HomeMy WebLinkAbout07080190 SewerCITY OF C ARMEL / CLAY TOWNSHIP
WATER/ SEWER PERMIT! RECEIPT
\NbIANP ' -
PARCEL ID #: ZHEK86
LOT & SUBDIVISION: 86 HEATHER KNOLL
ADDRESS OF CONSTRUCTION: 2625 NEWINGTON LN WESTRELD, IN 46074
PAYMENT RECEIVED FROM:
Name: Mll HOMES OF INDIANA
CHECK #: 14757
EXCAVATOR INFORMATION:
Name: R.T. MOORE CO., INC.
Ph. #: (317) 291-1052 Fax #: Email:
Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268
Bond Expiration:
PERMITTYPE: USEWRWATR ; SEWLRjWATER PERMIT
Special NoteslConditions:
Permit #: 07080150
Date: 0812412007
LOT 86 HEATHER KNOLL WATER PERMIT.
'NO NOTES-
The building S Sewcr Shail be love sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe. meeting
ASTNT specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby pemtitted in wri€ing. The sewer
shall be installed in accordance with ASTM 2321 for live pipe and the uniform Plumbing Cade for the State of Indiana. All installations shall be
in strict compliance with pertinent City of Carmel ordinances. Back Watcr check valves shall be installed in accordance with City Code Section
9-122(x), and sections P3008.1 and -2 of the Internarional Residential Code. All building sewers shall be 6' diamctcr.
All installations shall be "open trench' inspected and approved by the Carmel Sewer Department before anv backfillina is done. Non
compliance may result in digging up the sewer installation andlor denial of future sewer permits andlor 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-
Sewer ins eaions should be re uested 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 cr contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S. OFFICE. If any street
mo sr he cot a senarate .sh eel cut. »ermit shall he ohtain nd.
APPLICANT NAME: R L GROCE
PAYMENT RECEIVED BY:-
FEES:
S1,396.00
CITY OF CARMEL
Item 1 cf 1
PERMIT RECEIPT
OPERATOR: twedd=ng
copy # . -
Sec:20 Twp:18 Rng:3 Sub:HEK Blk:2 Lot:86
PARCEL ID ........: ZHEK86
DATE ISSUED.......: 08/24/2007
RECEIPT #.........: 26101
REFERENCE ID # 07080150
SITE ADDRESS ..... : 2625 NEWINCTON LN
SUBDIVISION ..... : HEATHER KNOLL ?
CITY ............. : W?STFIELD
IMPACT AREA ...... .
OWNER ............ : M/I HOMES
ADDRESS .. ... ... .
CITY/STATE/ZIP ... : , IN
RECEIVED FROM .... : M/I '-TOMES OF INDIANA
CONTRACTOR ....... : LIC # XRTMOOR
COMPANY .......... : R.T. MOORS CO., INC.
ADDRESS .......... : 6340 LAPAS TRL
CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46268
TELEPHONE ........ : (317) 291-1052
FEE ID UNIT QUANTITY AMOUNT PD-TO=DT
- ---------- - THIS REC
--------- NEW UAL
----------
---------- ------------- --------
USFWATCONN FLAT RATE 1. -- -
00 1310.00 0.00 1310.00 0.00
UWATERTAP FLAT RATE 1. 00 86.00 0.00
---- ---- 86.00
---------- 0.00
----------
TOTAL PERMIT 1396.00 0.00 1396.00 0.00
METHOD OF PAYMENT AMOUNT
------- NUMBER
------------------
--- ----_-- -----
CHECK 1396.00 14757
TOTAL RECEIPT 1396.00
o . Rcgional Waste District
Residential SANITARY SEWER PERMIT
00219 INDIVIDUAL LOT I:EXISTING1@UIhDING,S
Permit'Type EiF4 Lot'Nuriiber,
36'
i§ubdivision Heather -knoll Address Number 2525;
:SectiowNumber
-- 2' ,Street
- - - - Nowiri ion.Ln
'Lift Station 23 126th Streef Station city
------- --- W stfield
- -------- -
Treatment Plant. MIX Zip Code
----------------- 4607,4;
builder-, Mrl Homes_ County Hamllfon
Phon&aNumber
---------------------
Parcel Acreage
El]U;in Gallons 310
Involce.Number
PLEASE,NOTE: Installationo6buildiing sewer?shall be!per tl
District (sea-reverse) and?'any'conditions noted below.. All it
"open trench" phase and before. backfilling with stone tc'twE
.drains; or other sources of ground or,storinwater, shall'.be p
Dlslrictwill assume:no hability'for-drains which are °below to
lateral`s which are extended beneath driveways or sidewalk.
will be resoonslbleafor damaees to the District's sewer,svste
Local Sewer.Charge
`Plan Review'antl:'Inspection - ,-
,Applicatlcul Fee - - - - $9Q0.00•
- --------
;EDU Fee $165D.00.
Interceptor Fee' }
Fees, ue $1.,754:00-
enter ttie,District`ssanitary sewer system. The
1el of the nearest downstream manhole nor for
nit,hgider-(property., owner, developer or, builder)
,ludesAamages to manholes, castings,
ng site which-,is the subject of this peFmit:
,Inspections by fhe'Distri_ct,are MANDATORY and'shall be arranged by-contadng.the District's office.at844-9200
;24 hoursJin advance. All new-construction will be_plaped an billing stzmonthsxafterconnection has been made or
wAen water Is', connected, whicnevercomes first,
The building has: USMH' HK=.729' 'HK-.7-2t3 DSMH
_ r
Grease Trap
. - No SlabrFoundation No LWElevation:'
-_ '-- --- 916.83 ft
- - 917,24 A
-'--
Grit interceptor No Crawl Space. INo First Floor,Elevakion
- 997.83 ft 917 83 ft,
i- .. ta. _tion
Grander S ..t
Y, Elevation _..
No basemen - e s : Basement
9D8.83 it
908 $3;ft'
Calculafion is dased.on boW Manhole Lid E=levations and the,elevatfon 6fdh9 F ifsi Flour OU U.59
P.erOral trance 9 13-99andthe.elevatlpns proutded; the:substrudure,shall'be plumbed _by Ejector. Pump
The"District`reserves"the righfto inspectlal€,sump.pumpxonnections'Wensure,no;illegal .'' connections have;6eerrmade.
Manholes; shall remain accessible at all limes.„Buned;manh Dles wdl be'correcied,by. he.DevetopedOwner.
Conditional' _Perm it terms:.
-All-coiiditioris Fiave,beenimet: Comectiowfd.thesanitary' sewer, is, now
61,signing,below. I attest that I am familiarwith the D?istr?mt'sspedPAc :bons and agree to aacce.pt responsibilityfor:ail'wotkdone undeithis permit:
Budder7rOwner Signature. .?y4.: Pt gne Number
PnnteddNafne.
Permit"Date 812112007
Approved By;
° _
Candy d Feltner, Drrector of AdnirnrsUatron:8-Cristwner Service
Revised 71261()7 Permitis.vahd?forbNE YEAR from,lheFdate issued. Permit valid only with CTRWb.seal,in red,ihk.
SUMMARY OF LATERAL INSTALLATiDN.REQUIREMENTS-
1c::All£houses;<6uildings, etc., shall connect to'.fne t]istnct'srsanitary-sewer system within;90 aays'cfdhotice providing a
sewer is;wit . n 300 feet-for Hamilton.COunly or, 100 feet for Boone County of the,'p-roperty;Iire..Only one building may
conned to the sewermain;per lateral unless,othennrise approved:by the.Dislrict
2.. No foundation orother?starm water -drains,shail be interconnectedju,the`sewer lateral Installed afid=finectcd_fo
the District's sanitary sewer.,
3 T h ) e e . e x i s t i r i q sewer line from'the_building,to the:septic;tank,may`only be used, i t s islecated undera.building
addlfion; patio; porch;orpavdd driveway„ Au,tes[:istraquired to show if:acceptabie;for re=use: The prcperty=dwner
shall bearthe cost?of:alLtesting. The District.inspector must be onslte far the duration of tte aiir tesf:
4. The owner orcontrklar-shall notify the ?iMrlctpnor to covering thsiinstalled'Iateral . so that the'District can make an
inspection to determine compliance with;the Districts sewer use ordinance Such nohfcation shall be'made 24 oar's
pricrA the need for the inspection If,tt e inspection fails-and a second inspection is required or contractor is nofon
site far scheduletl inspects ig or fadsao`cancel i_nspechony,an_additional?ee of S1Ot).OO,wrll 58 due! This must 'be paid
prior to the time?af th`e'iollaw,up inspection.
5 Properly owners are h6rehy advised thatdhe County Board of Health regulates?tle operation andui aintenance=of`
private sewage'disposaP(septicpsystems. ThiesGounty'Ordinance.provides`in'pad-that,.,upon connection to a,pUbk
sewer, aseptic :tank "..:shall be ahandoneflpumped:clean) _andililled-cempletelywilh eai-H en?material,or;stone in:a-
sa#e.,andsanita y`manner" .Please contact f e.appropriate County Board of Health for,furtter information-andlo nosily
the department o`t the abandonmant
fi- Acceptable.Pipe Materials;
PVC:PIPE, SDR435 orSDR•25. ASTM D3034„SIX''WCHPIPE.
PVG PRESSUOE RATED'PIPE`. SDR 214, ASTM D2241., SIX 1 PIPE,'
RESTRAINED:JOINT PVC PIPE (DIRECTIONAL DRILL):-Yelomine SRD 2;1;
ASTM D2241, SIX,INCH PIPE (use only per'approval°of',tlie Distridlzroiheer)
GASKETED-JOINTS`,ASTM D3212
GASKETS:vASTM F477
FITTINGS. SOR'2o orbetter.M #ernco's allowed)
DUCTILE IRON MECHANICAL" COUPLINGsWiTH PROPER,FITTINGS
CLEAN OUTS'TO BE COCATED NO MOREIHAN THREE FEET`FROM THE
FOUNDATION,AND NO, MOPE THAN,100:FEET,APART:
7 Bedding UseiNumber8 crushed stone or'Nu-mtie'F8 fractured face"aggregate Number 8 stone backfill,marelial is to
b- laced"fr"om fi'inches heloiv to 12`inches'above-the pipe -.The tro,cn should 6e a minimum of 18 `inches wide (siz
inches°on both'sides df the pipe)
lino closer than'20 feet,fromavater Urells unless PVC pressure grade:pfpe is.used meeting
Anypropcsed installation requiring,pressure pipe shall oe,_feviewed and accepted by the
9, ,Where'aarabsitii5n.:is'rnade:between SDR 35rpi_pe and pressure grade.SDW21'pipe;-a ductile iron'gasketed
mcchanical"coupling'shall.be used.
10_- Laterals sh-all terminatb,within 3 feet of Ihe'l uilding uuless,the conditions;in item #3 above are met. No glued pipe
...
shall be,installed outside three feet of,. iuilding,foundation Giallsy
the Districl's;office'lduring _
i be [ccated'on,ourweb sile,
:Clay Township Regional VVaste,DisOcG 10701' College-Avenue = Suite A Indianapolis; Indiana'46280,
125 Septic effluent shal6rfnl lbe.pumped cut into tli'e sanitary, sewer'syst6hi .
13.. The District-shalI inspect ALL laterals, Please call thetDistrictoffice at:844-920O`24 h6trs;pri00o'time of
141; Con Yraciorsshall lay, 44.gaugersolid wiretthe,entire,length of the lateml_ Wile isto'be placed-on tcp'of the"literal_
The?Distnd nspector will verify placemerii oiihe wira. Afte-r.inspection,,.bedding`is.to be,placed onitcp:
45. Call'before:you'dig JUPPS 1-800 382=5544, 48;hours pncntd digging,.
Revised:7124107
1
SceicJer
the 6chudder Corporation
8901 DUN dream
Historic Fort Harriwn
fodlnnepotlt, Indiana 48216-ID31
817-826-7100
317-826-7200 FIE
This Plot Plan Prepared For. MA Hanes
Lot # 66, containing 11,475 S.F.t, in
Heather Knoll
SecHan / 2
Instrument # 2006-00004470
PC 4 Slide 13
Clay To1I rolp,_ Hamilton County
SEC A T18N, ME
2625 NEWINGTON LANE ( 50' R/YQ
Westfield, IN 46074
Prepared Date:06/13/07: By. KAG
Community Restrictions:
Side Yard = 3' min.
Aggregate = 6' B.H.
Zoning - Si
M/I HOMES
Pad Grade = 917.1 per talc.
Pad Grade + 0.7 = Garage FFE (917.3 )
Geroge FFE + 0.5 = Residential FFE (917.83)
Residential FFE - 9.0 ' = Basement FFE' (908.83)
Driveway Slope = 2.5%
l Note:
sm-ying This drawing is based on construction plans or record i drawings,
Iwadscape Architecture and is not based upon o field survey. The Schneider Corporation
0 -US does not warrant the accuracy a sufficiency of this information.
Geotou Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately, faking to do
so results in the contractors assumption of all liability.
Plot Plan Legend
RM Proposed Grades
000.0 Existing Grades
?000.0 ? Contour Grade
# Approx. Lateral Location
- e Sanitary Sewer Lines
-ir k Storm Sewer Lines
- v - Water Service Lines
- - - - Sub-Surface Drain Lines
® Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
p End Section (storm)
Ak Fire Hydrant
Flow Line of swde
- Building Line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=916.83
Downstream Manhole, TC=917.24
per record dmg.
Note : The garage finished floc elevation _
-
is 0.9' above the curb at the drive, per
plci. -
GROUND COVER CALCULATIONS:
Drive = 862 SFt
Public Walk =344 SFt
Private Walk =N/A SF3
Seeding =6,105 SFi IDICAP
Sod =283 SYf, P
from front of residence.
IW
V 1011124 1/
PER RED
DRAWNG
Note The contractor is to maintain a
minimum distance of ten feet (10)
between the sanitary sewer and water
line laterals.
Note: Builder to ensure positive
drainage away from structure(s).
FLOOD HAZARD STATEMENT
CERTIFICATION
PER RECORD PER PLAN
NEWINGT(
iG91G23
PER RECORD
ROD. CURB
5 WALK
20' D.U.&S.S.E.
n 25' B.L.
m
Note
The bwenent devetim, depicted hereon, has been idetennined coal
based an the pad grades and/or eantoun takes from the
construction plans for this subdivision. Unim stated. no Information
about fluctuating water tatalm 9A conditions, a sou types has been
provided a stated an add plans. This lot is located new a body of
water. Lot or sou conditions may require that the basement floor
elevation be held 2 foot above normal pad dewtian. Ste
Investigation maybe needed R. eder.is. eneauntered;dahg the
excavation process or N other Mruwn water elevation or saes
conditions we present investigation and my rmmdid procedures is
at the &saetion of the builder to determine and tare appropriate
steps of action. It my ground eater is encountered dung excavation
the builder is encouraged to contact The Schneider corporation to
daass passible torso of adim.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED. pLO # pC
??
YDO7.0078ACO
THE UPSTREAM MH TC ELEVATION
SHALL BE NO LESS THAN 1'-O' BELOW
RESIDENTIAL F.F.E.
LANE ere
1? 6.01
4.0'
PUR $ i
916.4 PER
APRON
1W -° \
85.00' ti
36.0,
CONC
OPoVE 2Gtl
THREE CAR
GARAGE
t1.Y
O I I -SNAP BASELENT
+
O I
PU
MP
18. ' I
? I
m
I I tq
BRIDE!
FRMANSY
A
I
RESIDENCE
\ 16
0' I 16.17
\ .
\I
I 6r$
rr r
I1 a
vas -
v
4
916
z 916.4 .
^ I 51.3'
50.6'
J \ 1
an -
j
15'D.E.
C. A. #7
VAR. DU&S.S.E.&
LId.A.E.&P.I.E.E.
LAKE #3
N.P. = 911.50
100 YEAR ELEV = 914.36
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor LocationReport.
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to map scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rate
map (FIRM). ALL of the within described land DOES NOT LIE within that
special flood hazard zone 'A', as said land plots by scale on Community
Map Panel / 18057CO205F of the flood insurance rate maps (FIRM) far
Hamilton County, Indiana, Dated May 19, 1981.
0
0
Ln
IIn0I1
L?J
o?
I]
Assumed North
Scale : 1' = 30'
N/C REVI" i
REVISED FFE
TO MEET 1' RULE
8-21-07 SRN
z
4:1 SLOPE o A:1 SLOPE
TYPICAL SWALE SECTION
NOTE IN THE RESIDENTIAL DISTRICTS UMITING HEIGHT TO TWENTY-FlVE (25)
FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET
PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT
FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN
HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
-f-? (-