:Manhole Ltd Elevation- -the eleyati. n- We First.Floor I '.2 26 E, 2;3]
Per ortlinance 9 13`-99;and the, elevafions;prcvidod; the substructure shall be plumbed by: Ejector Pumii Gravity
The District, reserves.the:right to.inspect'all "sump pum'p.connections to ensureino:illegal;conrieclions haverbeemmade:
?°i?- Manholes shal P: remain?accessible;ata111imes: Buried: manholes will, 6e;carrecfed.byithe DeveloperlOwner.
Conditional Permit Terrns:
Alliconditions,have,been met.. Connection.tothe sanitary sewer isr.now
By s9g"`ning,telow l.a€te"stlthat I am familiar with thz: J:4r t'1 ecificatlons and, agree tD accept responsibility - -all work done under this permit,
Bullderl.Owner Signature 1v Phone.Number
J ?.
Printed-Nama: `iy/
Permit Date 8I91200T
Re4isedr712sl67 Permii 1snralld for ONE-YEAR fro'' date issued. Permit:valid only with'CTRWD,seal in red ink..
SUMMARY OF LATERAL INSTALLATION.REQUIREMENTS
1. All:heuses, buildings, etc[,wshall,connect to4he'aistrictls sanitary,sewersystem'wiOin 90 days, of notice providing a
sewer 1s withirt300 feet,for,Hamitton County or,100;feetfcr;Boona -county of the;property 1ihe. Only one building may
copnect;to theisewer main.per.laterat:unless otherwise approved'by:the,District.
2 No foundation or other,storm'water,dra ns,shaaii be;interconnected to the,sewer lateral nstalled`and.connected to,
ihe;Dislr ,'s;sanitary sewer,
3:'The exishngase6ver linefrom the'buildmg Vthetseptictank,may ontyrbe used1f,f4is?located under a building
additidn, patio; porch or paved driveway.. Air.testis requited to stfow,it'-acceptable for re-use- The propertyowner
shallibear the-"costof a€Iaesting. 'The Dlstrictri'hspector'must,be onsite'for'the.duration of the.air test.
'6. "Acceptable,Pipe Materials:
PVC PIPE:.' SDR 35 or.SDR.26,.ASTM D3034, SIX,INCH-PIPE
PVC, &hSSLIRE RATED!P1PE 'SDR 21, ASTM D2241, SIX, JNCH'PIP;E
RESTRAINED:JOINT'PVC PIPE;(DIRECTIONAL-DR€LL-)' Ve[on)H SRD'21,
ASTM D2241, SIX INCH PIPE'(use'only perapproval'ef the Disfnct:Engineer)
6ASKETED,J0INTS:-ASTM D3212
GASKETSI,ASTM-F.477
FITTINGS[<:SDR'r26 or better (NO ferricd's,allbWad)
DUCTILE IRON MECHANICAL COUPLINGVVITH PROPER,FITTIN(iS
CLEAN' OUTS'TOBE LOCATED NO MORE;THAN THREE,FEETFROM'_THE-
FOUNDATfON.AND'NO MOREaTHAN 100 FEETAPART
7..8ed4irg Use, Number-8 crushed,stone;or.Numl fractured- face ,aggregate:.Numb er 8 stone tiacK511 material;i's,to.
be placed from,6;inches below fo 12: inches above the pipe. The'trench should be ,a minimum of 18 inches wide (six
inches on both sides of the pipe)
8. 'Laterats,shall'be installed'no closer`than=20 feeffrorn water wells unless PVC pressure g-rade,l useId meeting'
SDR'21 and ASTKD2241. Any'proposed, installationfrequiring pressure"pip'- shall be'reviewed!and accepted.by, the
District:and:the,District'siengineer-,prior?to,tnstallation:
9. Where a transition:ismade between-SDR-35?pipe.and pressure grade;SDR_ 21 pipe, a: ductile iron,gasketed
'.
mechanicalcoupfing?shall;be -used
10 Laterals shall terminate' with in Veet of thfe buildmg;untess the cbridilicns-in;item'#3`ahcve'are'sn6et Nb?glued;pipe'
shall tie installed outside three feet cf,building foundatl&wa[ls.
17 Aad4ional ihformahon or l standaids apd specifications may be obtained from the District's,6ffic
business,hoursrof;8-00a m to 430 p.m. ModayCthrough Friday, All'District'standards;ean tie'locatetl onto
at http!lwww ctrwd' orgl
Clay T' " snip'Ragienal,Waste District 107,01 Collegevenue- Smte,A Indianapolis, indiana 46280
12 Septic effluent,sha-11 not be pumped ;;out into lhe,sariita-ry sewer system
shaft inspecf,ALL laterals. Please call the Distnct officelat 844:9200 24 Hours prior to time`of
13. TIi2 Distract.
14. Contractors;sliall lay 14_gau4e=solid wire the, entire length of the lateral Wire is to be placed on top of the,laterd.
The.?istnct inspector will verify'placei t of the_ After inspection beddmg'is fo be'placed on tolp;llerl
15. Call before%you jig, IUP0S,1-800-382-5544, 48 hours,priorto digging.
Revised,7120167
n Pro e own
nvate a ge ers are hereby advised that the County Hoard of Health regulates`the operation and lnauitznance of
p disposal (septic) systems The County Ordinance provides in-pal that upon connection to ar"p'ublic
sewer,a septic tank shall t e al andoned (pumped clean) and filled completely with.earthen material or stoni;Jn:a
safe and'sanitary'manner Please'contact the appropriate County Board of Health forfuither information and'to rotily
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Lnve F S- 91 21
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2@&U&2 Il,l - m J
dote:
Minimum Front Yard - Variable
minimum Beaveen Residences - 6-
,joimum Rear Yard - 20'
"BASE HOUSE STANDARD FEATURES"
T FULL BASEMENT
{ 3 CAR SIDE ENTRY GARAGE
JI` BRICK 3 SIDES
PATIO
(2) 4X4 WINDOW WELLS & (1) 2X2
WINDOW WELL
"SELECTED FEATURES"
BRICK 4 SIDES
DECK 2'
(3) 2X2 WINDOW WELL
LOT # 44
14,249 SF
tD 910.5 PER PLAIt*
BUCKINGHAM, - ELEV 3C
LEFT HAND - Full Brick
FULL 13SMT - 9' Walls
3 CAR - Side Entry
Wd Deck '2' \-i1550.0 .5 u
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33.3'
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15' R.D.E.
STM INLET
TC=905.00
75
=Ft= ±1502 I
2
Flood Hazard Note:
Lot Number 44 lies within Flood Hazard Lone'YC' per the
soalad location on the Flood Insurance Rate tdaps for
Hamilton County. Indiana (Community panel #1605700205F,
dated February 19, 2003).
Note:
This drawing is based upon construction plans andlor record
dravdngs prepared by others and is not based upon a field survey.
COOK Consulting & Land Services, Cal p. does not warrant the
correctness or integrity of this information. The contractor/awner
should verity exisang conditions prior to construction, Any varying
rtelo conditions or any discrepancy with the mtOoraato con?lnad
hereon should be immediately reported to COOR Consulting & Land
Services, Corp.; [allure to do so would result in the denbac=orlawoors
assumption of liabilitV.
r®
G?'Cr??t!afi?firtg io?z (!c]C,C? ??"L?oC?C??g
C?) C? p Cud I" ?l ? ? O ?
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
SBB) 5912667 (765) 345-5943 ^.. FAX#'^(765) 345-5692
_ . _ cncrnr.rC
STM MH I
TC=910.40
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B = Z?
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®= Proposed Grade
= Drainage Flow
XX.X = Existing Grade
Note:
Contractor should verity she specific Bta"ation depicted
hereon with the approved construcdon Plans tar this
development. Also, Contractor should reference Ar"tecWtal
plans for foundation orfentaflon and dimensions.
Note:
The proposed construction grades. contours, and proposed stntiiur
elevations as depicted hereon are based upon information provided
upcn the approved construcdon documents prepared for this
development. Unless otherwise slated hereon, no information
pertaining to but not limited to, fluctuating water tables elevatinns,
soil types, and conditions within the building areas of this
davelapmenl have been provided and Ior referenced on said
documents. With the excavation of the proposed structure
foundations, certain care and observations should be made in raga
tc s,!ch conditions as soli types and fluctuatmg water tables. Dunn
the excavation process should any unsuitable soils ur ground weld
be witnessed. the builder shall be immediately nodrted for huthar
examination and consultation. Al the duildars discretion. addidona
construction techniques may be necessary to alleviate future
problems.
LONGRIDGE ESTATES
SECT)ON ONE
PC 3. SLIDE 729
1NSTR #200500063316
LOT # 44
13692 CUNNINGHAM DRNE
WESTFIELD, IN 46074
SAN MH 820
TC=910.71
PLOT