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SANITARY SEWER CONNECTION APPLICATION
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
: IIAMILTON , COUNTY,• INDIANA
I A.
Data to be submitted by the
Owner/Engineer to:
Clay Township Regional
Waste District
P.O. Box 40638
,t
y
Indianapolis, IN 46240-0638
!t
Location: 10755.North
College
Phone: 844-9200
-- PART I -
GENERAL --
-
1.
Project Title: Windemere
ILocation:
z mile west Ditch Road on south side 106th Street
I 2.
Project Owner:_Windemere Corporation,
Steven A. Wilson,
President
Address: P.O. Box 649
Carmel, Indiana
46032 Phone: (317)
846-2555
3.
Engineer: Stoeppelwerth
aBd Associates, Inc.
Address: 9940 A7lisonville
Road, P.O. Box 509007
i
Tndiangpolis.
Phone: .(317) 849-593
Tndiana 4629n
I 4.
A site map showing location,
acreage and zoning is
attached?
'
.:' 3= yes
no
5.
Design Flow
r
Number of Units
j
1. Bdrm. apts
@ 192 gpd/unit =
gpd
!_
2 Bdrm. apts
@ 256 gpd/unit =
gpd
_ _
96_ Single family homes
@ 256 gpd/unit _
24576 gpd
Commerical Lots
@
and
'
Acres
@ =
Spa
`
Rn + Tnf-.pl AcrPngP
@ _
9Pa
(
@
gpd
@ =
and
i
TOTAL Average Flow
24576 gpd
i
Peaking factor 4.0
Peak Flow
gggn4 gpd
6. (a) Is throperty zoned for the intended use?
pZYes No
(b) If yes, what is the zoning class?
S=1
7. Project Description: BO Acres ± previously known as the Marion
County Horse Patrol bronerty, broposed for a total dQy_eTp nPnt of
96 ± single family residential lots' (See'atta h'd le&g11 aPGSrint
B. Construction Schedule:
Start Construction Spring 1991
Complete Construction er 199,
9. The Clay Township Regional Waste District Appli-
cation Fee made payable to the District is hereby
submitted is the amount of $ 975.00 as required
by or i ance.
Dec ber 9 . ' 1990
wne r Steven A. Wilson, President DaEe
There is sufficient sewer capacity and Wastewater Treat-
ment Plant Capacity for the proposed development and a Condi-
tional Permit to connect to the Clay Township Regional Waste
District (Primary)(Merdian Corridor) Project is hereby issue
With the following conditions as marked:
A• Conditions and Limitations Recommended by the
District for issuance of a Final Construction
Permit from the Indiana Department of
Environmental Management. (See Supplemental
Information Sheet).
B. "IV" Applicant's Development Project be approved_ by
the Carmel Plan Commission and/or such other
Board's, Agencies or Governmental Units having
Regulatory jurisdiction over said Project.
C•_ That connection of the Development Project to
..............
�the sewerage system will require a Sewer Service
Agreement between the Project Owner and the
District relating to the Construction and
/ installation of Public Sewers.
D. y That the Project owner pay all availability
charges and other fees imposed by the District
in connection with the Project which may include
costs incurred by the District for Engineering,
Accounting and/or Legal services.
!•N.
r
E• r - That the Applicant pursue the per-
mits necessary to allow the approvals and proceed with construction ofro�the projecect owner t
F. Other Conditions (See Attached)
Construction on any phase of the Project shall not
commence until all conditions of the Conditional Permit
are met and the District has issued a Final Permit.
Issued this day of 4aze, ep, 1 19p0
CLAY TOWNSHIP REGION STE DISTRICT
Marvin e
Utility Manager
M
:Project Title
PkRi II
F 330 IAC 3.1 CONSTRUCTION PERDIIT
' SANITARY SE14ER DESIGN SUMMY
Desf Rn Flow
tiumber of Units
1 Bdrm. opts. @ 102 gpd/unit
2 Bdrm. apts. @ 256 Rpd/unit
96 SinFle family to 256 gpd/unit
.homes
Commercial lots (� r
80f-• Total Acreage_ @ _
@ -
Total average flow
Peaking factor _ 4.0 Peak flow
Sec:c•r
7150 ft. 6-inch (on -site) PVC (sewer type)
ft. 10-inch
400 ft. 8-inch (off -site) PVC
ft.
7550 ft. Total length of sewer
I;pd
gpd
24157E gpd
FPd
FPEI
gpd
24,576
FPd
98,304 gpd
Ce {aiMi°l�f� Seal
No. 19358 _
= STATE OF
00,
••L�ONA
i The new sewer will be connected to an existing, 10 -inch diameter
sanitary sewer f!y on Crooked Stick Golf Course located on (relati-
ve to streets).
North side Spring MIll Run approximately 2750 LF west of Ditch Road and
Lift Station380 LF north of 106th Street
Type
Number of pumps (wet/dry well, submersible, wet -well mounted, etc.)
Capacity of 'pump gpm? 'TD11, RPM, IIP
Back-up power source
Average wet -well detention time
Audio/visual alarm with self-contained power supply or telemetry system
Force tnnin ft. of -inch (type)
Force main discharge elevation
Waste Treatment
Wastewater tientment will be provided by City of Carmel
Inspection/Maintenance
• C
•ryq•
Inspection during construction will be provided by clay Township Regional watt D;stric
and engineer _
xa �
Maintenance after completion will be,,provided by v To--h' P�0;
i a