HomeMy WebLinkAboutPacketPRIMARY PLAT DATA
FOR
WIIVDEMERE
Developer: Windemere Corporation
P.O. Box 649
Carmel, Indiana 46032
Engineer. Stoeppelwerth & Associates, Inc.
Consulting Engineers
9940 Allisonville Road
Indianapolis, Indiana 46250
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INTRODUCTION TO WINDEMERE
Windemere Corporation is the owner of the 81 acre parcel previously known as
the Indianapolis Horse Patrol. This parcel is located one half mile west of Ditch Road
on the south side of 106th Street. The present zoning is S-1 (Residential District) under
the Carmel/Clay Zoning Ordinance.
The present use of this parcel is agricultural. We are proposing to develop this
parcel into 97 single-family lots. Lot sizes will vary from 0.5 acre to 1.1 acres with an
overall density of 1.2 lots per acre. A large lake will serve the development from both
aesthetic and water retention aspects. The proposed development will be served by the
Indianapolis Water Company, Clay Township Regional Waste District, Indiana Bell,
Indianapolis Power & Light, and Indiana Gas Company. All utilities have been contacted
and are apprised of the development's current status.
TABLE OF CONTENTS
Introduction ...........:.................. .
Table of Contents .......................... .
Primary Plat Application and Variances ..............
Comprehensive Plan ........................ .
DOCDCorrespondence ...................... .
Streets ....................... .........
Drainage and Soils ............... . ......... .
Sanitary Sewer ............................ .
Utilities ................................ .
Services........ ........:................ .
Covenants and Restrictions .....................
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PRIMARY PLAT APPLICATION
AND VARIANCES
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APPLICATION FOR
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MARY' PLAT irORY"' REPLAT .:
PRI a
' DATE: J-inuary
' 18, 1991
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The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration
of structure, or any change in the use of land or structures requested by this application will comply " a
with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of
Carmel, Indiana _ 1980", adopted under the authority of Acts of 1979, Public Law 178 Sec. 1, et seq,
General Assembly of the State of Indiana, and all Acts amendatory thereto.
Name of Applicant: Steven A. Wilson, President Phone No.(317) 846-2555
Address of Application: P.O. Box 649, Carmel, Indiana 46032
Name of Owner: Windemere Corporation
Name of Subdivision: Wi ndemere
Phone No. (i 17) 846-2555
Legal Description: (To be typewritten on separate sheet and attached)
Area (in acres): 81.66 Number of Lots: 97. Length (in miles) of new
streets to be dedicated to public use: 1.6
Surveyor certifying plat: David J. Stoeppelwerth
Address: P.O. Box 509007, Indianapolis, IN Phone No. (317) 849-5935
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STATE OF INDIANA, COUNTY OF Hamilton , SS:
The undersigned having been duly sworn, upon oath says that the above information is true
and correct as he or she is informed and eli s.
SIGNATURE OF APPLICANT: Print: Steven A. Wilson, President
Subscribed and sworn to before me this L�� day of
My Commission Expires: SEA.
12/07/91
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5.1.10 Application for Primary Plat. Two (2) copies, or more if necessary, of the primary r
plat and of the construction plans together with supporting documents shall be submitted to the
Building Commissioner with this application and the application fee as indicated in Section 29.6 of the
Zoning Ordinance. These plans to be distributed to necessary authorities by applicant
FEE: $785.00 Received by:
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LAND DESCRIPTION
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Part of the North Half of Section 9, Township 17 North, Range 3 East of the Second Principal
Meridian, in Hamilton County, Indiana, more particularly described as follows:
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Beginning at the North Quarter corner of Section 9 (being marked by a Harrison monument);
thence North 89 degrees 26 minutes 27 seconds East along the North line of the Northeast
Quarter of said Section 9 a distance of 8.00 feet; thence South 21 degrees 46 minutes 29 seconds
West 21.62 feet to a point on the East line of the Northwest Quarter of said Section 9; thence
South 00 degrees 03 minutes 34 seconds West along the East line of said Northwest Quarter
2649.66 feet to the center of Section 9; thence South 89 degrees 25 minutes 02 seconds West
along the South line of said Northwest Quarter 1333.66 feet to the Southwest corner of the
Southeast Quarter of said Northwest Quarter of Section 9; thence North 00 degrees 07 minutes
00 seconds East along the West line of said Southeast Quarter Quarter Section 2670.24 feet
through the Northeast corner of said Southeast Quarter Quarter Section to the Northwest corner
of the Northeast Quarter of the Northwest Quarter of Section 9; thence North 89 degrees 26
minutes 27 seconds East along the North line of said Northwest Quarter Section 1330.98 feet
to the place of beginning; containing 81.66 acres, more or less, subject to highways, rights -of -
way, easements and restrictions of record.
metes\13540
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COMPREHENSIVE PLAN
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COMPREHENSIVE PLAN
On the 1985 "Comprehensive Plan Update - City of Carmel/Clay Township:,
Windemere is located in a general land use category entitled "Lower Intensity Residential
- Estate/Large Lot" defined as "Limited to open space and/or single-family residential
structures on parcels of land one acre or more."
At the time this comprehensive plan was adopted there was a lack of community
utilities such as sanitary sewers and watermain in this area. The S-1 Zoning requires
minimum one acre lots without public sanitary sewer and water, however, with these
services utilized a minimum lot size of 15,000 square feet is allowed. Sanitary sewer
and water is now available to this site and our lots range in size from 0.5 acre to 1.1
acres.
The proposed subdivision is bordered by 106th Street on the North and lies
between Ditch Road and' Towne Road. In this area, 106th Street is identified as a
Collector Street, per the Recommended Circulation Plan with a total proposed right-of-
way of 60 feet. This plat proposes dedicating 40 feet of right-of-way on the south side
of the centerline of 106th Street.
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DOCD CORRESPONDENCE
CONSULTING ENGINEERS
LAND SURVEYORS
R.M. Stoeppelwerih, PE, PIS • Darid J. Stoeppelwerth, PE, PLS a Curtis C. Huff, PLS • Dennis D. Olmstead, PLS • leffory W. Darling, PIS
January 18, 1991
Hamilton County Highway Department
1717 E. Pleasant Street
Noblesville, Indiana 46060
ATTENTION: Mr. Joe Hall
RE: Primary Plat
Windemere
Dear Mr. Hall:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision with
drainage calculations. Windemere is located on the south side of 106th Street between Ditch
Road and Towne Road and will consist of 97 single-family homes on 81.66 acres. The
interior streets are proposed to be 30 feet back-to-back of curb with the exception of the
divided entry area which will consist of two 24-foot wide drives.
Please send me a letter acknowledging your receipt of this plat and listing any questions or .
comments you may have concerning this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
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Curtis C. Huff, P.L.S.
Enclosure
13540HWY
9940 Allisomrgle Road • P.O. Boz 509007 • Indianapolk Indiana 46150 • (31 n 849.5935. 1.800-728.6911 • FAX. (317 849-5941
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DRAINAGE AND SOILS
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CONSULTING ENGINEERS
LAND-SURYEY0RS
R.M. Stoeppelwedh, PE, PLS • David I Stoeppelwedh, PE, PLS • Cudh C. Hutt, PLS • Dennis D. 01mstead, PLS • Jettory W. Darling, PIS
January 18, 1991
Mr. Kent Ward
Hamilton County Surveyors Office
942 Maple Avenue
Noblesville, Indiana 46060
ATTENTION: Mr. Steve Cash
RE: Primary Plat
Windemere
Dear Mr. Cash:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision with .
drainage calculations. Windemere is located on the south side of 106th Street between Ditch
Road and Towne Road and will consist of 97 single-family homes on 81.66 acres. Drainage
for this site will be accomplished by a combination of surface, drainage, storm sewers and a
retention pond.
We are proposing 6" diameter subsurface drains on both sides of the streets for the dual
purpose of draining the subgrade under the streets and providing an outlet for each lot.
Please review the plat and supporting data and send me a letter acknowledging your receipt
of this plat and addressing any questions or comments regarding this development.
Thank you for your.cooperation.
Very truly yours, :.
STOEPPELWERTH & ASSOCIATES, INC.
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Curtis C. Huff, P.L.S.
Enclosure
13540HCS
DRAINAGE SUMMARY
EXISTING CONDITIONS
The 81.66 acres that will become Windemere Subdivision is currently being used
for agricultural purposes.
The existing site can be divided into six (6) drainage basins. Basin 1, the largest
of these drainage basins, currently drains into Spring Mill Run. Basin 1, 3 and 4 combine
together and form a portion of the headwaters for Delaware Creek. Basin 5 currently
drains into an existing 15" RCP and then is conveyed to a retention pond in Summer
Lakes, a subdivision to the south. Basin 6 sheet drains onto an undeveloped property to
the east. The Area Map on Sheet 2 of the Primary Plat shows the outline of these
basins.
PROPOSED CONDITIONS
Of the 36.5 acres currently draining to the west and southwest, only 1.0 acres will
continue to sheet drain that direction. The remainder of that acreage will be collected
in storm sewers and routed to the proposed retention pond.
Of the 10.75 acres currently draining to the south toward Summer Lakes, only
3.4 acres will continue to drain that direction and will be directed to existing storm
sewers in Summer Lakes which were designed to collect this runoff. The remainder of
that acreage will be collected in our storm sewers and routed to the proposed retention
pond.
Of the 2.86 acres currently draining to the east, all of it will be collected in our
storm sewers and routed to the proposed retention pond.
CONSULTING ENGINEERS
LAND SURVEYORS
R.M. Stoeppelwerth, PE. PLS • David I Stoeppelwerth, PE, PLS • Curtis C. Hutt, PLS • Dennis D. Olmstead, PLS • Jellory W. Darling, PIS
January 18, 1991
Hamilton County Soil & Water Conservation District
925 Division Street
Noblesville, Indiana 46060
ATTENTION: John South
RE: Primary Plat
Windemere
Dear Mr. South:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. We are proposing to build 97 single-family homes on 81.66 acres. This development
is proposed to be served by sanitary sewer connecting to the existing lift station on Ditch
Road. The Indianapolis Water Company will provide the water service.
Please send us a letter acknowledging your receipt of this plat and listing any questions or
comments regarding this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
Curtis C. Huff, P.L.S.
Enclosure
13540SWC
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SOILS MAP
MI ''l1I 11 CROSBY 0 B <OOKSTON
Descriptions of map units
L Crosby-Brookston
Deep, nearly level, somewhat poorly drained and very
poorly drained, medium textured and moderately fine
textured soils that formed in a thin mantle of loess and
the underlying glacial till on uplands
This map unit is on upland till plains that are charac-
terized by swell and swale topography. These soils are
mostly nearly level. Along drainageways and on slight
rises, however, they are gently sloping or moderately
sloping. Some of the sons have short slopes. '
This map unit makes up about 59 percent of the county.
About 47 percent of the unit is Crosby sons, 38 percent is
Brookston sons, and 15 percent is soils of minor extent
The nearly level, somewhat poorbr drained Crosby sods
are on broad flats and slight rises. The nearly level, very
poorly drained Brookston soils are in depressional areas,
swales, and narrow drainageways (fig U
The soils of minor extent in this map unit are the well
drained Miami sorts, the somewhat poorly drained
Whitaker soils, the poorly drained Patton sons, and the
very poorly drained Houghton sons. Miami sons are on
knobs and breaks along dramageways. Whitaker sons are
on slight rises and are commonly near Patton sorts Patton
and Houghton soils are in low lying pockets and depres-
sions (fig 2).
Nearly all areas of this map unit are used for cultivated.,
crops. A few undrained areas are wooded or are in
pasture. The growing of cash grain crops and the raising
of hogs are the main farm enterprises. Wetness is the
main limitation to the use of this map unit for urban and
farm uses.
If adequately drained, this map unit has good potential
for cultivated crops. It has poor potential for urban
development because of wetness
Soil descriptions and potentials
Br—Brookston silty clay loam. This nearly level,
deep, very poorly drained soil is in broad depressions,
swales, and narrow drainageways on till plains. It is
ponded by runoff from higher adjacent areas. The
mapped areas are mostly oval shaped or fingerh'ke and
range from S to 250 acres in size.
• In a typical profile the surface layer is very dark gray-
ish brown and very dark gray silty clay loam about 11
inches thick. The subsoil extends to a depth of 58 inches
and is dark gray, gray, and grayish brown, mottled, firm
clay loam and loam. The substratum, to a depth of 70
inches, is brown loam. In some places this soil is silty clay
loam to a depth of 40 inches. In some places the lower
part of the subsoil is sandy loam, loamy sand, or sandy
clay loam. Lighter colored material has been deposited on
the original surface layer in a few areas.
Included with this soil in mapping are small areas of
Patton sons that generally are m the lowest part of
depressions. Also included are Whitaker and Crosby sons
in small, slightly convex areas. In a few small areas along
drainageways, soils that have slopes of more than 2 per-
cent are also included.
Permeability is moderate and the water table is com-
monly at the surface or is at a depth of less than 1 foot in
winter and early in spring. Available water capacity is
high, and content of organic matter m the surface layer is
high. Surface runoff is ponded or is very slow. The smr-
face layer is cloddy and hard to work if the soil is tamed
when it is too wet.
This soil is commonly used for cultivated crops. It is
well suited to growing corn, soybeans, and small grain if
it is adequately drained. In most areas this soil has been
drained with subsurface tile, surface drains, or open
ditches or with some combination of these. Conservation
Practices, including minimum tillage and the use of crop
residue management, help to improve and maintain tilth
and to increase the content of organic matter.
This soil is suited to grasses and legumes for hay or
pasture, but drainage is needed to obtain optimum
production. Overgrazing or grazing when the soil is too
wet causes surface compaction and poor tilth. Proper
stocking rates, timely grazing, and restricting gig
during wet periods help to reduce compaction and to
maintain good tilth and plant density.
This soil is suited to trees, and in a few areas it is used
for trees. Equipment limitations, plant competition, and
seedling mortality are severe. The hazard of windthrow is
moderate. Species that can tolerate wetness grow best.
Seedlings survive and grow well if competing vegetation
is controlled by cutting, spraying, and girdling.
Many areas of this soil in the southern part of the
county are used for urban development.
The main soil features that adversely affect engineer-
ing uses of this soil are a seasonal high water table, high
potential frost action, moderate shrink -swell potential,
and moderate permeability.
This soil has severe limitations for building sites The
sites need to be artificially drained and protected from
flooding Dwellings and small buildings with basements
should not be constructed on this soil. Using properly
designed foundations and footings helps to prevent struc-
tural damage from frost action and shrinking and swelling
of the soil
Y
This soil has severe limitations for local roads and
streets because of a seasonal high water table and high
potential frost action. Installation of drainage ditches
along roads helps to lower the water table and prevent
damage from frost action. The base material for roads
and streets should be replaced or strengthened with
suitable material.
This soil has severe limitations for septic tank absorp-
tion fields because of a seasonal high water table. Santa.
ry facilities should be connected to sewers and treatment
facilities. Capability subclass IIw; woodland suitability
subclass 2w
CrA—Crosby silt loam, 0 to 3 percent slopes. This
nearly level, deep, somewhat poorly drained soil hs on
slight rises on broad, undulating till plains. The mapped
areas are irregular in shape and range from 8 to 200
acres in size.
In a typical profile the surface layer is dark grayish
brown silt loam about 8 inches thick. The subsurface layer
is dark grayish brown silt loam about 3 inches thick. The
subsoil is dark yellowish brown and yellowish brown, mot-
tled, firm silty clay loam and clay loam about 21 inches
thick. The underlying material, to a depth of 60 inches, is
brown, calcareous loam. In some areas the lower part of
the subsoil is stratified silt loam, sandy loam, and sand as
much as 12 inches thick. In some areas the content of
gravel in the subsoil is as much as 10 percent. The depth
to firm glacial till is more than 40 inches in many areas.
Included with this soil in mapping are Brookston soils
in depressions. Also included are small areas of Whitaker
soils, many small domelike areas of Miami soils, and small
areas of Crosby soils that have slopes of more than 3 per-
cent. Small areas of eroded and severely eroded soils are
included in the more sloping areas.
Permeability is slow. Content of organic matter in the
surface layer is moderate. Available water capacity is
high The water table is commonly at a depth of 1 to 8
feet in winter and early in spring. Surface runoff is slow.
The surface layer of this soil is friable and can be tilled
within a fairly wide range of moisture content.
Most areas are used for corn, soybeans, and small grain.
This soil is well suited to these crops if it is adequately
drained. Most areas are drained by subsurface tile and
open ditches. Conservation practices, including minimum
tillage and returning crop residue to the soil, help to
maintain the content of organic matter and good tilth.
Some areas of this soil are used for hay and pasture. In
some undrained areas this soil can be used for grasses
and legumes and for hay and pasture, but artificial
drainage generally is beneficial. This soil is better suited
to shallow -rooted crops than to deep-rooted legumes, for
example, alfalfa Grazing when the soil is wet causes sur-
face compaction and poor tilth. Proper stocking rates,
pasture rotation, timely grazing, and restricting grazing
during wet periods help to reduce surface compaction and
maintain good tilth and plant density.
This soil is suited to trees, and a few areas are used for
orchards or woodland. In some years seasonal wetness
slightly delays harvesting and planting operations. Spe-
cies that can tolerate wetness grow best. Plant competi-
tion is the main limitation to the use of this soil for trees.
Seedlings survive and grow well if competing vegetation
is controlled by rung, spraying, and girdling.
Many areas of this soil in the southern part of the
county are used for urban development.
The main soil features that adversely affect the en-
gineering uses of this soil are a seasonal high water table,
moderate shrink -swell potential, high potential frost ac-
tion, and slow permeability.
This soil has some severe limitations for building sites.
The sites need to be artificially drained to prevent wet-
ness from becoming a problem. Dwellings and small
buildings with basements should not be constructed on
this soil. Using properly designed foundations and
footings helps to prevent structural damage from low
strength and shrinking and swelling of the soil.
This soil has severe limitations for local roads and
streets. Drainage ditches can be used along roads to
lower the water table and to help prevent damage from
frost action. The base material for roads needs to be
strengthened or replaced with suitable material. Sanitary
facilities should be connected to sewers and treatment
facilities, or a large absorption field can be used to offset
slow permeability when the water table is lowered
through artificial drainage. Capability subclass IIw;
woodland suitability subclass 3o.
Mnd32—Miami silt loam, 2 to 6 percent slopes,
eroded. This gently sloping, deep, well drained soil is on
rises on till plains and along drainageways and streams.
The mapped areas range from 3 to 50 acres in size.
In a typical profile the surface layer is dark grayish
brown silt loam about 7 inches thick. The subsoil is dark
ye lowish brown and brown, firm clay loam about 28
inches thick. The substratum, to a depth of 60 inches, is
yellowish brown loam that contains free carbonates. In a
few areas the lower part of the subsoil is stratified sandy
loam, loamy sand, and sandy clay loam The depth to till is
more than 40 inches in some areas.
Included with this soil in mapping are small areas of
Crosby soils, small areas of severely eroded sorts that
have a surface layer of clay loam, small areas of soils that
have slopes of more than 6 percent, and small areas of
sorts that have gravel and cobbles on the surface.
Permeability is moderate in the subsoil and moderately
slow in the underlying trill. Content of organic matter in
the surface layer is moderate. Available water capacity is
high. Surface runoff is medium. The surface layer of this
soil is friable and can be tilled within a fairly wide range
of moisture content.
In most areas this soil is used for corn, soybean, and
shall grains. It is suited to these crops, but conservation
practices are needed to control erosion and surface runoff
in cultivated areas. Crop rotation, minimum tillage, con-
tour farming, and the use of terraces, diversions, grassed
waterways, and grade stabilization structures help to
prevent excessive soil losses from erosion. The use of
crop residue and cover crops helps to control erosion, im-
prove and maintain tilth, and increase the content of or-
ganic matter. Seepage areas in some drainageways and
swales need subsurface the for adequate drainage.
This soil is suitable for hay and pasture crops, and in
some areas it is used for these crops. The growing of
grasses and legumes helps to control erosion. Overgrazing
and grazing when the. soil is too wet causes surface com-
paction, excessive runoff, and poor tiilth. Proper stocking
rates, pasture rotation, and timely grazing help to keep
the pasture plants and soil in good condition.
This soil is well suited to trees, but it is used for trees
in only a few areas. The limitations and hazards in
woodland management are slight, except plant competi-
tion is moderate. Seedlings survive and grow well if com-
peting vegetation is controlled by cutting, spraying; or
girdling.
The main soil features that adversely affect engineer-
ing uses of .this sort are moderate potential frost action,
moderately slow permeability, moderate shrink -swell
potential, and low strength. Erosion is a hazard during
construction.
This soil is suitable for building sites, but slope, clayey
texture, shrinking and swelling, and low strength are
moderate limitations that need to be overcome. Using
properly designed foundations, footings, and basement
walls and using foundation drain the help to prevent
structural damage from shrinking and swelling and low
This soil is poorly suited to septic tank absorption
fields, and moderately slow permeability is a severe
limitation. Using a larger filter field helps to prevent sur-
facing of the effluent from lateral seepage across the top
of the till.
Low strength is a severe limitation to the use of this
soil for local roads and streets. The base material for
roads and streets needs to be strengthened with suitable
material. Capability subclass IIe; woodland suitability
subclass In.
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EUMM70N COUNTY, INDIANA
TABLE 3.--POTENTIALS AND LIMITATIONS OF MAP UNITS ON THE GENERAL SOIL MAP FOR SPECIFIED USES
, Extent , Cultivated, Special , , , Intensive , Extensive
Map unit I of area I farm crops! crops I Woodland ! Urban uses! recreation ! recreation
areas ! areas
Pet
! ! ! ! ! ! !
1. Crosby-Brookston --- ! 59 !Good ------- !Fair: !Fair: !Poor: !Poor: !Poor:
! I ! wetness: I wetness. i wetness. i wetness. ! wetness.
I ! ! It ! I It
2. Miami -Crosby 27 !Fair: !Fair ------- lGood:� ------ !Fair: !Fair: !Fair:
! ! erosion, I I !'wetness, ! wetness, I wetness.
wetness, ! i ! slope: I slope. !
3. Ockley-Westland-Foxi 9 IGood------- !Good ------- IGood------- !Good ------- !Good -------- Wood.
4. Shoals -Genesee ----- I 5 !Fair: !Poor: (Good ------- !Poor: !Poor: !Fair:
I I flooding. I flooding. I ! flooding. ! flooding. ! flooding.
i ! ! I ! ! !
! ! ! ! ! ! !
TABLE 4.--ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS
Hap I Soil name !
symbol! i
Acres
IPercent
I
Br
lBrookston silty clay loam---------------------------------------------------------- i
62,510
! 24.4
CrA
!Crosby silt loam, 0 to 3 percent slopes -------------------------------------------- I
93,764
! 36,5
FnA
!Fox loam, 0 to 2 percent slopes ---------------------------------------------------- i
1,402
! 0.5
FnB2
!Fox loam, 2 to 6 percent slopes, eroded--------------------------------------------!
1,465
! 0.6
FxC3
(Fox clay loam, 8 to 18 percent slopes, severely eroded ----------------------------- i
1,099
! 0.4
Ge
!Genesee silt loam - ----------------------------------------------------I
3,295
i 1.3
HeF
!Hennepin loam, 18 to 50 percent slopes---------------------------------------------!
1,960
I 0.8
Ho!Houghton
muck----------------------------------------------------------------------!
321
i 0.1
MmA
IMiami silt loam, 0 to 2 percent slopes ---------------------------------------------I
7,718
! 3.0
MmB2
IMiami silt loam, 2 to 6 percent slopes, eroded ------------------------------------- I
29,379
! 11.4
MmC2
!Miami silt loam, 6 to 12 percent slopes, eroded------------------------------------!
3,923
I 1.5
MmD2
Miami silt loam, 12 to 18 percent slopes, eroded ----------------------------------- I
1,311
i 0.5
MoC3
IMiami clay loam, 6 to 12 percent slopes, severely eroded--------- -----------------!'
3,496
i 1.4
MoD3
!Miami clay loam, 12 to 18 percent slopes, severely eroded -------------------------- I
946
! 0.4
MxA
!Milton Variant silt loam, 0 to 2 percent slopes------------------------------------!
701
I 0.3
NnA
(Nineveh loam, 0 to 2 percent slopes ------------------------------------------------ I
288
! 0 .1
ODA
!Oakley silt loam, 0 to 2 percent slopes -------------------------------------------- I
8,278
! 3.2
OcB2
!Oakley silt loam, 2 to 6 percent slopes, eroded ---------------- -------------------- I
1,225
i 0.5
OrlOrthents
--------------------------------------------------------------------------- !
1,044
i 0.4
Pa!Palms
muck-------------------------------------------------------------------------!
217
! 0.1
Pn
!Patton silty clay 10am------------------------------------------------------------- !
11,158
! 4.3
Ps
!Patton silty clay loam, limestone substratum---------------------------------------!
501
I 0.2
Pt!Pits-------------------------------------------------------------------------------!
1,017
! 0.4
Ra!Randolph
Variant silt loam---------------------------------------------------------!
336
I 0.1
Ro(Ross
loam--------------------------------------------------------------------------!
656
! 0.3
Sh!Shoals
silt loam-------------------------------------------------------------------!
6,775
i 2.6
St1Sleeth
loam------------------------------------------------------------------------!
931
! 0.4
Sx
!Sloan silty clay loam, sandy substratum--------------------------------------------!
1,273
! 0.5
We!Westland
silty clay loam-----------------------------------------------------------!
4,886
! 1.9
Wh!Whitaker
loam----------------------------------------------------------------------!
1,007
! 0.4
! Water areas-----------------------------------------------------------------------!
3,758
i 1.5
! l----------- i -------
! Total-------------------------------------------------------------------------!
256,640
1100.0
HABULTON COUNTY, INDIANA
TABLE 8.--BUILDING SITE DEVELOPMENT
[Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions
of "slight;" "moderate," and "severe:" Absence of an entry indicates that the soil was not rated]
Soil name and = Shallow { Dwellings , Dwellings ; Small , Local roads
map symbol { excavations ; without It with i commercial { and streets
Br---------------- {Severe:
Brookston I wetness,
I floods.
CrA--------------- !Severe:
Crosby I wetness.
I
FnA-------- =------ ISevere:
Fox I cutbanks cave.
FnB2-------------- !Severe:
Fox ! cutbanks cave.
!
FxC3-------------- !Severe:
Fox ! cutbanks cave.
,
I
Ge---------------- !Severe:
Genesee I floods.
I
HeF--------------- !Severe:
Hennepin I slope.
{
{
Ho ---------------- ;Severe:
Houghton ] wetness;
floods,
! excess humus.
]
MmA--------------- !Moderate:
Miami { too clayey.
!
]
MmB2-------------- !Moderate:
Miami { too clayey:
!
I
!
MmC2-------------- !Moderate:
Miami , slope,
! too clayey.
i
!
MmD2-------------- !Severe:
Miami ! slope.
!
,
,
MoC3-------------- !Moderate:
Miami I slope,
! too clayey.
I
MoD3 -------------- !Severe:
Miami ! slope.
]
,
,
MxA--------------- !Severe:
Milton Variant ! too clayey.
,
NnA-------- =------]Severe:
Nineveh I cutbanks cave:
See footnote at end of table.
{
{Severe:
{ wetness,
] floods,
{ low strength.
I
(Moderate:
{ wetness,
i shrink -swell,
I low strength.
,
!Slight -----------
!Slight -----------
!Moderate:
! slope.
[
!Severe:
{ floods.
_Severe:
I slope.
i
,
,
!Severe:
{ wetness,
{ floods,
I low strength.
!Moderate:
shrink -swell,
low strength.
{Moderate:
{ shrink -swell,
] low strength.
!
i
!Moderate:
I slope,
I shrink -swell,
[ low strength.
]Severe:
! slope.
;Moderate:
, slope,
] shrink -swell,
I low strength:
!
;Severe:
I slope.
I
!
;Severe:
I low strength:
;Moderate:
! shrink -swell,
I low strength.
{
!
]
{
ISeverev
;Severe:
;Severe:
I wetness,
! wetness;
] wetness,
! floods,
! floods,
]'low strength,
! low strength.
i low strength.
I floods.
!
(Severe:
!
!Moderate:
]
!Severe:
I wetness.
! wetness,
I frost action,
I
I shrink -swell,
{ low strength.
]
! low strength.
{
{ !
!Slight ----------- !Slight ------------
]
!Moderate:
I
I
I shrink -swell.
I ]
!Slight ------------ !Moderate:
!
!Moderate:
! slope.
! shrink -swell.
{
I
!Moderate:
! slope.
,
,Severe:
floods.
]
ISevere:
I slope.
I
]
{Severe:
wetness,
{ low strength,
floods.
{Moderate:
shrink -swell,
low strength.
!Severe:
(Moderate:
! slope.
] slope,
!
I shrink -swell.
I
!Severe:
I
;Severe:
! floods.
! floods.
{
;Severe:
I
!Severe:
slope:
! slope,
]
I low strength.
{
{
;Moderate:
! shrink -swell,
i low strength.
[Moderate:
{ slope,
[ shrink -swell,
[ low strength.
]
;Severe:
I slope:
!Moderate:
I slope,
] shrink -swell,
I low strength.
,
,
;Severe:
! slope.
{Severe:
I low strength.
]
IModerate:
I shrink -swell.
!
]
Severe:
wetness,
floods,,
low strength.
{Moderate:
{ shrink -swell,
! low strength.
I
{Moderate:
I slope,
! shrink -swell,
I low strength.
!Severe:
{ slope.
!
,
;Severe:
I slope.
I
]
!Severe:
I slope.
i
!
!Severe:
! slope.
]
]
;Severe:
! low strength:
;Moderate:
! shrink -swell,
! low strength.
]
Severe:
wetness,
floods,
low strength.
!Severe:
{ low strength.
,
!Severe:
,
low strength.
ISevere:
I low strength.
I
,
;Severe:
! slope,
I low.strength.
;Severe:
] low strength.
i
]
!Severe:
I slope,
I low strength.
;Severe:
low strength:
{
!Severe:
] low strength.
,
!
HAMILTON COUNTY, INDIANA
TABLE 10.--CONSTRUCTION MATERIALS
ESome terms that describe restrictive soil features are defined in the Glossary. See text for definitions
of "good," "fair," and "poor." Absence of an entry indicates that the soil was not rated]
Soil name and ! Roadfill ! Sand 1 Gravel ! Topsoil
map symbol I ! 1 1
!
!
!
!
Br -------------------- !Poor:
!Unsuited:
!Unsuited:
!Poor:
Brookston I wetness,
1 excess fines.
1 excess fines.
1 wetness.
I low strength.
1
!
1
I
CrA------------------- !Fair:
I
!Unsuited:
!
!Unsuited:
!
!Fair:
Crosby 1 low strength,
1 excess fines.
1 excess fines.
1 thin layer.
I wetness.
!
!
!
I
FnA, FnB2------------- !Good ----------------- !Good ----------------- !Good ----------------- !Fair:
Fox !
1
1
1 thin layer.
1 ! ! !
FxC3------------------ lGood ----------------- !Good ----------------- !Good ----------------- !Fair:
Fox !
!
i
I too clayey,
1
!
1
!
!
!
! slope.
!
Ge-------------------- !Fair:
!Unsuited:
!Unsuited:
IGood.
Genesee 1 low strength.
1 excess fines.
1 excess fines.
1
I
HeF------------------- !Poor:
I
!Unsuited:
I
!Unsuited:
i
!Poor:
Hennepin 1 low strength,
1 excess fines.
1 excess fines.
i slope,
1 slope.
!
1
! area reclaim.
Ho -------------------- !Poor:
!Unsuited:
!Unsuited:
!Poor:
Houghton 1 wetness,
1 excess humus.
1 excess humus.
1 wetness,
I low strength.
1
!
1 excess humus.
I
MmA, MmB2------------- !Fair:
I
!Unsuited:
!
!Unsuited:
Is
!Fair:
Miami 1 low strength.
I excess fines.
1 excess fines.
i thin layer.
I
I
I
i
MmC2------------------ !Fair:
!Unsuited:
!Unsuited:
!Fair:
Miami I low strength.
1 excess fines.
1 excess fines.
I thin layer,
i
l
l
1 slope.
!
MmD2------------------ !Fair:
!
!Unsuited:
!
!Unsuited:
!
IPoor:
Miami ! low strength,
I excess fines.
1 excess fines.
1 slope.
! slope.
1
1
1
1
MoC3------------------ !Fair:
It
!Unsuited:
1
!Unsuited:
i
!Fair:
Miami I low strength.
1 excess fines:
1 excess fines.
1 too clayey,
slope.
MoD3------------------ !Fair:
!Unsuited:
!Unsuited:
!Poor:
Miami 1 low strength,
1 excess fines.
1 excess fines.
1 slope.
1 slope.
!
It
I
I
MxA ------------------- !Poor:
!
!Unsuited:
Is
!Unsuited:
It
!Fair:
Milton Variant 1 low strength..
1 excess fines.
I excess fines.
1 thin layer.
! 1 ! !
NnA------------------- !Good ----------------- !Good ----------------- !Good ----------------- !Fair:
Nineveh i
!
!
1 thin layer..
OcA,•OcB2------------- !Poor:
!Good ----------------- !Good ----------------- !Fair:
Ockley 1 low strength.
!
!
! thin layer.
I
Or* !
!
!
!
1
!
!
Orthents 1
!
!
!
Pa -------------------- !Poor:
!Unsuited:
!Unsuited:
IPoor:
Palms 1 wetness,
1 excess humus.
1 excess humus.
! wetness,
I low strength.
!
!
! excess humus.
I
Pn -------------------- !Poor:
!
!Unsuited:
1
!Unsuited:
I
!Poor:'
Patton 1 wetness,
1 excess fines.
1 excess fines.
I wetness.
1 low strength.
!
!
!
See footnote at end of table.
HAMILTON COUNTY, INDIANA
TABLE 11.--WATER MANAGEMENT
[Some terms that describe restrictive soil features are defined in the Glossary. Absence of an entry
indicates that the soil was not evaluated]
Soil name and I Pond
map symbol 1 reservoir
Embankments 1 Aquifer -fed ! Drainage I Terraces' ; Grassed
dikes, and ! excavated 1 Is and ! waterways
levees l_ ponds ! 1 diversions
1 ! ! I I I
Br ---------------- !Favorable ------ (Wetness -------- !Slow refill ---- !Floods, Not needed ----- Wetness.
Brookston 1 ! I I frost action. !
1 I I I I It
CrA--------------- ,Favorable ------ !Piping,' ,Slow refill ----,Peres slowly ---!Not needed ----- !Wetness,
Crosby i ! wetness. i ! I ! pares slowly.
I I ! ! I !
FnA, FnB2, FxC3--- !Seepage -------- !Low strength, !No water ------- !Not needed-- --- !Piping, !Rooting depth.
Fox ! 1 piping. ! ! ! rooting depth.!
I I 1 ! I !
Ge----------------- !Seepage -------- !Piping --------- INo water ------- !Not needed ----- lNot needed ----- !Favorable.
Genesee
HeF--------------- !Slope ---------- (Favorable ------ lNo water ------- INot needed ----- !Slope ---------- !Slope.
Hennepin ! i ! ! 1 !
He ---------------- !Seepage -------- !Excess humus, !Favorable ------ !Poor outlets, Not needed ----- !Wetness.
Houghton ! ! low strength. ! ! frost action. I !
I I i 1 ! I
MmA--------------- !Seepage -------- !Favorable ------ !No water ------- !Not needed ----- lNot needed ----- !Erodes easily.
Miami
! ! ! ! ! !
MmB2-------------- !Favorable ------ !Favorable ------ !No water ------- !Not needed ----- !Complex slope !Erodes easily.
Miami I
MmC2-------------- !Slope ---------- !Favorable ------ !No water ------- !Not needed ----- !Complex slope !Slope,
Miami I I i i 1 ! erodes easily.
MmD2-------------- !Slope ---------- (Favorable ------ INo water ------- !Not needed ----- !Slope ----------- 'Slope,
Miami ! I ' ! ! '
erodes easily.
! !
MOC3-------------- !Slope ---------- !Favorable ------ !No water ------- !Not needed ----- !Complex slope !Slope,
Miami I I I I I I erodes easily.
I I 1 1 ' I
MoD3-------------- !Slope ---------- (Favorable ------ lNc water ------- !Not needed ----- !Slope ---------- !Slope,
Miami Is ! 1 ! ! 1 erodes easily.
I I ' 1 1 I
MxA--------------- IDepth to rock !Thin layer, No water ------- Not needed ----- Not needed ----- !Favorable.
Milton Variant I ! hard to pack.
1 1 1 I I i
NnA--------------- !Seepage -------- !Seepage -------- !No water ------- Not needed ----- Not needed ----- !Favorable.
Nineveh I 1 1 I I !
I 1 I ! I I
OcA--------------- !Seepage -------- !Favorable ------ !No water ------- !Not needed ----- !Not needed ----- !Erodes easily.
Oakley I ! ! ! ! I
! ! ! ! ! !
OcB2-------------- !Seepage --------- !Favorable ------ !No water ------- !Not needed ----- !Favorable ------ !Erodes easily.
Oakley ! ! ! ! ! !
Ors. I ! ! ! ! !
Orthents
! ! ! ! ! !
Pa ------------------ 'Seepage -------- !Excess humus, 'Favorable ------ !Floods, Not needed ----- !Wetness.
Palms ! ! wetness. ' 1 frost action. 1 !
! ! i I I !
Pn---------------- !Seepage -------- !Wetness -------- !Slow refill ---- !Frost action --- INot needed ----- !Wetness.
-Patton I
I ! ! ! ! !
Ps ---------------- !Seepage, !Wetness, IDepth to rock !Frost action ---'Not needed ----- !Wetness.
Patton ! depth to rock.! thin layer. ! ! ! !
! ! ! ! ! !
Pt+ ! ! ! ! ! !
Pits
Ra ---------------- !Depth to rock !Hard to pack, !Slow refill---- !Frost action ---!Not needed ----- !Wetness,
Randolph Variant 1 1 wetness. ! ! ! ! erodes easily.
See footnote at end of table.
SOIL SURVEY
TABLE 16.--SOIL AND WATER FEATURES
[The definitions of•"flooding" and "water table" in the Glossary explain terms such as "rare," "brief,"
"apparent," and "perched." The symbol > means more than. Absence of an entry indicates that the
feature is not a concern] 1
Soil name and !Hydro -I i , , , , !Potential
map symbol ! logic! Frequency ! Duration !Months ! Depth ! Kind !Months I Depth I Hard- ! frost
Br---------------- !
B/D
IsIs Is !
!Frequent ---- !Brief ----- !Dec -Hay{•
Is! !
0-1.0'ApparentlDec-May!
>60
!
! ---,
!
!High.
Brookston {
! !
i
It
i I i
I
!
CCrosb
C
!None -------- 1 ---
! ---
It
11.0-3.0!Apparent!Jan-Apr!
I i I
>60
i
; ---
I
!High.
y I
i
FnA, FnB2, FxC3 --- I
B
!None--------! ---
! ---
!
,
>6.0 I --- ' --- !
>60
! ---
{Moderate.
Fox
,
Ge ---------------- I
B
IFrequent ---- !Brief
----- !Oct
-Jun!
>6.0 { --- ' --- '
>60
I ---
!Moderate.
Genesee. I
I
HeF--------------- !
B
!None--------! ---
! ---
!
,
>6.0 ! --- ! --- !
>60
! ---
I
!Moderate.
Hennepin I
I !
Is
!
i
! i i
!
. It
I
Ho ---------------- I
A/D
! i
IFrequent---- !Long ------ !Nov-Hayl
!
It ! i
0-1.0IApparent!Sep-Juni
>60
Is
I ---
It
!High.
Houghton
!
MmA, MmB2, MmC2, !
! !
!
!
! ! !
!
!
MmD2, MoC3., MoD3-1
B
None -------- 1 ---
! ---
!
>6.0 I --- ! --- !
>60
I ---
!Moderate.
Miami I
! !
!
!
! ! !
!
I
I
MxA--------------- i
C
None -------- I ---
! ---
!
>6.0 I --- I --- '
40-50
(Hard
!Moderate.
Milton Variant I
I i
I
i
I
NnA --------------- 1
B
!None--------! ---
I
! ---
!
>6.0 ! --- ! --- !
>60
! ---
!Moderate.
Nineveh
OcA, OcB2--------- !
B
INone-------- ! ---
I ---
!
>6.0 { --- ! --- !
>60
' ---
!Moderate.
Ockley i
! !
i
Is
i i i
!
!
*. I
Or i
i i
I
I
I
Orthents I
Pa----------------!
A/D
!Frequent ---- !Long ------ {Nov -May!
0-1.0!Apparent!Nov-Mayl
>60
I ---
!High.
Palms I
i !
It
!
!
! ! !
!
!
I
Pn---------------- !
B/D
I
!Rare -------- I ---
It
! ---
It
!
I ! !
0-1.01ApparentlMar-Jun!
>60
!
I ---
I
(High.
Patton I
I I
Ps ---------------- I
B/D
(Rare -------- I ---
I ---
I
0-1.0!Apparent!Jan-May!
40-60
I ---
(High.
Patton
Pt*
Pits !
! !
!
!
! ! !
!
I
Re----------------'
D
lNorie-------- ! ---
! ---
11.0-3.0'Perched
Ilan -Apr!
40-50
!Hard
(High.
Randolph Variant
Ro---------------- '
B
!Common ------ !Very
brief!Nov-Junl4.0-6.OlApparent!Feb-Apr!
>60
! ---
!Moderate.
Ross
Sh---------------- '
C
{Rare to !Brief ----- 'Oct-Juni1.0-3.0!Apparent!Jan-Apr!
>60
' ---
'High.
Shoals '
' frequent.
St----------------'
C
!None--------! ---
! ---
11.0-3.0!Apparent!Jan-Apri
>60
' ---
!High.
Sleeth
Sx----------------;
B/D
IFrequent ---- 'Very
brief'Nov-Juni
Q-0.5lApparentlNov-Juni
>60
! ---
!High.
Sloan
!
We----------------'
B/D
! ! ! !
!Frequent---- !Brief ----- !Dec -May!
! ! !
0-1.0!Apparent!Dee-May'
>60
!
! ---
!
!High.
Westland
Wh---------------- '
C
!None--------! ---
! ---
11.0-3.0'APParent'Jan-A r'
>60
' ---
', High.
Whitaker It
!
! !
!
!
! ! !
!
!
* See description of the map unit for composition and behavior characteristics of the map unit.
CONSULTING EN6INEERS
LAND SURVEYORS
R.M. Stoeppelbedh, PE, PLS • David 1. Stoeppelrredh, PE, PLS • Curtis C. Hai(, PLS • Dennis D. Olmstead, PLS • leHory W. Darling, PLS
.Hamilton County Sanitarian
100 S 8th Street
Noblesville, Indiana 46060
ATTENTION: Mr. Barry McNulty
January 18, 1991
RE: Primary Plat
Windemere
Dear Mr. McNulty:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. We are proposing to build 97 single-family homes on 81.66 acres. We are proposing
to serve the development with gravity sanitary sewers which will connect to an existing lift
station along Ditch Road.
Please review this plat, and if you have any questions or comments, feel free to contact me.
Enclosure
13540HCS
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
Curtis C. Huff, P.L.S.
Allhomille Road • P.O. Box 509001 •
Indiana 46250 • (31 09-5935. 1-800-728.6917 • FAX: (317 849.5942
rmded papa
CONSULIIN6 ENGINEERS
LAND SU`RVE-Y0RS,
R.M. Stoeppelwerth, PE, PIS • Darid J. Stoeppelrrerth, PE, PLS • Curtis C. Huff, PLS • Dennis D. Olmstead, PLS • Jeflory W. Darling, PIS
January 18, 1991
Clay Township Regional Waste District
P.O. Box 40638
Carmel, Indiana 46032
ATTENTION: Mr. Marvin Pike
RE: Primary Plat
Windemere
Dear Mr. Pike:
Enclosed, please find two (2) copies of the primary plat for Windemere Subdivision and two
(2) copies of the executed Sanitary Sewer Connection Application for Clay Township
Regional Waste District.
Windemere is located on the south side of 106th Street between Ditch Road and Towne Road
and will consist of 97 single-family homes on 81.66 acres. It is our desire to connect the
gravity sewers which will serve Windemere to the interceptor Sewer across Crooked Stick
Golf Course.
Please review the plat and supporting data and address any concerns or comments to my
attention.
Thank you for your cooperation.
Enclosure
1354OCTR
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
Curtis C. Huff, P.L.S.
• P.O. Box 509007 • Indianapolis, ladiana 46250 • f 311) 849-5935 • 1.800-728-6911 • FA (317) 849.5942
I
i
II
■ !
7 ,
SANITARY SEWER CONNECTION APPLICATION
CLAY TOWNSUIP REGIONAL WASTE DISTRICT
HAMILTON COUNTY ,• INDIANA 7: r.:, ; , ;. ,.:.;r:r:.,�1.•, a
A. Data to be submitted by the Owner/Engineer to:
Clay Township Regional Waste District
P.O. Box 40638 '
Indianapolis, IN 46240-0638
Location: 10755.North College
Phone: 844-9200
PART I - GENERAL
1. Project Titles Windemere
Location: i mile west Ditch Road on south side 106th Street
2. Project owners Windemere Corporation, Steven A. Wilson, President
Address: P.O. Box 649
Carmel Tndiana 46032 Phone: (317) 846-2555
3. Engineer: Stoem1werth and Assoc ateg. Inn.
Address: 9940 Allisonville Road. P.O. Box_509007
Tndiananolia Tndiana 46290
Phones (317) 849 5935
4. A site map showing location, acreage and zoning is attached?
3= yes no
5. Design Flow
Number of Units
1 Bdrm. ants @ 192 gpd/unit - and
2 Bdrm. ants @ 256 gpd/unit a and
97 Single family homes @ 256 gpd/unit - 24,832 and
Commerical Lots @ s and
Acres @• and
+ Thfp 1 A rPa P @ " gpd
@ and
@ is and
' TOTAL Average Flow 24,832 and
Peaking factor 4.0 Peak Flow 99,32.8 and
• j J i
I
6• (a) Is th_e property zoned for the intended use?
aDc3C Yes No
F - -
f�
(b) If yes, what is the zoning class?
S=1
7. Project Description: 80 Acres + previously known as the Min
or.Q ro �onerty, proposed for total deve! c,nmPnt
97 sina� a family •residential lots' ( S� ' a f arhr�ri 1 af. 11
..at�iption) 4
8. Construction Schedule:
Start Construction Spring 1991
Complete Construction hqlme1991 y
9. The Clay Township Regional Waste District Appli-
cation Fee made payable to the District is hereby
submitted is the amount of $ 985.00 as required
;by or i ance.ner Steven A. Wilson, President a e cember 19. i��n
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. 1,,ee'
—`
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•
Applicant's Development Project be approved b
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 Prcf ect which may include
costs incurred by the District for Engineering,
Accounting and/or Legal services.
m
T
E. � That the Applicant pursue the approvals and per-
mits necessary to allow the project owner to
proceed with construction of the project.
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.
1%
�/
Issued this ��� day of `Li�% ��. 19po
CLAY TOWNSHIP REGION STE DISTRICT
l�fia'r v i n e
Utility Manager.
0
d
1!
.Project Title
PART II
330 IAC 3.1 CONSTRUCTION PEPJIIT
SANITARY SEWER DESIGN SMOMY
Deaign Flow
?lumber or Units
_ 1 Bdrm. apts.
2 1ldrm. apts.
__97 Single family
. homes
Commercial lots
-.=•_Total Acreage
@ 1002 rpd/unit - 1:Pd
@ 256 gpd/unit BPd
256 gpd/unit 24,832 RPd
@
Total average flow
Peaking factor 4.0 _ 1'enk flow
Sewer
7190 it. 8-inch (on -site) PVC (sewer type)
it. 10-inch
40_ 0 ft. `h (off -site) PVC
f t .
7550 ft. Total length of sewer
Fled
gpd
24,832 Fpd
99,328 Fpd
Ce tds?TP14 Sr n l
a
No. 19358 s =
STATE OF
The new sewer will be connected,to an existing, 10 -inch diameter
sanitary sewer 9X on Crooked Stick Golf Course located on (relative to streets).
North side Spring MM Run approximately 2750 LF west of Ditch Road and
Lift Station380 LF north of 106th Street
Type-
(wet/dry well, submersible, wet-well•mounted, etc.)
Number of pumps
CapAcity of pump gpm, 'Toll, RPM, 11P
Back-up power nource
Average wet -well detention time
Addlo/visual alarm with self-contained power supply or telemetry system
Fore6 tnnin f t. of -inch (type)
Fofte main discharge elevation
Haste Treatment
Wastewater treatment Will be provided by City of Ctirmel
Inspection/Haintenance g
ln6pection during construction will be provided by `�1 y TowhshilpRpaional WastP T)iatl
and engineer
• Heintenance after completion will be,,provided by Q&v Townahin Reai_ona7 WaatP ni�atrictt-
UTILITY SUMMARY FOR WINDEMERE
Electric
Electric service will be provided by Indianapolis Power & Light. The development will
be served by existing power service along 106th Street.
Telephone
Telephone service will be provided by Indiana Bell. The development will be served by
existing telephone service along 106th Street.
Gas
Natural gas service will be provided by Indiana Gas. The development will be served
from an existing gas line in the right-of-way of 106th Street.
Water
Water service will be provided by the Indianapolis Water Company. The development
will be served from an existing main in the right-of-way of 106th Street.
Sanitary Sewer
Sanitary sewer service will be provided by the Clay Township Regional Water District.
This site will be served by gravity sewers which will tie into an interceptor sewer on
Crooked Stick Golf Course. This interceptor sewer runs southeasterly along Spring Mill
Run to the lift station east of Ditch Road (this station was built in conjunction with
Laurelwood). Upon completion of the sanitary sewer construction, the developers will
be dedicating the sanitary sewers to the Clay Township Regional Waste District.
Drainage
The site will be served by a combination of surface drainage, storm sewers and a
retention pond. The retention pond on site will discharge to Spring Mill Run. The rear
yards in the southeast corner of the project will drain to existing facilities in Summer
Lakes subdivision.
C 0 N S U I T I N 6 EN6INEERS
LAND SURYEY;ORS I
R.M. Stoeppelwerth, PE, PLS • Darid J. Stoeppelrrerih, PE, PLS -• Canis C, Hoff, PLS • Dennis D. Olmstead, PLS • Jeffory W. Darling, PIS
January 18, 1991
Indianapolis Power & Light
P.O. Box 1595-B
Indianapolis, Indiana 46206
. ATTENTION: Kevin Walker
RE: Primary Plat
Windemere
Dear Mr. Walker:
Enclosed, please find two (2) copies of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. This development will consist of 97 lots. on 81.66 acres. The streets within this
project are proposed to be public streets with a 50-foot right-of-way. We have shown a
proposed electric line layout for this project. We have tried to avoid any lines along 106th
Street or either side of the entrance road due to proposed landscaping and walls.
Please review this layout and return one (1) copy of the plat showing any revisions you deem
necessary. Also, please send us a letter acknowledging your receipt of this plat and the
ability of your utility to serve this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
&-ZzezC . /V
Curtis C. Huff, P.L.S.
Enclosure
13540PAL
CONSULTING ENGINEERS
LAND•SU.RYEY0RS
R.M. Stoeppeiwerih, R PLS • David J. Stoeppelwerth, PE, PLS -•• Curtis C. Hull, PLS • Dennis D. Olmstead, PLS • Jeitory W. Darling, PLS
January 18, 1991
Indiana Bell
5858 North College Avenue
Indianapolis, Indiana 46220
ATTENTION: Melissa Stein
RE: Primary Plat
Windemere
Dear Ms. Stein:
Enclosed, please find two (2) copies of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. This development will consist of 97 lots on 81.66 acres. • The streets within this
project are proposed to be public streets with a 50-foot right-of-way. We have shown a
proposed telephone line layout for this project. We have tried to avoid any lines along 106th
Street or either side of the entrance road due to proposed landscaping and walls.
Please review this layout and return one (1) copy of the plat showing any revisions you deem S
necessary. Also, please send us a letter acknowledging your receipt of this plat and the
ability of your utility to serve this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
6o-4� C'41 -
-
Curtis C. Huff, P.L.S.
Enclosure
13540INB
CONSULTING ENGINEERS =.`
y
LAND,• SURVEYORS:.'
R.M. Stoeppelwerth, PE, PLS • David J. Stoeppelwerth, PI:, PLS • Curtis C. Hutt, PLS • Dennis D. Olmstead, PLS • Jetlory W. Darling, PLS
Indiana Gas
15900 Allisonville Road
P.O. Box 250
Noblesville, Indiana 46060
ATTENTION: Mr. Brian Harger
January 18, 1991
RE: Primary Plat
Windemere
Dear Mr. Harger:
Enclosed, please find two (2) copies of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. This development will consist of 97 lots on 81.66 acres. The streets within this
project are proposed to be public streets with a 50-foot right-of-way.
We have shown the location of your 18" natural gas pipeline across the southern portion -of
this site based on the surface markers and your field locations. Also, shown is the 60-foot
wide easement we would propose. We have also shown a proposed gas main layout for this
project.
Please review this layout and return one (1) copy of the plat showing any revisions you deem
necessary. Also, please send us a letter acknowledging your receipt of this plat and the
ability of your utility to serve this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
Curtis C. Huff, P.L.S.
Enclosure
13540GAS
• ' v .T 4, r • �, • a ...
CONSULTING EN6INEERS
LAND SUR•VEYO'RS a
t
R.M. Stoeppelwerih, PE, PLS • David I Stoeppelwerth, PE, PLS • Canis C. Hull, PLS • Dennis D. Olmstead, PLS • lellory W. Darling, PLS
January 18, 1991
Indianapolis Water Company
Post Office Box 1220
Indianapolis, Indiana 46202
ATTENTION: Phil Algood
RE: Primary Plat
Windemere
Dear Mr. Algood:
Enclosed, please find two (2) copies of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne
Road. This development will consist of 97 lots on 81.66 acres. The streets within this
project are proposed to be public streets with a 50-foot right-of-way. We have shown a
proposed water line layout for this project.
Please review this layout and return one (1) copy of the plat showing any revisions you deem
necessary. Also, please send us a letter acknowledging your receipt of this plat and the
ability of your utility to serve this development.
Thank you for your cooperation.
Enclosure
13540WAT
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
. 4 -&- , Y- /. � �/
Curtis C. Huff, P.L.S.
9940 Allisonde Road • P.O. Box 509007 -
tndlana 46250 • (31i 849.5935 • 1-800-728-6917 • FAX: (31D 849-5942
sq
y _ . ♦ 1 3i ~ f
CONSULTING EN6INEER
LAND --• S,URYEY.0RS
R.M. Sfoeppelwertd, PE, PLS • David 1. Stoeppelwerth, PE, PLS • Curtis C. Hall, PLS • Dennis D. Olmstead, PLS • Jeitory W. Darling, PLS
January 18i 1991
Hamilton County Sheriff
18100 North Cumberland Road
Noblesville, Indiana 46060
ATTENTION: Mr. Dan Stevens
RE: Primary Plat
Windemere
Dear Mr. Stevens:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne Road
and will consist of 97 single-family homes on 81.66 acres.
Please send me a letter acknowledging your receipt of this plat and listing any questions or
comments you may have concerning this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC:
d -� .
Curtis C. Huff, P.L.S.
0
Enclosure
13540SHE
IC0NSULTIN6 EN6INEERS-
LAND SURVEYORS'
R.M. Stoeppelwerth, PE, PLS Darid J. Sfoeppehrerth, PE, PLS • Canis C. Hull, PLS • Dennis D. Olmstead, PLS • lellory W. Darling, PLS
f _
January 18, 1991
Carmel Fire Station #1
2 Carmel Civic Square
Carmel, Indiana 46032
ATTENTION: Chief Steve Couts '
RE: Primary Plat
Windemere
Dear Chief Couts:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne Road
and will consist of 97 single-family homes on 81.66 acres. The interior streets are proposed
to be 30 feet back-to-back of curb with the exception of the divided entry area which will
consist of two 24-foot wide drives. The site is, to be served by the Indianapolis Water
Company.
Please send me a letter acknowledging your receipt of this plat and listing any questions or
comments you may have concerning this development.
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
&t2t; �?. 1—f - I
Curtis C. Huff, P.L.S.
Enclosure
13540FIR
CONSULTING ENGINEERS
LAND' SURVEYORS
R.M. Sioeppelwerih, PE, PLS • David I Sioeppeiwerth, PE, PIS Curtis C. Huff, PLS • Dennis D. Olmstead, PLS • Jellory W. Darling, PLS
January 18, 1991
Carmel Clay School Administrative Offices
5201 East 131st
Carmel, Indiana 46032
ATTENTION: Robert Hartman, Superintendent
RE: Primary Plat
Windemere
Dear Mr. Hartman:
Enclosed, please find one (1) copy of the primary plat for Windemere Subdivision.
Windemere is located on the south side of 106th Street between Ditch Road and Towne Road
and will consist of 97 single-family homes on 81.66 acres. This development is within the
Carmel Clay School District.
Please send me a letter acknowledging your receipt of this plat and verifying the ability of
the Carmel Clay School district to serve this development.'
Thank you for your cooperation.
Very truly yours,
STOEPPELWERTH & ASSOCIATES, INC.
Curtis C. Huff, P.L.S.
Enclosure
13540SCH
COVENANTS AND RESTRICTIONS