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LAND DESCRIPTION
VILLAGE OF WESTCLA Y
SECTION 6002
Part of the Southeast Quarter of Section 29, Township 18 North, Range 3 East of the
Second Principal Meridian, Clay Township, Hamilton County, Indiana, more
particularly described as follows:
BEGINNING at the Southeast Corner of said Southeast Quarter Section; thence
South 88 degrees 51 minutes 10 seconds West (Assumed Bearing) along the South
Line of said Southeast Quarter Section a distance of 1351.40 feet to the
Southeasterly corner of a tract of land as described in Instrument Number 8915090
in the Office of the Recorder of Hamilton County, Indiana (the following four (4)
described courses being along the Easterly boundary of said tract of land); (1)
thence North 01 degrees 08 minutes 50 seconds West a distance of 8.00 feet; (2)
thence North 52 degrees 30 minutes 24 seconds East a distance of 14.45 feet; (3)
thence North 22 degrees 52 minutes 44 seconds East a distance 'of 27.27 feet; (4)
thence North 00 degrees 36 minutes 26 seconds West a distance of 706.0~ feet;
thence North 89 degrees 23 minutes 34 seconds East a distance of 60.42 feet to a
curve having a radius of 25.00 feet, the radius point of which bears North 89 degrees
48 minutes 01 seconds East; thence Northeasterly along said curve an arc distance
of 39.27 feet to a point which bears North 00 degrees 11 minutes 59 seconds West
from said radius point; thence North 89 degrees 48 minutes 01 seconds East a
distance of 370.00 feet to a curve having a radius of 25.00 feet, the ~adius point of
which bears South 00 degrees 11 minutes 59 seconds East; thence Southeasterly
along said curve an arc distance of 39.27 feet to a point which bears North 89
degrees 48 minutes 01 seconds East from said radius point; thence South 00 degrees
11 minutes 59 seconds East, parallel with the East Line of the said Southeast
Quarter Section, a distance of 56.00 feet; thence North 89 degrees 48 minutes 01
seconds East a distance of 50.00 feet; thence North 00 degrees 11 minutes 59 seconds
West, parallel with the said East Line, a distance of 30.00 feet; thence North 89
degrees 48 minutes 01 seconds East a distance of 220.00 feet; thence South 00
degrees 11 minutes 59 seconds East, parallel with the said East Line, a distance of
34.00 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 50.00
feet to a curve having a radius of 25.00 feet, the radius point of which bears North
89 degrees 48 minutes 01 seconds East; thence Northeasterly along said curve an arc
distance of 39.27 feet to a point which bears North 00 degrees 11 minutes 59 seconds
West from said radius point; thence North 89 degrees 48 minutes 01 seconds East a
distance of 338.77 feet to a curve having a radius of 25.00 feet, the radius point of
which bears South 00 degrees 11 minutes 59 seconds East; thence Southeasterly
along said curve an arc distance of 39.27 feet to a point which bears North 89
degrees 48 minutes 01 seconds East from said radius point; thence North 89 degrees
48 minutes 01 seconds East a distance of 145.00 feet to the East Line of the said
Southeast Quarter Section; thence South 00 degrees 11 minutes 59 seconds East
along the said East Line a distance of 665.92 feet to the POINT OF BEGINNING,
containing 21.989 acres, more or less.
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VILLAGE OF WEST CLAY -6002
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the City of Carmel Utilities. Connection onto the existing main will
be made at the following location:
. 8" watermains will connect to the 12" main constructed within the Village of West Clay Section 6001
project.
Approval for the extension of water mains will be required from the Indiana Department of Environmental
Management, and all mains will be designed and installed in accordance with the Indianapolis Water rules and
regulations.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Eastern boundary of the site which will pump effluent via a force main into the existing
18" interceptor located in Springmill Road.
Two additional lift stations are proposed within the Village of West Clay to serve areas which cannot be served by
gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Farm
entrance. It will serve the Southern third of the project, and will pump North into the gravity system described
above. The station is temporary in nature, and will be taken off line upon extension of the interceptor proposed to
the South and East shown in the CTRWD's master plan.
The second station is also temporary, and is located along the project's Westernmost boundary near 126th Street.
The station will also pump to the gravity sewers to the East, and it serves the portion of the project located West of
Towne Road.
Proposed Section 6002 will connect to an existing main located on the north side of 126th Street at the existing lift
station location approximately 2,600 ft west of Towne Rd.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's
consultant and from the Indiana Department of Environmental Management.
3. Storm Sewer
The surface runoff on the site will be conveyed by a system of swales and pipes to a network of retention lakes
within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's
requirements, the retention lakes will provide storm water management control in order to restrict the discharge rates
onto the site's various outfall points. The discharge points for the site are as follows:
. Elliot Creek; which traverses the site along the Northern third, then crosses 131 st Street and leaves the site
just East of the existing 8.5 ,acre lake on the Perez parcel.
. Claridge Farms Legal Drain; which was sized per the County Surveyor's calculations, to accept a 146 acre
drainage area that lies within the boundary of the Village of West Clay. Connection onto the Claridge Farm
drain will be made at an existing 36" concrete pipe just South of the existing mound bordering the Perez
property, and will address drainage problems evident at that location.
. Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed
common area South of Claridge Farm entrance.
. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of
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