HomeMy WebLinkAbout07080121 SewerCITY OF CARMEL
1 of 1
PERMIT RECEIPT
OPERATOR: twedding
COPY # : 1
Sec: Tim: Rng: Sub:B62 Elk: Loc:456
PARCEL ID ........: Z262456
DATE ISSUED.......: 08/22/2007
RECEIPT #.........: 26088
REFERENCE ID # ...: 07080120
SITE ADDRESS .....: 2184 TROWBRIDGE HIGH ST
SUBDIVISION ......: VILLAGE OF WESTCLAY
CITY .............: CARMEL
IMPACT AREA ......
OWNER ............: SHAFFER ENTERPRISES
ADDRESS ..........: P.O. BOX 374
CITY/STATE/ZIP ...: ZIONSVILLE, IN 46077
RECEIVED FROM ....: SHAFFER ENTERPRISES
CONTRACTOR .......: LIC # XELITEX
COMPANY ........... ELITE EXCAVATING
ADDRESS ..........: 12413 BROOKS CROSSING
CITY/STATE/ZIP ...: FISHERS, IN 46038
TELEPHONE ......... (317) 841-8951
ID UNIT QUANTITY AMOUNT PD-TO-DT
---- ------- ---------- ---------- ----------
:ONN FLAT RATE 1.00 1310.00 0.00
TAP FLAT RATE 1.00 86.00 0.00
---------- ----------
PERMIT 1396.00 0.00
OF PAYMENT AMOUNT NUMBER
----------- ------------ ------------------
1396.00 16207
?ECEIPT 1396.00
THIS REC NEW SAL
---------- ----------
1310.00 0.00
86.00 0.00
---------- ----------
1396.00 0.00
%. CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080120
WATER / SEWER PERMIT / RECEIPT Date: 08/22/2007
Mot!
..
ANP-
tCEL ID #: ZB62456
- & SUBDIVISION: 456 VILLAGE OF WESTCLAY
)RESS OF CONSTRUCTION: 2184 TROWBRIDGE HIGH ST CARMEL, IN 46032
WENT RECEIVED FROM:
te: SHAFFER ENTERPRISES
CHECK #: 16207
'AVATOR INFORMATION:
ie: ELITE EXCAVATING
1: (317) 841-8951 Fax #: Email:
at Address: 12413 BROOKS CROSSING FISHERS, IN 46038
d Expiration:
MIT TYPE: USEWRWATR ; SEWER/WATERPERMIT
:ial Notes/Conditions:
F 456 VILLAGE OF WESTCLAY
D NOTES'
wildine & Sewer Shall be five sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting
d specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer
be installed in accordance with .ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the Stale of Indiana. Ali installations shall be
ict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
'.(a), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter.
st-llations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilling is done. Non-
liance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections.
oting or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer,
inspections should be requested at (3 17) 571-2648 one to four hours in advance,
rpections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All
ers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street
ie cut. a separate street cut nermit shall he ohtairiM.
CANT NAME: RANDAL S. SHAFFER
ENT RECEIVED B . ?? ?%
.00
Regional Waste District
Residential SANITARY SEWER PERMIT
P0135 INDIVIDUAL LOT / EXISTING BUILDINGS
Permit Type Final Lot Number 456
Lift Station 19 Village of West Clay Station Address Number 2184
Treatment Plant MIX
Subdivision Village,of West Clay
Section Number 5001
Builder Shaffer Ent
Street Trowbridge High St
City Carmel
Zip Code 46032
County Hamilton
Parcel Acreage Plan Review and Inspection
Employees Application Fee $100.00
I.
Square Footage EDU Fee $1,650.00
EDU 310 Interceptor Fee
Invoice Number Fees Due $1,750.00
'EASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste
strict (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during
pen trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains,
other sources of ground or, stormwater, shall be permitted.to enter the District's' sanitary sewer system. The District
Il assume'no liability _for drains which are below the grade. level of the nearest' downstream manhole nor for laterals
iich are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be
ponsible for damages to the District's'sewer'system. This includes damages to manftoles, castings, manhole lids
dthe like, caused by construction activity on the building site which is the subject of this permit.
'pections by the District are MANDATORY and shall be'arranged by contacting the District's office at 844-9200
'hours'in advance. All,new construction will be placed on billing six months.after connection has been made or when
ter, is connected, whichever comes first.
Up VWC432 VW13431 bown
building has a: Grease'Trap No Slab Foundation No Lid Elevation .903.52 ft' 902.03 ft
Grit Interceptor No Crawl Space No First. Floor Elevation 906.50 ft. 906.50 ft
Grinder Station No Basement Yes- Basement Elevation 896.50 ft 896.50 ft
'Calcuialion is based on both Manhole Lid Elevations and the elevation of the. First Floor f_ 2.98 4.47
Irdinance9-13-99 and. the elevations provided, the substructure shall be plumbed by: xPlumbed' with Grinder Pump
Installed
he District reserves the right to inspectall sump pump connections to ensure no illegal connections have been made.
???-"""Manholes. shall remain accessible at all times. Buried manholes will be corrected by the Developer/,Owner.
Conditional' Permit Terms:
Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation
No Connection No NO CONNECTION to the sewer until further nofification.
Certificate of Insurance No Certificate of Insurance must be on file with CTRWD' listed as certificate holder.
Inspection Notice No 48 hours nofice before.work starts on manhole core drilling or cuts of active lines
Fees Paid No, All District fees will be paid in full.
Plan Review No
?rx'`Nq`
Approval pending Districts review of plans.
F511V
?
r
O?.
Other Permits No Copies of approved permits from appropriate county on c
ncies C
NoOccupancy No No occupancy until further notification
(
Fats, Oils & Grease No Fats, Oils and GreaseFacilities willabide by District stan
2rd
Manhole Core
_ "`vnJNAL'W
ping below, 1 attest that I am f miffar wit, the Distr?s"ecifica ions n agr to accept responsibility for all work done under this. permit.
-r / Owner Signatu Phone Number
Printed Nam
Permit.Date 8/112007
?6/07 Permit is valid for ONE-YEAR from the.date issued. Permit valid only with CTRWD seal in red ink.
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90:days of notice providir
sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building r
connect to the sewer main per lateral unless otherwise approved by the District.
2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected
the District's sanitary sewer.
3. The existing sewer line from the building to the septic tank may only be used if it is located under a building
'addition, patio, porch'orpaved driveway. Air test is required to show if acceptable for re-use. The property owne
shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral sb that the District can ma
inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 h
prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is no
site for scheduled inspection; cr fails to cancel inspection, an additional fee of $100.00 will be due., This must be
prior to the time of the follow up inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenanc
private sewage disposal (septic) systems. The County. Ordinance provides in part that, upon connection to a pul
'sewer, aseptic tank "...stiall be abandoned (pumped clean) and filled completely with earthen material or stone;
safe and sanitary manner." Please contact the appropriate County Board of Health for further information and tc
the department of the abandonment.
6. Acceptable Pipe. Materials:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GA:SKETED JOINTS:.ASTM D3212
GASKETS: ASTM F477
FITTINGS: SDR 26'or better (NO fernco's allowed)
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE
FOUNDATION AND NO MORE THAN 100 FEET APART.
7. Bedding.Use Number 8 crushed stone or Number8 fractured face aggregate. Number8 stone backfill mat
be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches wic
inches on both sides of the pipe)
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC.pressure grade pipe is used;,
SDk21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepter
District and the Districts engineer prior to installation. ,
9. Where a transition is made between SDR'35 pipe and pressure grade SDR 21 pipe, a ductile iron gaskete
mechanical coupling shall,be used.
10. Laterals shall terminate within .3 feet of the building unless the conditions in item #3 above are met. No c
shallbe installed outside three feet of building foundation walls.
11. Additional information on'District standards and specifications maybe obtained from the District's office i
business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our'
at http_:/Mrvw.ctrwd.org/.
Clay Township Regional Waste District 10701 College Avenue - Suite A Indianapolis, Indiana 46280
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours'prior to time d
14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is to be-placed on top of tt
The.District inspector will verify placement of the wire. After inspection, bedding is to be placed on top.
15. Call before you dig. IUPPS 1-800-382-5544, 48 hours, prior to digging
Ri
A° Group
nd Surveyors
'est Carmel Drive, Carmel, IN 46032
7.844.3333 F 317.844.3383
n/ww.seagroupllc.com
IT PLAN WAS
0 BASED ON
TION TAKEN FROM
PLATS, SUBDIVISION
lECORD DRAWINGS
ANS PROVIDED BY
T IS THE
IIBILITY OF THE
:TOR TO VERIFY SITE
NS PRIOR TO
ICTION AND NOTIFY
A GROUP LLC and
{ OF ANY
kNCIES.
LOCATION OF UTILITIES ON NOTE: (SECONDARY AREAS NOTE: PAD ELEVATION
PLOT PLAN ARE GENERAL - WESTCLAY) MAX. HEIGHT: SHOWN IS PER PLANS AND
LOCATIONS PER PLAN AND 35' ON LOTS 100' AND IS NOT THE AS-BUILT
SHOULD BE VERIFIED IN THE LARGER (TO EVE LINE) 30' ELEVATION.
FIELD. ON LESS THAN 100 MAX.
COVERAGE: 50%
I
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
1 OF UTILITY
S ON PLOT PLAN
ERAL LOCATIONS
N AND SHOULD BE
IN THE FIELD.
TO ENSURE POSITIVE
IAY FROM
RE.
BE PLACED BY
AS NEEDED.
BUILDER IS TO
;IDEYARD SWALE TO
SHOWN ON THIS
F BUILDER IS
TO ACHIEVE
DRAINAGE AWAY
tOPOSED
'RE, THE ENGINEER
E CONTACTED.
IS NOT TO DEVIATE
LADES SHOWN ON
1N WITHOUT THE
OF BOTH THE
2 AND BRENWICK.
.LEVATIONS AND
IDES DEPICTED ON
)T PLAN IS OPEN
IEW BY BRENWICK
'MENT. THE BUILDER
ONED_THAT.SAID
TION IS SUBJECT
IGE.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
G
3
LOCATION PER
ICT10N PLAN
S. CONFIRM BEFORE
iCTION OF 6"
f LATERAL AND
ERVICE LINE. ? T
DNCRETE APRON TO 1
XISTING ALLEY
N PAVEMENT LOT# 456
6,500 S. F.
IN STREETS FROM
LEAVING LOT TO BE
AT THE END OF
Y.
;E TO BE USED
EEDED TO KEEP
OF STREETS AND
iTORM SEWERS.
WATER TAP TO BE
:D WITH GRANULAR
TO WITHIN 10" OF
;URS.
=TAP ICE LA
TERAL
S AT CURB ARE
SS= SANITARY
1= SUBSURFACE
WATER
MINIMUM SETBACKS
= 3 Feel (S Feet Min. one sidel
= 20 Feet
I Feet
fi
J
S' MIN. 6" 18.3 i2' ALLEY
SAN. LAT. ESMT.
CONC.
DRI;r_ 905.1 1
GARAGE rro z
o FFE=905.1 I m
I J
18.00' I
-4.67
f
O
O
O I ?? N
- - -' N? - -- - m ESMT
I
o -1 FFE=896.5±
0
c m
o I U,
° O
1
0.67'
.
O
^'
F PROPOSED
m FRIA & MSY
RESIDENCE
FFE=906.5
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
00.0 PROPOSED GRADE
GROUND WATER F1
-sw sw - SANITARY SEWER
-sn rn - STORM SEWER UN
-1IIR •TM- WATER LINE
---------------- EASEMENT LINE
- - BUILDING SETBAO
? 1 _'•L
7 ?? P
IN o
a
ou iv
<n `- a
SAN
APPROX EDGE
12' ALLEY ESMT. r? OF PVMT.
SAN -? 6A
50.
APRON I
v
O o
TJ ? ? N
= o w a in
12.0' }
WALK
_TROWBRIDGE HIGH STREE_T_
? 902.36 40' R/W
-WIR I W W KR
ty Description:
nber 456 in Village of Westday, Section 5001, an Addition in Hamilton County,
, as per plat thereof recorded as Instrument Number 200500019934 found in the
f the Recorder of Hamilton County, Indiana.
PLOT PLAN
I"=20'
July 25, 2007
Drawn by DJR
ed:
Prepared For:
Shoffer Enterprises
of Indiana
Residence
2184 Trowbridge High Street
.No.-
LS20200083
STATE OF