HomeMy WebLinkAbout07090051 Sewer/Water Permit/ss -µ' - 3x sr-?x._ -.mot ? ?-?- ?-i'-.: ?:- s-. --?•a .r.. --? __ _
Regional WAVIOSte (strict
sidertial SANITARY. $EWEII,OE 1ilIT
€9T INDIVIDUAL LOT I EXISTING' BUILDINGS
'mit,Type.
V Final
bdivision
- Chateaux De'Moulin
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:tion Number:
.Station 02 Merldian.Corndor Station
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latment-Plant Mix
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ilder, Campbell Custom°Homes?
one:Number
rebl°Acreage
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U1n Gallons 310
roicesNbr ibex
EASE, NOTE'Iristallation'ofbuilding seweishall be pert[
trict'(see reverse) and any conditions noted Below: ,AII<ir
ten trench' phase acid befdre 6aAfilling with stone to two
ins, or other sources of grounit orstormwater, shall be,p
Lot Number GA,(rEi-plat of lot-6)
AddresssNurriber -'1'147.0
Street
--------------- Chateaui W
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city -
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Carmel
TJp;Code. __--__._.___-.-
.46032
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y
Count
--- Hamilton
Local SewerZhaige_
Plan'Review and Inspection -------------
Application Fee $100.00
EDU Fee $1 550'00
Interceptor Fee
FeesDue __-. -...................
$1,750:00
Tile
rl wlp.assume'no liability for drains'wfiich are:below the grade level,ot the nearest downstream manhvie:nui for
rats wfiich are eziended beneatfl`driveways or sidewalks. The permit holder (property owner developer or builder)
I be responsible for damages torlhe.DistficPsaewersystem. This includes damages to manholes, castings,
Inholelids and the like; caused by.constructionsactivity on,the building.site which -the sub- '663f this permit:
pectlohs`by the''Dislrictare,MANDATORY and shall .be;arranged:by-cc tachng+the Dist dct!s:ofhce.at844-9200'
hours in advance. All new'construction'will be:piaced on billing six,ir cnths aft4,connectign has been;mad'e or
en wateris"connected; whichever comes first.
e,:buildirrg hax USMH CDM4 CDWS DSMH
ease Trap' No Slab; Foundation, Yes, Lid Elevation' 1351.99 ft; 65-Z62R.
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-ft Interceptor No Crawl SPace No First Floor Elevation 859 00 ft 859 00 fl
•irider'Station No Basement -NclBasement+Etevaiion
Calculation is based an both manhole 1adEieGations and the'elevation'cf the First Floor ' 7.01 F-
r Ordinance 9-13=99 ahd the'ele--vations-prdvided,'the substructure shall'.be plumbed by:. ,Not Applicable
;been ?made
6?.Thebistricl.reserves Ihe?_right to inspect-a I sump,pumo connections :lo'ensureno,illegafconnecfws,have
s
Manholes shall rerriain accessible,aiall times. Buried manholes will'be corrected by the DeveloperlQwner.
Conditional Permit Terms:
Ail conditions, have ,been met. Connectionto'theisanitary„sewer is'.now permitted.
? "Gl
3y signing below,.1 altest'that I'am.femiliaf wdh thd;Distrrc s s ealions and agree to, accept responsibility fw al_6work-done under This permit:
3udder,lyOwner Signature ! ,.: " Phone Number
Printed Name L r 2? C
r?
Permit'.Date9b1Al2007
Approved 'y
(v-n J+Eeliner, OiredorolAnm lnlSUa[ion 6-Casfomer Service
vised 726la7 Permkr,S valid for ONE-YEAR(Tom:hie`dateJssued.,Permit vali&only with-CTRVUQ seal'in red ink
SUMMARY'OF LATERAL INSTALLATION REQUIREMENTS.
9 All:houses buildings etc'.i" hall cdnnect to4he District's sanitary sewer system'within.99 'days of noticeproyidi
seeris-withrh'ko-feet.fdr Hamilton County.or f00 feet for'Boone County, ofthe property line, Only one.builtfing'
conneclao 6 a sewer main"per IateraFUnless ofhervuis"e_approved'byJhe,District.
2., No-foundation:or o'tner stormn?vlater drains shall be-interconnected to the:sewerlateral ,installed and connected
the District's sanitary sewer..
3 _- -The.exlsting:,sewerline from the building to theswtlc4ank may onlype used if it Is located under,a budding
--- - addition, pAc, porch or paved driveway: Alrrtest.is required to show-,ifiacceptable-form-use: The property owne
shall bear the,cos_fof all testing TheaDistnct'inspector, must; be onsite'for the duration of the air Te`st..
45.-Thelownerorcontractor shall notify, the District prior to covering
inspection'toAetermine compliance vtiith'the District'sseweruse or
prior to the need for the.inspection. IftheFinspecbon'fails;and-a?sec
'sdefer scheduled inspection, or fails sto cancel inspection, an ad I d_ifi
prior to,the.time:of the follow up'.inspection.
+5., Propertyiowners are hereby adviselthat the;County Board:,of'H
private sewage disposal (sepfie) systems The,County Ordinance l
sewer, a septic tank "..:shall be!abandoned (pumped clean) and fill
safe,andsanitary manner:"` Please.contaettheappropriate County
installed;lat,
nce. Such r
iinspection i
the operation and
the District can,ma
shall be made 24 h
or contractor is not
1ue. This must be,,l
6. Acceptable Pipe-Materials,
_PVC'PiPE: SDR.35aor SDR 26, ASTM D3034 SIX.INCH PIPE
PVC :PRESSURE RATED`PIPE,'. SDR 21, ASTM 02241; SIXJNCH PIPE
RFSTRAINED JOINT .PVC;PIt2E _(DIRECTIONAL,DRILL):'Yelcmine'SRD;21;,
ASTM;jD2241, SIX INCH PIPE (use;only perappr'oval of the DisC(0 Fngineer)
GASKETED JOINTS: ASTM.D3212
GASKETS:,'ASTM,F41
FITTINGS; SDR 26 or'better (NO femco's,alloiwed).
DUCTILE IRON MECHANICAL COUPLlNG WITH PROPER FITTINGS-
CLEAN OUTS°TO.BE.LOCATED NO:M'ORE THAN THREEFEETFROM THE
FOUNDATION AND NO,MORE.THAN 100 FEET APART.
T -Bedding Use'Number 8-crushed,stone or Nuniber?8`.fractured face%aggregate, Number 8istone`backfill materiz
be`plaoed from 8 inches'tielow to 12*inches`above'the pip6jhearench should be,a minimumof 18;incheswide inches on both 'sides:ofthe,pipe).
...
8 Laterals shall be instalked'no closerthan 20 feet yfrom water wells.,unless PVC:pressure grade pipe;'is.used.me
SDR 21 and ASTM 02241 Any proposed Installation requiring pressure pipe shalhbe=reviewed and accepted by
Distnctiand the Districts:engtneerprior to installation.
9. Wherela transition is%made betweeri;SDR 35`,pipe and pressure grade SDR 21 pipe, a.ductile'iron gasketed
mechanical coupling shali be`used.
10:.laterals,shallterminate within 3'feet of the building unless ;the-conditions In"item #3;above'are,me_t. No.gluec
shall bWinstalled'outsi a three feet of;huilding foundation walls:
1 t. Additional information on District:standards and specifications may be obtained from the District's office durin
business hours.oF$_ Oda m to,430p.m: Monday through Friday:>AllDistrict standards can.be,located on our web
at hitp.-ii `ctrwd orgl.
Clay Township Regional Waste gis6ict 1,070ti,college Avenue Suite A Indianapolis, Indiana 46280
12. Sepfic'effluenhshall not be pumped out,into1he;san'itarysewersystem.
13. 'The Distdct;shatl inspect ALL laterals. Please,call the District office,at.844.9200 24.hours'prior to timerof.
14 Contractors shall lay 14, gauge-solid wire the eh tire length of the lateral. Wire,is,fo be placed on top of the4atr
The District inspecior will verify placement of the wireAfter inspection, bedding is to be;placed on-top ,.
15. Call heforeyouu;dig. IUPPS' 1:-800-38275544, 48 hours prior todigging
Revised -7,
THEREFORE SUBJECT TO ANY STATEMENT OF FACTS
REVEALED BY EXAMINATION OF SCHEDULE "A" AND
SCHEDULE "B" OF A TITLE POLICY.
HOUSE DETAIL
NOT TO SCALE
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N89 4--56._E_.. - N89634 56 E
\\20,o 2 .44' L=22.22' DRIVE S6, 41
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-- 20' D.E. I
I I PROPOSED ® LOT I I F I I ?? 30 20 &U \ I I
25' r 24.67'
I POOL HOUSE 1 1 1 1 1 -? E. I I
120,802 I I 1 SQ.FT.t ec. - 20' D.E-1
1 n.r ' I 201.77 1 I (ACRES f 4 1 I I
w ?I 1-t? 1-20' ACCESS ESM'T.
1 I ® ° I
'- I I I EXISTING
Z I ° CONCRETE
SILT FENCE 1 1 ?F \ I DRIVE 1
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???diT P I I O `.; 1 SEE DETAIL
IC-4 /JElir I I ? T I N I.
1 S5-1 .ct' I I`1 ill 1
fir--30' R.D.E.
L S 89*34 56 W 104.78' N8 59 10,
578p6,2o 1 1
70' S 82'36'14" E 1
2• N83-01-
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45" W 93.16' _
1 h? ?0 S8 14, 6"W 108.84' -174.60'
1hL ??' 33.91'° 74.93 N7 ?2.
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IN
.„ „ i 6.65' S>s2,
I 0) 00 C.A D.E.D I C.A. „E„ 3?
I I N 15,284 sq.fL BOTTOM POOL ELEV. = 834.0 & D. E. N -
w NOT INCLUDED) NORMAL POOL (IELEV. = 842.5 12.798 sq.ft.
I I o ( 100 YEAR FLOOt9 ELEV. = 844.7 (NOT INCLUDED) N j
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N89'34'56"E z
1 uR Ste, I 10.43' ?j y 1
>> S2, N89'34'36"E 4 53,F 83.15" 11111111 S84'44'53"E 106.13' ? \
F 7ti'n 7.7 N81\5 20' Ii E.L. 20 E
6' g
3708 N 0025'04" ,t" N7 15.15'
32. ''8
S 89'34'56" W 416.27
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NORTH
GRAPHIC SCALE
0 25 50 100
SCALE : 1 " = 50'
SITE PLAN
JOB NO. B31852
LEGEND
® = PERMANENT SEED / SOD IMMEDIATELY
AFTER CONSTRUCTION
B.L. = BUILDING LINE
D.E. = DRAINAGE EASEMENT
C.A. & D.E. = COMMON AREA & DRAINAGE EASEMENT
D. & U.E. - DRAINAGE & UTILITY-EASEMENT
R.D.E. = REGULATED DRAINAGE EASEMENT
N.A.E. = NON ACCESS EASEMENT
DESCRIPTION
LOT NUMBER 5A IN THE PROPOSED PLAT OF THE REPLAT OF
LOTS 5 AND 6 IN THE PLAT OF CHATUEAX DE MOULIN
(THE REPLAT HAS NOT BEEN RECORDED)
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