HomeMy WebLinkAboutPacket for PC 02-18-25 Swinley Forest
Primary Plat
Informational Packet
Docket Number:
PZ-2024-00237
PZ-2024-00238 V
PZ-2024-0239 SW
Table of Contents
Project Description
Location Map
Site Plan with Aerial Map
Primary Plat
Landscape Plan
Findings of Fact Forms
Prepared For:
Swinley Forest, LLC
6330 E. 75th Street, Suite 156
Indianapolis, IN 46250
Email: amears@gradison.net
Prepared By:
Stoeppelwerth & Associates, Inc.
7965 E. 106th Street
Fishers, IN 46038
Contact: Leigh Anne Ferrell
Email: lferrell@stoeppelwerth.com
Date prepared: February 7, 2025
Project Description
Gradison Land Development, Inc. is proposing a single-family residential development, to be
known as Swinley Forest. Located on 7.216 acres, Swinley Forest is planned to have 4 new 1+/-
acre lots that front and will have access via a private drive. The site is located on the south side
of 116th Street and 0.37 miles west of Rangeline Road/Westfield Boulevard. This site is zoned
R1/Residential and not located in an overlay zone. Gradison plans to preserve as many trees as
possible on site.
This project will require 1 waiver request and 1 variance for approval. Descriptions and reasons
for these items requested are listed below:
Docket No. PZ-2024-00239 SW: Swinley Forest Street Frontage Waiver
UDO Sec. 7.17.A: Lots shall have direct access to a public street, Access from a private drive
requested
Explanation of why waiver is being requested
o This subdivision will have a private 20’ wide drive. Each lot will have access to
the private drive that leads to a public street.
UDO Sec. 2.08.A: 35 ft Minimum Front Yard Setback Required, 25’ Minimum Front Yard
Setback requested
Explanation of why waiver is being requested
o Due to the floodway in the rear of lots 1, 2, and 3, the 25’ minimum front yard
would allow for more buildable space.
Location Map
Site Plan with Aerial Map
Primary Plat
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FLOOD STATEMENT
THIS SITE DOES LIE WITHIN AE ZONE PER
FIRM 18057C0209G
DATED 11/19/2014
PLANS CERTIFIED BY:
A
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STATE OF
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T12/18/24
DENNIS D. OLMSTEAD DATE
REGISTERED LAND SURVEYOR
NO. 900012
INDEX
SHT.DESCRIPTION
1 COVER SHEET
C100-C102 EXISTING CONDITIONS / PRIMARY PLAT / OPEN SPACE PLAN
C200-C202 STORMWATER POLLUTION AND PREVENTION PLAN
C203-C206 STORMWATER POLLUTION AND PREVENTION SPECS & DETAILS
REVISIONS
SHT.DESCRIPTION
ALL REVISED PER TAC COMMENTS 2-6-25 LAF
LAND DESCRIPTION
A part of the Northeast Quarter of Section 1, Township 17 North, Range 03 East of the Second Principal Meridian, Clay
Township, Hamilton County, Indiana. This description prepared by: Bruce E. Strack, Indiana LS 20200057, working for
Stoeppelwerth and Associates, Inc. as part of Project 111895GBC, being more particularly described as follows:
Commencing at the Northwest corner of said Quarter Section; thence North 89 degrees 27 minutes 30 seconds East, along
the North line of said Quarter Section, a distance of 29.70 feet to the Southwest corner of the Southeast Quarter of Section
26, Township 18 North, Range 03 East; thence North 89 degrees 49 minutes 42 seconds East (assumed bearing), along the
North line of said Section 1, which follows the South line of said Section 36, a distance of 333.30 feet to the Northwest
corner of the land described in Instrument Number 2024027350 in the Office of the Recorder of Hamilton County, Indiana;
thence South 00 degrees 37 minutes 42 seconds West, along the West line of said land, a distance of 59.07 feet to the South
Right-of-Way line of 116th Street, as depicted on the plans for INDOT Project Number STP-B886 (007), and the POINT
OF BEGINNING of this description; thence along said Right-of-Way line the following 3 courses and distances: 1) North
89 degrees 49 minutes 42 seconds East, a distance of 292.65 feet; 2) thence South 19 degrees 36 minutes 42 seconds East, a
distance of 59.15 feet; 3) thence North 89 degrees 49 minutes 42 seconds East, a distance of 15.72 feet to the West line of
the land described in Instrument Number 2020079971 in said Recorder's Office; thence South 01 degree 12 minutes 27
seconds West, along said line a distance of 60.53 feet to the Northwest corner of Lot 1 in Donnybrook Addition, per plat
thereof recorded in Plat Book 2, Pages 233-234 in said Recorder's Office; thence South 01 degree 12 minutes 58 seconds
West, along the West line of said Addition, a distance of 814.79 feet to the North line of Donnybrook Woods, per plat
thereof recorded in Plat Book 3, Page 61 in said Recorder's Office; thence South 89 degrees 49 minutes 42 seconds West,
along said line, a distance of 361.12 feet to the Southeast corner of Monon Farms Condominiums, per plat thereof recorded
in Plat Cabinet 3, Slide 651 in said Recorder's Office; thence with the lines of said plat the following 3 courses and
distances: 1) North 00 degrees 37 minutes 42 seconds East, a distance of 330.00 feet; 2) thence North 89 degrees 49
minutes 42 seconds East, a distance of 41.25 feet; 3) thence North 00 degrees 37 minutes 42 seconds East, a distance of
600.93 feet to the Point of Beginning, Containing 7.216 acres, more or less.
SOILS MAPLOCATION MAP
N.T.S.
80'40'80'0
1" = 80 FT
1
STOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
SWINLEY FOREST
ZONING: R-1
DOCKET #PZ-2024-00237 PP
#PZ-2024-00238 V
#PZ-2024-0239 SW
PRIMARY PLAT
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
CONTACT PERSON: LEIGH ANNE FERRELL
EMAIL: LFERRELL@STOEPPELWERTH.COM
2
3
4
SCALE: 1"=500'
Sx / YmsB2
MIN. SIDE YARD
COMMON AREA
10'
SITE DATA
MIN. FRONT YARD
1.25 Ac.
25'
MIN. YEAR YARD 20'
TOTAL SITE AREA 7.20 Ac.±
C.A. #1
BL
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A
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116TH STREET
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
OWNER:
SWINLEY FOREST, LLC
6330 E. 75TH STREET, STE 156
INDIANAPOLIS, IN 46250
CONTACT: ADAM MEARS
PHONE: (317) 557-9782
EMAIL: amears@gradison.net
DONNYBROOK WOODS
RESIDENTIAL
MONON FARMS
CONDOMINIUMS
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ROLAND W.
SLAGLE III
RESIDENTIAL
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MAX. LOT COVERAGE 35% Maximum
SUBMITTAL DATE 12/18/24
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BENCHMARK NOTE:
ORIGINATING BENCHMARK:
Benchmark Elevations for this project were derived using the National Geodetic Survey Online Positioning User Service
(O.P.U.S) and are referenced to the NAVD '88 Datum.
SITE TBMS:
TBM #1: Acut square on top of the concrete curb on the South side of 116th Street, immediately East of the entrance to
the gravel drive on the West side of the site.
ELEV=832.38 (NAVD 88)
TBM #2: A cut "X" on top of the concrete top of the brick headwall over Carmel Creek, at the Northwest corner of the
wall.
ELEV=830.09 (NAVD 88)
Horizontal & Vertical Datum shall be based on Indiana State Plane Coordinates, NAD83
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821
820
819
81881
7
81
6
81
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Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
DYH
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Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
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FWF FWF FWF
FWF FWF FWF FWF
(FFD)
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DRY BASIN #1
2 YEAR ELEV.=823.08
10 YEAR ELEV.=823.81
100 YEAR ELEV.=824.93.
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1" = 50 FT
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
870
T.P.
x
W
EXISTING STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET & END SECTION
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE;
MANHOLE
EXISTING FENCE LINE
PROPOSED LIGHT POLE
EXISTING TELEPHONE PEDESTAL
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED WATER LINEW
PROPOSED FIRE HYDRANT
EXISTING LIGHT POLE
EXISTING TREE LINE
111895GBC
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STOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
SWINLEY FOREST
ZONING: R-1
PRIMARY PLAT
116TH STREET
CARMEL CREEK
LEGEND
40 LOT NUMBER
B.L.BUILDING LINE
D.&U.E.DRAINAGE & UTILITY EASEMENT
D.U.&S.S.E.DRAINAGE UTILITY & SANITARY
SEWER EASEMENT
L.M.A.E.LANDSCAPE & LAKE MAINTENANCE
ACCESS EASEMENT
C.A.COMMON AREA
R/W RIGHT OF WAY
VAR.VARIABLE
T.P.E.TREE PRESERVATION EASEMENT
*HANDICAP RAMP
FWF FLOODWAY FRINGE
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
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S
D
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U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
832 831
830
82
9
83
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831 82
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827
828829
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1
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8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4
84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
832 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
8
3
0
82
9
82
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4
84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
4
100,887 sq.ft.
2.32 ac.
116TH STREET
1
38,726 sq.ft.
0.89 ac.
2
44,012 sq.ft.
1.01 ac.
3
43,749 sq.ft.
1.00 ac.
o
o
o
o
o
o
o o o
o
o
o
o
o
o
o o o o o o
F
W
F
FWF
FW
F
FW
F
F
W
F
FWF
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FWF
F
W
F
FW
F
F
W
F
FWF
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FWF
FWF FWF FWF
FWF FWF FWF FWF
(FFD)
(FFD
)
(FF
D
)
N0
0
°
3
7
'
4
2
"
E
3
3
0
.
0
0
'
S89°49'42"W 361.12'
S0
1
°
1
2
'
5
8
"
W
8
1
4
.
7
9
'
N0
0
°
3
7
'
4
2
"
E
6
0
0
.
9
3
'
N89°49'42"E
41.25'
S19°36'42"E
59.15'
N89°49'42"E
15.72'
N89°49'42"E 292.65'
91.25'
30
1
.
3
7
'
361.12'
27
0
.
6
4
'
30
.
7
8
'
S89°49'42"W
277.36'
14
0
.
0
0
'
N89°49'42"E
275.92'
14
0
.
0
3
'
16
0
.
0
0
'
N89°49'42"E
274.28'
16
0
.
0
3
'
16
0
.
0
0
'
N89°49'42"E
272.64'
16
0
.
0
3
'
27
0
.
6
4
'
Approx. Top of Bank
W.R. Fertig Open
Regulated Dain
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Va
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.
W
i
d
t
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D
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a
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n
a
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,
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s
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M
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t
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N
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.
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0
0
3
0
0
1
2
7
2
9
0
20' Sewer Easement
Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
10' D.&U.E.
25
'
B
.
L
.
25
'
B
.
L
.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
25
'
D
.
&
U
.
E
.
25
'
D
.
&
U
.
E
.
C.A. #1
54,303 sq.ft.
BL
O
C
K
"
A
"
32
,
6
5
9
s
q
.
f
t
.
20
0
.
3
4
'
14
4
.
5
9
'
242.65'
41.25'
28
.
6
3
'
62
9
.
5
6
'
Approx. Limit of
W.R. Fertig Open
Regulated Dain
DRY BASIN #1
5,199 sq.ft.
VAR. D.U.&L.M.A.E.
10' D.&U.E.
35
'
B
.
L
.
35' B.L.
35' B.L.
CARMEL CREEK
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
50
'
H
A
L
F
R
/
W
SW
I
N
L
E
Y
D
R
I
V
E
SW
I
N
L
E
Y
D
R
I
V
E
VAR. I.E.E.&D.E.&U.E.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10' T.P.E.10' T.P.E.
20
'
T
.
P
.
E
.
20
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
70.00'
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
STORMWATER
QUALITY UNIT
8
3
2
8
3
3
8
3
4
8
3
5
8
4
0
84
5
85
0
8
3
6
8
3
7
8
3
8
8
3
9
8
4
1
8
4
2
84
3
84
4
846
847
84
8
84
9
851
DRY BASIN #1
2 YEAR ELEV.=823.08
10 YEAR ELEV.=823.81
100 YEAR ELEV.=824.93.
x
W
EXISTING STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET & END SECTION
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE;
MANHOLE
EXISTING FENCE LINE
PROPOSED LIGHT POLE
EXISTING TELEPHONE PEDESTAL
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED WATER LINEW
PROPOSED FIRE HYDRANT
EXISTING LIGHT POLE
EXISTING TREE LINE
DA
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
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2-
6
-
2
5
LA
F
0 50'25'50'
1" = 50 FT
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
870
T.P.
111895GBC
SW
I
N
L
E
Y
F
O
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E
S
T
KJJM LAF
CA
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L
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,
I
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12
/
1
8
/
2
0
2
4
A
N
L N
R
STATE OF
DSU
I AIDN
YVE
A RO
NN
DE
D
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GE
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STOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935 SWINLEY FOREST
ZONING: R-1
PRIMARY PLAT
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
RIBBON CURB CROSS SECTION
NOT-TO-SCALE
24"
CLASS A CONCRETE 6"
3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
NW Cor., NE 1/4
Sec. 1-T17N-R03E
Calculated Point
See Surveyor Report
SW Cor., NE 1/4
Sec. 1-T17N-R03E
Established Per HCSO
Reference Coordinates
SW Cor., SE 1/4
Sec. 36-T18N-R03E
Harrison Mon. Fd., Flush
Per MCSO References
N89°49'54"E 336.00'
S00°37'41"W
58.41'
N89°28'02"W
29.70'
S0
0
°
3
7
'
4
2
"
E
2
7
3
4
.
8
3
'
P.O.B.
RA
L
S
T
O
N
A
V
E
N
U
E
(
5
0
'
R
/
W
)
MO
N
O
N
F
A
R
M
S
L
A
N
E
PR
I
V
A
T
E
S
T
R
E
E
T
ALL TREES LOCATED INSIDE OF THE
VAR. QUALITY PRESERVATION
EASEMENT WILL BE PRESERVED
ALL TREES LOCATED INSIDE OF THE
VAR. QUALITY PRESERVATION
EASEMENT WILL BE PRESERVED
LEGEND
40 LOT NUMBER
B.L.BUILDING LINE
D.&U.E.DRAINAGE & UTILITY EASEMENT
D.U.&S.S.E.DRAINAGE UTILITY & SANITARY
SEWER EASEMENT
L.M.A.E.LANDSCAPE & LAKE MAINTENANCE
ACCESS EASEMENT
C.A.COMMON AREA
R/W RIGHT OF WAY
VAR.VARIABLE
T.P.E.TREE PRESERVATION EASEMENT
*HANDICAP RAMP
FWF FLOODWAY FRINGE
D
EXISTING PATH
D
EXISTING PATH
116TH STREET
o
o
o
o
o
o
o o o
o
o
o
o
o
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o o o o o o
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'
H
A
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F
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/
W
SW
I
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L
E
Y
D
R
I
V
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SW
I
N
L
E
Y
D
R
I
V
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STORMWATER
QUALITY UNIT
DA
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MA
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I
S
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S
BY
CE
R
T
I
F
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D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
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P
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A
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W
A
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LA
F
0 50'25'50'
1" = 50 FT
111895GBC
SW
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STOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935 SWINLEY FOREST
ZONING: R-1
PRIMARY PLAT
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
C.A. #1
BL
O
C
K
"
A
"
1
2
3
4
Total Common Area - 1.99ac± (27.6%)
Block "A" - 0.74ac±
Common Area #2 - 1.25ac±
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
83
2 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4 84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
Approx. Top of Bank
W.R. Fertig Open
Regulated Dain
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Va
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.
W
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2
0
0
3
0
0
1
2
7
2
9
0
20' Sewer Easement
Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
Approx. Limit of
W.R. Fertig Open
Regulated Dain
CARMEL CREEK
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
DRY BASIN #1
2 YEAR ELEV.=823.08
10 YEAR ELEV.=823.81
100 YEAR ELEV.=824.93.
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF SF S
F
S
F
S
F
S
F
SF
116TH STREET
25
'
B
.
L
.
25
'
B
.
L
.
POSTING SIGN
LOCATION
C200
DA
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E
MA
R
K
RE
V
I
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I
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N
S
BY
CE
R
T
I
F
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D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
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4
6
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3
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5
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1
7
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8
4
9
.
5
9
3
5
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:
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1
7
.
8
4
9
.
5
9
4
2
TH
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S
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OR
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Y
,
A
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SU
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A
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RE
P
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T
.
IN
I
T
I
A
L
S
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W
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R
P
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L
L
.
&
P
R
E
V
.
P
L
A
N
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
THIS SHEET TO BE USED
FOR EROSION CONTROL
ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON - GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 506-1037
NOTES
1.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
TEMPORARY BELOW GRADE "DROP INLET PROTECTION BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET", "SEDIMENT
CONTROL DEVICES"
DENOTES EXISTING FLOW ONTO THE SITE
111895GBC
SW
I
N
L
E
Y
F
O
R
E
S
T
KJJM LAF
CA
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L
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T
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C
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T
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,
I
N
D
I
A
N
A
12
/
1
8
/
2
0
2
4
SWINLEY FOREST
ZONING: R-1
PRIMARY PLATSTOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
The following is a list in sequence of construction activities to control soil erosion:
1.The contractor shall schedule a Pre-construction meeting with Hamilton County prior to any constructing on the site
being started. The contractor and/or developer shall notify Hamilton County 48 hours prior to start of construction.
2.Following the required pre-construction meeting the contractor shall install the “posting information center”. The
location of the posting information center is shown on Sheet C200. The posting information center is the location
where a copy of the approved Construction General Permit, Approved SWPP Plan, signed O&M Manual and
Maintenance Logs are to be located.
3.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C200 & C201. The details and
specifications for silt fence installation are located on Sheet C205.
4.Contact the Surveyors Office to schedule an Initial Erosion Inspection to obtain a full sign off on the (ILP).
5.When the "existing site/construction limits are completely stabilized, the contractor shall start stripping the existing top
soil. Please see Sheet C205 for the temporary seed mixture and rate.
6.Contractor shall continue to grade the remainder of the site and prepare the sub-grade for the proposed driveways. If
lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction
vehicles prior to leaving the site.
7.Contractor shall installed the storm pipes.
8.Contractor shall install all asphalt pavement.
9.The contractor shall permanent seed all disturbed areas that are illustrated on Sheet C202. The seed mixture and rate
can be found on Sheet C204.
10.The contractor shall schedule a site inspection with the Hamilton County to ensure that the site is stabilized. After the
inspector approves the site conditions the contractor shall remove all temporary erosion control practices.
11.The post-construction erosion control practices then become the responsibility of the developer of this project.
12.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's
until a NOT is filed with IDEM.
A
N
L N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DE D
A
E
ODS
GE
I
R
TIS
.LM
D
RE
S
E
T
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
83
2 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4 84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
83
2 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4 84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
4
100,887 sq.ft.
2.32 ac.
116TH STREET
1
38,726 sq.ft.
0.89 ac.
2
44,012 sq.ft.
1.01 ac.
3
43,749 sq.ft.
1.00 ac.
o
o
o
o
o
o
o o o
o
o
o
o
o
o
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F
W
F
FWF
FW
F
FWF
F
W
F
FW
F
F
W
F
FWF
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FWF
F
W
F
FW
F
F
W
F
FWF
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FWF
FWF FWF FWF
FWF FWF FWF FWF
(F
F
D
)
(FFD)
(FFD
)
(F
F
D
)
(FFD)
Approx. Top of Bank
W.R. Fertig Open
Regulated Dain
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Va
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.
W
i
d
t
h
D
r
a
i
n
a
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,
A
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M
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s
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.
N
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.
2
0
0
3
0
0
1
2
7
2
9
0
20' Sewer Easement
Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
10' D.&U.E.
25
'
B
.
L
.
25
'
B
.
L
.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
25
'
D
.
&
U
.
E
.
25
'
D
.
&
U
.
E
.
C.A. #1
54,303 sq.ft.
BL
O
C
K
"
A
"
32
,
6
5
9
s
q
.
f
t
.
Approx. Limit of
W.R. Fertig Open
Regulated Dain
DRY BASIN #1
5,199 sq.ft.
VAR. D.U.&L.M.A.E.
10' D.&U.E.
35
'
B
.
L
.
35' B.L.
35' B.L.
CARMEL CREEK
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
50
'
H
A
L
F
R
/
W
SW
I
N
L
E
Y
D
R
I
V
E
SW
I
N
L
E
Y
D
R
I
V
E
VAR. I.E.E.&D.E.&U.E.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10' T.P.E.10' T.P.E.
20
'
T
.
P
.
E
.
20
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
STORMWATER
QUALITY UNIT
8
3
2
8
3
3
8
3
4
8
3
5
8
4
0
84
5
85
0
8
3
6
8
3
7
8
3
8
8
3
9
8
4
1
8
4
2
84
3
84
4
846
847
84
8
84
9
851
DRY BASIN #1
2 YEAR ELEV.=823.08
10 YEAR ELEV.=823.81
100 YEAR ELEV.=824.93.
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF SF S
F
S
F
S
F
S
F
SF
116TH STREET
25
'
B
.
L
.
25
'
B
.
L
.
C201
DA
T
E
MA
R
K
RE
V
I
S
I
O
N
S
BY
CE
R
T
I
F
I
E
D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
T
O
E
P
P
E
L
W
E
R
T
H
A
L
W
A
Y
S
O
N
79
6
5
E
a
s
t
1
0
6
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h
S
t
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e
e
t
,
F
i
s
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e
r
s
,
I
N
4
6
0
3
8
-
2
5
0
5
ph
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:
3
1
7
.
8
4
9
.
5
9
3
5
f
a
x
:
3
1
7
.
8
4
9
.
5
9
4
2
TH
I
S
D
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A
W
I
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I
S
N
O
T
I
N
T
E
N
D
E
D
T
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B
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RE
P
R
E
S
E
N
T
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D
A
S
A
R
E
T
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A
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E
M
E
N
T
O
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OR
I
G
I
N
A
L
B
O
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D
A
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Y
S
U
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Y
,
A
R
O
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SU
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O
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RE
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P
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W
A
T
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R
P
O
L
L
.
&
P
R
E
V
.
P
L
A
N
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
111895GBC
SW
I
N
L
E
Y
F
O
R
E
S
T
KJJM LAF
CA
R
M
E
L
HA
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
12
/
1
8
/
2
0
2
4
SWINLEY FOREST
ZONING: R-1
PRIMARY PLATSTOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
THIS SHEET TO BE USED
FOR EROSION CONTROL
ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON - GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 506-1037
NOTES
1.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
TEMPORARY BELOW GRADE "DROP INLET PROTECTION BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET", "SEDIMENT
CONTROL DEVICES"
RIP-RAP
ROCK HORSE SHOE DAM
ROCK CHECK DAM
LOCATION OF STORMWATER DISCHARGE FROM SITE
(SEE SECTION A27 ON SHEET C203)
DENOTES EXISTING FLOW ONTO THE SITE
ÜA9
A
N
L N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DE D
A
E
ODS
GE
I
R
TIS
.LM
D
RE
S
E
T
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
83
2 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4 84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
83
2 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4 84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
81881
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
4
100,887 sq.ft.
2.32 ac.
116TH STREET
1
38,726 sq.ft.
0.89 ac.
2
44,012 sq.ft.
1.01 ac.
3
43,749 sq.ft.
1.00 ac.
o
o
o
o
o
o
o o o
o
o
o
o
o
o
o o o o o o
F
W
F
FWF
FW
F
FWF
F
W
F
FW
F
F
W
F
FWF
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FWF
F
W
F
FW
F
F
W
F
FWF
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FW
F
F
W
F
FW
F
F
W
F
F
W
F
F
W
F
F
W
F
F
W
F
FWF
FWF FWF FWF
FWF FWF FWF FWF
(F
F
D
)
(FFD)
(FFD
)
(F
F
D
)
(FFD)
Approx. Top of Bank
W.R. Fertig Open
Regulated Dain
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Va
r
.
W
i
d
t
h
D
r
a
i
n
a
g
e
,
A
c
c
e
s
s
&
M
a
i
n
t
e
n
a
n
c
e
Ea
s
e
m
e
n
t
,
I
n
s
t
.
N
o
.
2
0
0
3
0
0
1
2
7
2
9
0
20' Sewer Easement
Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
10' D.&U.E.
25
'
B
.
L
.
25
'
B
.
L
.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
25
'
D
.
&
U
.
E
.
25
'
D
.
&
U
.
E
.
C.A. #1
54,303 sq.ft.
BL
O
C
K
"
A
"
32
,
6
5
9
s
q
.
f
t
.
Approx. Limit of
W.R. Fertig Open
Regulated Dain
DRY BASIN #1
5,199 sq.ft.
VAR. D.U.&L.M.A.E.
10' D.&U.E.
35
'
B
.
L
.
35' B.L.
35' B.L.
CARMEL CREEK
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
50
'
H
A
L
F
R
/
W
SW
I
N
L
E
Y
D
R
I
V
E
SW
I
N
L
E
Y
D
R
I
V
E
VAR. I.E.E.&D.E.&U.E.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10' T.P.E.10' T.P.E.
20
'
T
.
P
.
E
.
20
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
10
'
T
.
P
.
E
.
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
M.F.P.G.=826.00
STORMWATER
QUALITY UNIT
8
3
2
8
3
3
8
3
4
8
3
5
8
4
0
84
5
85
0
8
3
6
8
3
7
8
3
8
8
3
9
8
4
1
8
4
2
84
3
84
4
846
847
84
8
84
9
851
DRY BASIN #1
2 YEAR ELEV.=823.08
10 YEAR ELEV.=823.81
100 YEAR ELEV.=824.93.
116TH STREET
25
'
B
.
L
.
25
'
B
.
L
.
C202
DA
T
E
MA
R
K
RE
V
I
S
I
O
N
S
BY
CE
R
T
I
F
I
E
D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
T
O
E
P
P
E
L
W
E
R
T
H
A
L
W
A
Y
S
O
N
79
6
5
E
a
s
t
1
0
6
t
h
S
t
r
e
e
t
,
F
i
s
h
e
r
s
,
I
N
4
6
0
3
8
-
2
5
0
5
ph
o
n
e
:
3
1
7
.
8
4
9
.
5
9
3
5
f
a
x
:
3
1
7
.
8
4
9
.
5
9
4
2
TH
I
S
D
R
A
W
I
N
G
I
S
N
O
T
I
N
T
E
N
D
E
D
T
O
B
E
RE
P
R
E
S
E
N
T
E
D
A
S
A
R
E
T
R
A
C
E
M
E
N
T
O
R
OR
I
G
I
N
A
L
B
O
U
N
D
A
R
Y
S
U
R
V
E
Y
,
A
R
O
U
T
E
SU
R
V
E
Y
O
R
A
S
U
R
V
E
Y
O
R
L
O
C
A
T
I
O
N
RE
P
O
R
T
.
PE
R
M
.
S
T
O
R
M
W
A
T
E
R
P
O
L
L
.
&
P
R
E
V
.
P
L
A
N
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
THIS SHEET TO BE USED
FOR EROSION CONTROL
ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON - GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 506-1037
111895GBC
SW
I
N
L
E
Y
F
O
R
E
S
T
KJJM LAF
CA
R
M
E
L
HA
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
12
/
1
8
/
2
0
2
4
SWINLEY FOREST
ZONING: R-1
PRIMARY PLATSTOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
NOTES
1.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LEGEND
DENOTES CONSTRUCTION LIMITS
RIP-RAP
DENOTES PERMANENT SEEDING & MULCH AREAS
DENOTES SEEDING w/ FIBER BLANKET #S75 BY NORTH
AMERICAN GREEN
A
N
L N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DE D
A
E
ODS
GE
I
R
TIS
.LM
D
RE
S
E
T
C203
DA
T
E
MA
R
K
RE
V
I
S
I
O
N
S
BY
CE
R
T
I
F
I
E
D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
S
T
O
E
P
P
E
L
W
E
R
T
H
A
L
W
A
Y
S
O
N
79
6
5
E
a
s
t
1
0
6
t
h
S
t
r
e
e
t
,
F
i
s
h
e
r
s
,
I
N
4
6
0
3
8
-
2
5
0
5
ph
o
n
e
:
3
1
7
.
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PROJECT NAME
POTTERS BRIDGE ESTATES
SITE NAME
The area scheduled for construction is known as "Swinley Forest" (hereinafter referred to as the "Project").
PROJECT LOCATION
The property is located as follows: South side of 116th Street and approximately 2,100 ft West of Westfield Boulevard.
OWNER'S INFORMATION
Mark Gradison
6330 East 75th Street, Suite 156
Indianapolis, Indiana 46250
Phone: (317) 506-1037
Contact Person: Mark Gradison
NOTICE OF INTENT
All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on-site construction activities.
Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage
is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party
meeting either of the following requirements:
a.The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications.
b.The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution
prevention plan for the site or other permit conditions.
CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)
A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN:
C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan
C202 - Permanent Storm Water Pollution Prev. Plan
C203 - C206 - Storm Water Pollution Prevention Plan Specs.
A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS,
AND MAJOR ROADS:
See C001 - Cover Sheet for a vicinity map.
A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT:
This project includes the construction of 4 lots, 1 common area & 1 block, which consists of approximately 7.22 acres. Construction will include grading for
driveways and drainage infrastructure.
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS:
Latitude is 39° 57' 22" N
Longitude is 86° 08' 05" W
A5 - LEGAL DESCRIPTION OF THE PROJECT SITE:
A part of the Northwest Quarter of the Northeast Quarter of Section 1, Township 17 North, Range 3 East of, Clay Township, Hamilton County, Indiana. See
See C001 - Cover Sheet for the full legal description.
A6 - 11 x 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
See C001 - Cover Sheet.
A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS:
A portion of the Disturbance is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map
(FIRM) Panel 18057C0153G for Hamilton County, Indiana dated November 19, 2014.
See C001 - Cover Sheet for a FIRM map panel showing boundaries of the 100-year floodplains, floodway fringes, and floodways.
A8 - LAND USE OF ALL ADJACENT PROPERTIES:
North:Church
East:Residential
South:Residential
West: Residential
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL:
None Available.
A10 - NAME(S) OF THE RECEIVING WATER(S):
The overall site outlets to AF Ingerman Ditch and ultimately Morse Reservoir.
A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S)
FOR WHICH IT IS IMPAIRED:
The overall site outlets to AF Ingerman Ditch which flows to Morse Reservoir. Currently, AF Ingerman Ditch is on a watershed management plan. It has
been tested positive for E. coli.
A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES:
See Sheet C001 - Cover Sheet and Sheet C204 - Storm Water Pollution Prevention Plan Specs. for soil map and predominate soil types (as obtained from the
NRCS Web Soil Survey).
A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE
PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT):
Carmel Creek
A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED
FOR CONSTRUCTION ACTIVITIES:
IDEM Construction Stormwater General Permit.
A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS:
The existing site consists of mostly trees and grass.
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:
See Sheet C200-C201nitial and Temporary Stormwater Pollution Prevention Plan for existing site topography.
A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE:
See Sheet C200
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE:
See Sheet C200
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE:
See Sheet C200-C201 and Temporary Stormwater Pollution Prevention Plan for existing structure locations on the project site.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE
PURPOSE OF STORMWATER MANAGEMENT:
Based on the approved drainage Technical Information Report, there will not be any specific stormwater management controls for this overall development.
As developed this site will discharge less water than its landuse prior to development.
A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS,
SINKHOLES, OR KARST FEATURES:
There are no known locations where stormwater may be directly discharged into ground water on this site.
A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES:
Total project area (in acres): 7.22
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES:
Total expected area of land disturbance (in acres): 1.50.
A24 - PROPOSED FINAL TOPOGRAPHY:
See Sheet C200 - C201 - Initial and Temporary Stormwater Pollution Prevention Plan for proposed site topography. Each lot will have it's own grading and
will be provided on each Lots individual SWPPP.
A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:
C200 - C202 - Storm Water Pollution Prev. Plans for location(s) and approximate boundaries of disturbances.
A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER,
AND CONVEYANCE CHANNELS:
See Sheet C200 - 201 - Initial and Temporary Stormwater Pollution Prevention Plan for location(s) of stormwater drainage systems.
A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE:
Sheet C201 - Temporary Storm Water Pollution Prev. Plan for location(s) where stormwater and non-stormwater discharges will leave the site.
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION,
PROPOSED STRUCTURES, AND COMMON AREAS:
See Sheet C201 - Temporary Stormwater Pollution Prevention Plan for the location(s) of all proposed site improvements.
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS:
There will be no soil stockpile areas for this project.
A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT:
N/A
A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM
CROSSINGS AND PUMP AROUNDS:
N/A
A32 - HYDROLOGIC UNIT CODE (HUC)
051202011006
A33 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE
Pre-construction 2-year discharge: 2.71 cfs Post-construction 2-year discharge: 0.27 cfs.
Pre-construction 10-year discharge: 6.33 cfs Post-construction 10-year discharge: 0.31 cfs.
Pre-construction 100-year discharge: 16.01 cfs Post-construction 100-year discharge: 0.96 cfs.
STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C)
C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE:
The proposed land use will consist of single-family residential houses. The pollutants and sources of each pollutant normally expected from these types of
land uses are listed below:
Pollutant Source:Passenger vehicles, delivery vehicles, and trucks
Type of Pollutant:Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution,
brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials.
Pollutant Source:Residence
Type of Pollutant:Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system.
Pollutant Source:Trash dumpster
Type of Pollutant:Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products,
bacteria.
Pollutant Source:Roadway
Type of Pollutant:Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance
(sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,
wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces.
Pollutant Source:Lawn and landscape areas
Type of Pollutant:Fertilizers, soil, organic material (leaves, mulch, grass clippings).
The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants
include oil, gasoline, anti-freeze and other pollutants associated with vehicular traffic.
C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
N/A
C3 – PLAN DETAILS FOR EACH STORMWATER MEASURES:
N/A
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION:
N/A
C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
Landscaping
Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree
spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once per
week if adequate rainfall was not received. After two years, water as necessary in dry season. Lawn shall be mowed at a height of not less than 3" to increase
root mass. Lawn shall not be fertilized more that twice per year and shall be immediately watered into the soil after application.
STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B)
B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL
NON-STORMWATER DISCHARGES:
The following potential pollutant sources may be associated with construction activities on site:
Material storage areas (more specifically described below), construction waste material, fuel storage areas and fueling stations, exposed soils, leaking vehicles
and equipment, sanitary waste from temporary toilet facilities, litter, windblown dust, soil tracking off site from construction equipment, water from concrete
washout.
The following construction materials will be staged or stored on site at various points during development of the site:
Structural fill, road base, and concrete culverts.
Measures and/or operational activities for minimizing the discharge of pollutants during construction are described in the rest of this section. Those measures
and/or activities for post-construction are described in Section C.
B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS:
Each lot will install its own construction entrance from the respective 4 driveway aprons that are installed for the overall development.
B3 – SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION:
See Sheet C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan for temporary surface stabilization methods.
See Sheet C202 - Permanent Storm Water Pollution Prev. Plan for permanent surface stabilization methods.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for surface stabilization specifications, application rates for soil amendments and see
mixtures, application rate and anchoring method for mulch, and erosion control blanket installation specifications.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
Erosion control blanket will be used in swales.
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C200 - C201 - Storm Water Pollution Prev. Plans for location(s) and method(s) of sediment control measures for concentrated flow areas.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for sediment control measures for concentrated flow area specifications.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C200 - C201 - Storm Water Pollution Prev. Plans for location(s) and method(s) of sediment control measures for sheet flow areas.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for sediment control measures for sheet flow area specifications.
B6 – RUN-OFF CONTROL MEASURES:
No direct run-off control measures are required for this project.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS:
Rip-rap revetment will be used at each of the stormwater outlets where not connecting into existing manholes.
See Sheet C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan for location(s) of stormwater outlet protection.
B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:
Erosion control blanket will be utilized as grade-stabilization structures.
See Sheet C201 - Permanent Storm Water Pollution Prev. Plan for location(s) of grade stabilization structures.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for grade stabilization structure specifications.
B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS:
N/A
B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES:
There will be no work within waterbodies for this project.
B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE:
Inspection Schedule/Reporting
The project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project Management
Requirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures are
listed below.
Silt Fence
•Inspect the silt fence periodically and after each storm event.
•If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately.
•Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge.
•Take care to avoid undermining the fence during cleanout.
•After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize.
Temporary Seeding
•Inspect periodically after planting to see that vegetative stands are adequately established; reseed if necessary.
•Check for erosion damage after storm events and repair; reseed and mulch if necessary.
•Topdress fall seeded wheat or rye seedings with 50 lbs./acre of nitrogen in February or March if nitrogen deficiency is apparent.
Permanent Seeding
•Inspect periodically, especially storm events, until the stand is successfully established.
•Characteristics of a successful stand include vigorous dark green or bluish-green seedlings; uniform density with nurse plants, legumes, and grasses well
intermixed; green leaves; and the perennials remaining green throughout the summer, at least at the plant base.
•Plan to add fertilizer the following season according to soil test recommendations.
•Repair damaged, bare, or sparse or patchy, by filling any gullies, re-fertilizing, over- or re-seeding and mulching after re-preparing the seedbed.
•If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact the SWCD or cooperative extension office for
assistance.)
•If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.
Erosion Control Matting
•During vegetative establishment, inspect after storm events for any erosion below the blanket.
•If any area shows erosion, pull back that portion of the blanket covering it, add soil, re-seed the area, and re-lay and staple the blanket.
•After vegetative establishment, check the treated area periodically.
B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN
RELATION TO LAND DISTURBANCE:
1.The contractor shall schedule a Pre-construction meeting with Hamilton County prior to any constructing on the site being started. The contractor and/or
developer shall notify Hamilton County 48 hours prior to start of construction.
2.Following the required pre-construction meeting the contractor shall install the “posting information center”. The location of the posting information
center is shown on Sheet C200. The posting information center is the location where a copy of the approved Construction General Permit, Approved
SWPP Plan, signed O&M Manual and Maintenance Logs are to be located.
3.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C200-C201. The details and specifications for silt fence installation
are located on Sheet C205.
4.Contact the Surveyors Office to schedule an Initial Erosion Inspection to obtain a full sign off on the (ILP).
5.When the "existing site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil. Please see Sheet C304 for
the temporary seed mixture and rate.
6.Contractor shall continue to grade the remainder of the site and prepare the sub-grade for the proposed driveways. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site.
7.Contractor shall installed the storm pipes.
8.Contractor shall install all asphalt pavement.
9.The contractor shall permanent seed all disturbed areas that are illustrated on Sheet C202. The seed mixture and rate can be found on Sheet C204.
10.The contractor shall schedule a site inspection with the Hamilton County to ensure that the site is stabilized. After the inspector approves the site
conditions the contractor shall remove all temporary erosion control practices.
11.The post-construction erosion control practices then become the responsibility of the developer of this project.
12.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM.
B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE
PROPOSED PROJECT:
See Sheet C303 - Storm Water Pollution Prevention Plan Specs. for erosion and sediment control on individual residential building lot detail and
specifications.
B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is
required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of
the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent
future spills) to the local MS-4.
Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they
have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of
the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met:
1.Final stabilization has been achieved on all portions of the site for which the permittee was responsible.
2.Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.
3.In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner.
Spill Response Directions
In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the
construction supervisor, developer, County Surveyor's Office and the local fire department.
In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's
Office, local fire department and IDEM.
Alert Procedures for Spills
1.Any personnel observing a spill will immediately initiate the following procedure:
a.Dial "0" from any telephone.
b.Notify the appropriate emergency personnel.
2.The emergency coordinator will then take the following actions:
a.Barricade the area, allowing no vehicles to enter or exit the spill zone.
b.Notify the IDEM Office of Land Quality Emergency Response at the contact number listed below.
c.Notify the EPA National Response Center at the contact number listed below, providing the following information:
·Time of the observation of the spill
·Location of the spill
·Identity of the material(s) spilled
·Probable source of the spill
·Probable time of the spill
·Volume and duration of the spill
·Current and anticipated movement of the spill
·Current weather conditions
·Personnel at the scene of the spill
·Action(s) initiated by personnel
·Notify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & water
conservation district, local department of public works or stormwater/MS4 department.
·Notify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup.
·Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated.
·Cooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event.
Contact Numbers
Emergency Response 911
Carmel Police Department (317) 571-2500
Carmel Fire Department (317) 571-2100
IDEM Office of Land Quality Emergency Response (317) 233-7745 or (888) 233-7745
EPA National Response Center (800) 424-8802
Hamilton County Soil & Water Conservation District (317) 773-2181
Indiana Department of Natural Resources (317) 477-8773
Hamilton County Surveyor's Office (317) 776-8495
Cleanup Parameters
1.The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, available
absorbant materials and cleanup supplies, and other necessary equipment shall be maintained and readily accessible for cleanup operations.
2.All maintenance personnel shall be made aware of methods for spill prevention and the procedures outlined within this plan. Personnel shall be informed
of updates to procedures and guidelines related to spill prevention, cleanup operations, and/or changes to this plan.
3.In the event of a life endangering spill event, life-saving operations shall be carried out by local police and fire department officials.
4.The disposal of materials, especially absorbant, used during spill cleanup operations is subject to the approval and guidelines of IDEM.
5.Flushing of spilled materials, or spill-related materials, with water is not permitted without the authorization of IDEM.
B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY:
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including
disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied
periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the
manner specified by federal, state, or local regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The
location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of
the facility.
Dust Control/Off-site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be
stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize
the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed
at a frequency sufficient to minimize offsite impacts.
Sanitary/Septic
Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be
provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction
personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors.
The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said
facilities.
Water Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well
approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids
will be collected and not allowed to discharge into soil where they may be washed away during a rain event.
Equipment washdown (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited.
Hazardous Material Storage
Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not
resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas
within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal,
state, and local regulations.
As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials
Spill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper
hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution
prevention plan by the operator following on-site location of the storage areas.
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON
(317) 506-1037
LOCATION MAP
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LA
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SFSFSFSFSF
SF
SF
SF
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SF
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SF
SF
SF SF SF SF SF SF SF
HOUSE
GARAGE
PAD ELEV.
TOPSOIL
STOCKPILE
CONSTRUCTION
ENTRANCE/EXIT
CW
STREET
(TO BE CLEARED AT END
OF EVERY WORK DAY)
SIDEWALK
CURB & GUTTER
PS
PS
REAR YARD
DRAINAGE SWALE
SIDE YARD
DRAINAGE SWALE
CURB INLET
PROTECTION
DROP INLET
PROTECTION
BASKET
SUBSOIL
STOCKPILE
EROSION CONTROL PLAN LEGEND
PROPERTY LINE/DRAINAGE
SWALE
DRAINAGE FLOW
TREE CONSERVATION
SILT FENCE
CONCRETE WASHOUT
PERMANENT SEEDING
AREA TO BE TOP-SOILED,
SEEDED, AND MULCHED BY
OWNER AT COMPLETION OF
CONSTRUCTION. PALIMAR IS TO
BE USED OF GRASS GROWTH IS
NOT POSSIBLE.
SF SF
CW
PS
NOTES:
1.EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION.
2.MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.
3.CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.
4.PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF BASEMENT/FOUNDATION HAS BEGUN. PERIMETER
PROTECTION ON LOTS SHALL REMAIN IN PLACE UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND
CONSTRUCTION DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE.
STORM WATER POLLUTION & PREVENTION NOTES:
A.ALL STORM WATER QUALITY MEASURES, INCLUDING EROSION AND SEDIMENT CONTROL, NECESSARY TO COMPLY WITH THIS
RULE MUST BE IMPLEMENTED IN ACCORDANCE WITH THE PLAN AND SUFFICIENT TO SATISFY SUBSECTION (B).
B.PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS REGULATED UNDER THE ORIGINAL PERMIT
OF A PROJECT SITE OWNER MUST INCLUDE THE FOLLOWING REQUIREMENTS IN ACCORDANCE WITH DETAILS SHOWN ON SHEETS
C303-C305:
B.1.THE INDIVIDUAL LOT OPERATOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER,
SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES ON
INDIVIDUAL LOTS.
B.2.INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS.
B.3.INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO
LAND DISTURBANCE.
B.4.SEDIMENT DISCHARGE AND TRACKING FROM EACH LOT MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBING
ACTIVITIES ON THE LOT UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED.
B.5.CLEAN-UP OF SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL
APPLICABLE STATUTES AND RULES.
B.6.ADJACENT LOTS DISTURBED BY AND INDIVIDUAL LOT OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR
PERMANENT SURFACE STABILIZATION.
B.7.FOR INDIVIDUAL RESIDENTIAL LOTS, FINAL STABILIZATION MEETING THE CRITERIA IN SECTION 7(B)(20) OR THIS RULE WILL
BE ACHIEVED WHEN THE INDIVIDUAL LOT OPERATOR:
B.7.A.COMPLETES FINAL STABILIZATION; OR
B.7.B.HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES FOR AN INDIVIDUAL LOT PRIOR TO
OCCUPATION OF THE HOME BY THE HOMEOWNER AND HAS INFORMED THE HOMEOWNER OF THE REQUIREMENT FOR,
AND BENEFITS OF, FINAL STABILIZATION. 7(B)(20) FINAL STABILIZATION OF A PROJECT SITE IS ACHIEVED WHEN:
B.7.1.A.ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A UNIFORM (FOR EXAMPLE, EVENLY DISTRIBUTED,
WITHOUT LARGE BARE AREAS) PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT (70%) HAS
BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR
EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED; AND
B.7.1.B.CONSTRUCTION PROJECTS ON LAND USED FOR AGRICULTURAL PURPOSES ARE RETURNED TO ITS PRECONSTRUCTION
AGRICULTURAL USE OR DISTURBED AREAS, NOT PREVIOUSLY USED FOR AGRICULTURAL PRODUCTION, SUCH AS
FILTER STRIPS AND AREAS THAT ARE NOT BEING RETURNED TO THEIR PRECONSTRUCTION AGRICULTURAL USE, MEET
THE FINAL STABILIZATION REQUIREMENTS IN CLAUSE (A).
B.8.THE PERMIT HOLDER/OWNER NEEDS TO CONDUCT AN ONSITE E.C. EVALUATION AFTER EVERY MEASURABLE RAIN FALL
EVENT OF 5" OR GREATER. THESE MUST BE FILED FOR A MINIMUM OF THREE YEARS.
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
INDIVIDUAL LOT STORM WATER POLLUTION & PREVENTION DETAIL
NOT-TO-SCALE
EROSION CONTROL NOTES
EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE
STONE ENTRANCE PRIOR TO CLEANING AND
GRADING
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING.
FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SILT FENCE PRIOR TO CLEANING AND
GRADING
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION
IMMEDIATELY.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING
THE FABRIC TO BULGE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING
THE DISTURBED AREA TO GRADE, AND STABILIZE.
TOPSOIL STOCKPILE PRIOR TO CLEANING AND
GRADING
DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN
A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.)
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND
SEDIMENTATION.
REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR
AP HORIZON).
STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES
NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02-B).
(SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN
ONE LARGE PILE.)
IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR
SURROUNDED BY A SEDIMENT BARRIER.
TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.
CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.
WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL
GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.
ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE)
CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE
BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO
RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED,
a. REMOVE WATER AND SEDIMENT FROM THE BASIN,
b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS,
c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA,
d. STABILIZE
TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF
NECESSARY.
CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.
TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN
DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS; UNIFORM
DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS
REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING AND
MULCHING AFTER RE-PREPARING THE SEEDBED.
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS.
(CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
RECOMMENDATIONS.
EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA,
AND RE-LAY AND STAPLE THE BLANKET.
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
INLET PROTECTION AFTER EACH INLET IS PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
INSPECT AFTER EACH STORM EVENT.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVAL OF INLET
PROTECTION
AFTER ALL AREAS DRAINING
TO THESE AREAS ARE
STABILIZED
N/A
REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING
TO THESE AREAS ARE
STABILIZED
N/A
300
275
250
225
200
175
150
125
100
75
50
25
0
4:1 3:1 2:1 1:1 LOW
FLOW
CHANNEL
MED/HIGH
FLOW
CHANNEL
AND
SHORELINE
DC
C
B
C
B
B
C
A
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A
SLOPE GRADIENT
SL
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6'
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2'
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1.5'
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2'
20"3'
1 STAPLE
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11 2 STAPLES
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2 STAPLES
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31 2 STAPLES
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A B C D
EROSION CONTROL BLANKET
STAPLE PATTERN GUIDE
NOT-TO-SCALE
STAPLE PATTERNS APPLY TO ALL NORTH
AMERICAN GREEN EROSION CONTROL
BLANKETS. STAPLE PATTERNS WILL
VARY DEPENDING UPON SLOPE LENGTH,
SLOPE GRADE, SOIL TYPE, AND AVERAGE
ANNUAL RAINFALL.
SOILS MAP
SCALE: 1" = 500'
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
Sx / YmsB2
116th Street
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MARK GRADISON
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SITE
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FOR EROSION CONTROL ONLY.
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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON
(317) 506-1037
900012
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STATE OF
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Landscape Plan
SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY
TREES
ACE ARM Acer rubrum 'Armstrong' / Armstrong Red Maple 2.5" Cal.B&B 2
AME GRA Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 2" Cal.B&B 1
SYR IVO Syringa reticulata 'Ivory Silk' / Ivory Silk Japanese Tree Lilac 2.5" Cal.B&B 2
SHRUBS
ALL MNM Allium x 'Millenium' / Millenium Ornamental Onion 1 gal.Pot 24
ROS ADR Rosa x 'Meimirrote' / Apricot Drift® Rose 3 gal.Pot 10
SED RXI Sedum x 'Wildfire' / Sunsparkler® Wildfire Sedum 1 gal.Pot 12
TAX EVE Taxus x media 'Everlow' / Everlow Anglo-Japanese Yew 5 gal.Pot 6
PLANT SCHEDULE
(10) Apricot Drift® Rose
(24) Millenium Ornamental Onion
(12) Sunsparkler® Wildfire Sedum
(6) Everlow Anglo-Japanese Yew
(1) Ivory Silk Japanese Tree Lilac
(1) Armstrong Red Maple
(1) Autumn Brilliance Apple Serviceberry
(1) Armstrong Red Maple
(1) Ivory Silk Japanese Tree Lilac
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ES
Findings of Fact Forms
Filename: Primary Plat 2025 Page 7
FINDINGS OF FACT FORM
FOR PRIMARY PLAT CONSIDERATION
Carmel Plan Commission
Carmel, Indiana
DOCKET NO. ___________________ SUBDIVISION NAME: __________________________________
PETITIONER: _____________________________
_____ Based upon all the evidence presented by the petitioner and upon the representations and
certifications of the staff of the Department of Community Services, I determine that the plat
complies with standards of the Carmel Unified Development Ordinance.
_____ I hereby approve of the primary plat as submitted with the following specific conditions as agreed
to by the petitioner.
Condition 1. _________________________________________________________________________
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Condition 2. _________________________________________________________________________
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Condition 3. _________________________________________________________________________
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_____ I hereby disapprove of the primary plat as submitted for the following reasons:
1. __________________________________________________________________________________
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2. __________________________________________________________________________________
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3. __________________________________________________________________________________
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DATED THIS __________ DAY OF ______________________________, 20 _______.
_________________________________________
Commission Member
Revised 1/3/2025
Page 8 of 12 File: development standards variance handout 2025 Revised 12-16-2024
FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE
CARMEL ADVISORY BOARD OF ZONING APPEALS
(Petitioner fills out 1-3, and first 2 blanks)
Docket No.: _______________________________________________
Petitioner: _______________________________________________
1.The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the
community because:
_____________________________________________________________________________________
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2.The use and value of the area adjacent to the property included in the variance will not be affected in a substantially
adverse manner because:
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3.The strict application of the terms of the Unified Development Ordinance to the property will result in practical
difficulties in the use of the property because:
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DECISION
It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No.
___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are
incorporated herein by reference and made a part hereof.
Adopted this _______________ day of __________________________________, 20 _______.
_____________________________________________ _____________________________________________
CHAIRPERSON, Carmel Board of Zoning Appeals
_____________________________________________ _____________________________________________
SECRETARY, Carmel Board of Zoning Appeals
Conditions of approval of the Board, if any, are listed on the Letter of Grant.
Swinley Forest LLC
PZ-2024-00239 SW
The proposed waiver and variance (Street Frontage and Front Yard Setback) will not
cause pollution, unsanitary conditions, traffic congestion or impair drainage.
Utilizing a 20' private road and reduction of the front yard setback will allow for trees
to remain in place maintaining a buffer to the neighborhood to the north. Additionlly,
reducing the front yard setback will allow for more buildible area for the property as there is significant
floodway in the rear of lots 1, 2 and 3.
Without relief, the owners of the Property would be unable to enhance the appearance
and value of the Property for themselves and their neighbors.
Filename: Primary Plat 2025 Revised 1/3/2025 Page 9
DESIGN STANDARDS WAIVER FINDINGS OF FACT
CARMEL PLAN COMMISSION
Carmel, Indiana
Docket No: ________________________________
Petitioner: _________________________________
Unified Development Ordinance Section Varied from: _____________________________________________
Brief Description of Waiver: __________________________________________________________________
In deciding whether or not the applicant has presented sufficient proof to permit the granting of a waiver, the Plan
Commission should consider the following:
- The granting of the Design Standard Waiver will not be detrimental to public safety, health, or welfare,
or otherwise be injurious to other property.
- The conditions upon which the request for a Design Standard Waiver is based are unique to the property
for which the Design Standard Waiver is sought and are not applicable generally to other property.
-Because of unique circumstances, a particular hardship or practical difficulty would result if the strict
letter of these regulations is carried out. Financial hardship, inconvenience or difficulty shall not
constitute grounds for a Design Standard Waiver.
-The Design Standard Waiver shall not in any manner subvert the provisions of Article 5: Development
Standards, the Carmel Clay Comprehensive Plan, particularly the Bike and Pedestrian Plan..
_____ Based on all the evidence presented by the petitioner, I approve of the requested design standards waiver.
_____ I hereby disapprove of the design standards waiver request for the following reasons:
1. ______________________________________________________________________________
2.
3.
Dated this day of , 20____ .
_________________________________
Commission Member