SPRINGDALE DRIVING RANGE EXPANSION PERMITTING REV 3

DATE
SCALE:
PROJECT NO.
PERMITTING REV. 3
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
TITLE SHEET
NTS
1 15
P-1564
FIRM NO.
VICINITY MAP
NOT TO SCALE
N
TR
A
N
S
Y
L
V
A
N
I
A

C
O
U
N
T
Y
PA
R
K
W
A
Y
FINES CREEK
19-23
SITE
J
A
C
K
S
O
N

C
O
U
N
T
Y
MO
U
N
T
A
I
N
S

N
A
T
I
O
N
A
L

P
A
R
K
19
S
W
A
I
N

C
O
U
N
T
Y
VALLEY
MAGGIE
GR
E
A
T

S
M
O
K
Y
US
RIDGE
B
L
U
E
N
C

2
1
5
CRUSO
US

2
7
6
CLYDE
R
I
V
E
R
US 276
WAYNESVILLE
P
I
G
E
O
N
I
-
4
0
I
-
4
0
US

2
7
6
19
-
2
3
BYP
M
A
D
I
S
O
N

C
O
U
N
T
Y
CRABTREE
NC

2
0
9
I-40
NC 1
1
0
NC 2
1
5
BU
N
C
O
M
B
E

C
O
U
N
T
Y
CANTON
TENN
E
S
S
E
E
DEVELOPMENT DATA BLOCK
OWNER/DEVELOPER: WEST SPRINGDALE LLC A SC LLC
200 GOLFWATCH RD
C/O 910 PRESTWOOD DR
HARTSVILLE, SC 29550-3026
ENGINEER:PRESTON GREGG, JASON MILLER
PR ENGINEERING, PLLC
83 SHERMANS RUN
CANTON, NC 28716
(PH.) [phone]
[e-mail]
SURVEYOR:MARTY OWENS SURVEYING
19 FORGA PLAZA LOOPS
WAYNESVILLE, NC 28786
(PH.) [phone]
PIN #: 8663-59-2373
NO ZONING
DISTURBED AREA: ±6.47 AC
IMPERVIOUS AREA (NET): ±0.21 AC
PERVIOUS AREA (NET): ±6.26
BLD HEIGHT: 2 STORY
FOOD HAZARD: PROJECT IS NOT WITHIN THE 100-YEAR
FLOOD HAZARD AREA PER NORTH
CAROLINA FLOODPLAIN MAPPING
SITE, GRADING &
EROSION CONTROL,
STREAM RESTORATION
PLANS FOR
SPRINGDALE GOLF COURSE
DRIVING RANGE EXPANSION
CRUSO
HAYWOOD COUNTY
NORTH CAROLINA
INDEX OF SHEETS
===================================================
SHEET NO.DESCRIPTION
===================================================
TS TITLE SHEET
EX-100 EXISTING CONDITIONS SURVEY
C-100 DEMOLITION PLAN
C-110 SITE PLAN
C-120 GRADING & STORMWATER PLAN
C-130 EROSION CONTROL PLAN
C-140 STREAM RESTORATION PLAN
C-141 STREAM RESTORATION PLAN & PROFILE
C-200 DETAILS
C-201 DETAILS
C-202 DETAILS
C-203 DETAILS
C-204 DETAILS
C-205 DETAILS
C-130*PRELIMINARY EC PLAN (*REFERENCE)
REVISION HISTORY
===================================================
DATE DESCRIPTION
===================================================
11/7/2022 PERMITTING SUBMITTAL
2/20/2023 REVISED PER USACE COMMENTS
3/29/2023 REVISED PER NC DEQ COMMENTS
3-29-2023
2
9
2
0
30
2
0
301
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
2880
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phas
e

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
Approx.
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
Ex.
G
r
a
v
e
l
Yard Inlet
Building
Gravel
Parking
Count
r
y

C
l
u
b

D
r
i
v
e
15' Pa
v
e
d

R
o
a
d
24" CPP
Putting Green
Bran
c
h
Bunker
Ditchline
Putting
Green
Putting
Green
Driving
Range
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
PR
E
L
I
M
I
N
A
R
Y
NO
T

F
O
R

R
E
C
O
R
D
A
T
I
O
N
,

C
O
N
V
E
Y
A
N
C
E
S
,

O
R

S
A
L
E
S
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
RE
V
I
S
I
O
N
S
DA
T
E
DR
A
W
I
N
G

S
C
A
L
E
:
SU
R
V
E
Y

D
A
T
E
:
VICINITY MAP
NOT TO SCALE
N
TR
A
N
S
Y
L
V
A
N
I
A

C
O
U
N
T
Y
PA
R
K
W
A
Y
FINES CREEK
19-23
SITEJ
A
C
K
S
O
N

C
O
U
N
T
Y
MO
U
N
T
A
I
N
S

N
A
T
I
O
N
A
L

P
A
R
K
19
S
W
A
I
N

C
O
U
N
T
Y
VALLEY
MAGGIE
GR
E
A
T

S
M
O
K
Y
US
RIDGE
B
L
U
E
N
C

2
1
5
CRUSO
US

2
7
6
CLYDE
R
I
V
E
R
US 276
WAYNESVILLE
P
I
G
E
O
N
I
-
4
0
I
-
4
0
US

2
7
6
19
-
2
3
BYP
M
A
D
I
S
O
N

C
O
U
N
T
Y
CRABTREE
NC

2
0
9
I-40
NC 1
1
0
NC 2
1
5
BU
N
C
O
M
B
E

C
O
U
N
T
Y
CANTON
TENNE
S
S
E
E
E
N
W
S
O
w
e
n
s n
i
y
evruS
g
EXISTING CONDITIONS
EX-100
SHEET 2 OF 15
OW
N
E
R

O
F

R
E
C
O
R
D
We
s
t

S
p
r
i
n
g
d
a
l
e
,

L
L
C
PR
O
P
E
R
T
Y

D
E
S
I
G
N
A
T
I
O
N
PI
N

8
6
6
3
-
5
9
-
2
3
7
3
Ea
s
t

F
o
r
k

T
o
w
n
s
h
i
p
Ha
y
w
o
o
d

C
o
u
n
t
y
,

N
C
SU
R
V
E
Y

F
O
R
We
s
t

S
p
r
i
n
g
d
a
l
e
,

L
L
C
PR
O
J
E
C
T

N
U
M
B
E
R
AP
P
R
O
V
E
D

B
Y
:
DR
A
W
N

B
Y
:
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
20
-
1
-
9
8
0
BK
C
3-
1
7
-
2
0
2
2
RM
O
1"
=
6
0
'
NOTES:
1.CONTOUR INTERVALS SHOWN ARE 2' MINOR & 10' MAJOR.
2.ELEVATIONS ARE AT A ASSUMED DATUM.
3.UNDERGROUND UTILITIES AND IMPROVEMENTS NOT READILY VISIBLE
WERE NOT LOCATED.THIS MAP WAS PREPARED SOLELY FOR THE
PURPOSE OF SHOWING TOPOGRAPHY AND EXISTING SITE CONDITIONS.
4.THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY!
5.THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS
OF WAY OF RECORD.
6.AREA COMPUTED BY COORDINATE METHOD.
7.ALL DISTANCES ARE HRIZONTAL MEASURE.
8.NO NCGS CONTROL WITHIN 2000'
9.PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA.
10.THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE SEARCH.
11.THIS SURVEY MEETS THE REQUIREMENTS OF A CLASS A SURVEY.
12.FOR PROPERTY BOUNDARY REFERENCE PLAT CAB D PG 836.
GRID NORTH
(NAD 83 / 2011)
I,Richard M. Owens Jr., certify that this project was drawn under my supervision from an actual survey made under my
supervision. That this certification is for the topography and existing above ground site conditions as shown. This is not a
certification of boundaries, right-of-ways, reservations or restriction or lack thereof. This topographic survey shall not be used
for recording, conveyances or real estate sales. Signed and Sealed on the 6th day of April, A.D., 2022.
________________________________
Richard M. Owens Jr. PLS
L-4686
I, Richard M. Owens Jr. PLS, certify that this map was
drawn under my supervision from an actual GPS survey
made under my supervision and the following information
was used to perform the survey:
(1) Class of survey: Class A
(2) Positional accuracy: H=0.03' V=0.05'
(3) Type of GPS field procedure: RTK
(4) Dates of survey: 3-17-2022
(5) Datum/Epoch: NAD83 (2011)
(6) Published/Fixed-control use: VRS
(7) Geoid model: GEOID12B (Conus)
(8) Units: US Survey Feet
(9) Combined Factor = 0.XXX
Ri
c
h
a
r
d

M
.

O
w
e
n
s

J
r
.

P
L
S
19

F
o
r
g
a

P
l
a
z
a

L
o
o
p
Wa
y
n
e
s
v
i
l
l
e
,

N
o
r
t
h

C
a
r
o
l
i
n
a
Te
l
e
p
h
o
n
e

(
8
2
8
)

4
5
6
-
9
5
0
0
ow
e
n
s
s
u
r
v
e
y
i
n
g
.
c
o
m
Ow
e
n
s

S
u
r
v
e
y
i
n
g
,

P
L
L
C
P-
2
2
4
2
Storm Sewer
Silt Fence
Irrigation Valve
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
Paul C. George &
Cherry P. George TR
D.B. 1033 / Pg. 673
Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
Ronald Earl Lawrence
D.B. 1014 / Pg. 480
Alison J. Corey
D.B. 1046 / Pg. 712
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
Open Top Pipe
0.4' Tall
#5 Rebar
0.2' Tall
Fuel
Tank
#5 Rebar
0.2' Tall
Aluminum
Monument
#5 Rebar &
Cap
'Owens'
#5 Rebar &
Cap
'Owens'
#5 Rebar &
Cap
'Owens'
2
9
2
0
30
2
0
301
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
2880
NOTE:
1.FOUNDATION, RETAINING WALLS,
HEADWALLS PER STRUCTURAL PLANS
2.WATER & SEWER UTILITY PLANS BY OTHERS
3.FINAL GOLF COURSE LANDSCAPE AND
GRADING FEATURES BY OTHERS
4.PHASE 1 EC PLANS ON FILE AND INCLUDED
HEREIN BY REFERENCE TO BE USED AND
MAINTAINED AS INITIAL SEDIMENT AND
EROSION MEASURES
5.UPON REMOVAL OF SEDIMENT TRAPS,
GRADE TO FINAL GRADE AND ENSURE
POSITIVE DRAINAGE. STABILIZE ALL
DISTURBED AREAS.
6.SEDIMENT TRAPS, DIVERSION BERMS, SILT
FENCE , AND ALL OTHER EROSION CONTROL
MEASURES TO BE REMOVED AFTER SITE IS
THOROUGHLY STABILIZED.
7.AVOID ANY DISTURBANCE IN OR AROUND
MARKED WETLAND AREA
REMOVE
PAVING,
GRAVEL, AND
BUILDING,
GREENS AND
TEE BOX.
RE-ESTABLISH
GROUND COVER
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
Approx.
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
Ex.
G
r
a
v
e
l
295LF STREAM IMPACT
TO BE PIPED AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
355LF STREAM IMPACT
TO BE PERMANENTLY RESTORED
EX. IMPOUNDMENT REMOVED BY
TROPICAL STORM FRED FLOODING
EVENT, AUG 2021. NOT REPLACED
AT DIRECTION OF USACE
Yard Inlet
Ex. Building
Ex. Gravel
Parking
Count
r
y

C
l
u
b

D
r
i
v
e
15' Pa
v
e
d

R
o
a
d
Putting Green
Ex. B
r
a
n
c
h
Bunker
Ditchline
Ex. Driving Range
Tee Box
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
GRID NORTH
(NAD 83 / 2011)
Storm Sewer
Silt Fence
Irrigation Valve
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
Paul C. George &
Cherry P. George TR
D.B. 1033 / Pg. 673
Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
Ronald Earl Lawrence
D.B. 1014 / Pg. 480
Alison J. Corey
D.B. 1046 / Pg. 712
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
Ex. Fuel
Tank
#5 Rebar
0.2' Tall
Aluminum
Monument
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
DEMOLITION PLAN
C-100
1"=50'
3 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
2
9
2
0
30
2
0
301
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
2880
NEW PARKIN
G
TOTAL 74 SP
A
C
E
S
FUT
BLDG
50'x30'
TOP FL
R
2917
BOT FL
R
2907
±434LF
EXTENDED
RANGE NET
32
14
12
12
4
350 LF 36" HDPE PIPE
NEW RANGE TEE
90'D X 160'W
2907 ELEV
REPLACE EX. 24" CPP
WITH 80LF 36" HDPE
PRECAST CONCRETE ENDWALL
NCDOT DWG 838.80 OR APPROVED EQUAL
TOP 2886
36" HDPE
IE 2880.5
VERIFY INVERT OF PIPE IS 7" BELOW
POND WATER SURFACE
HEADWALL "A"
TOP 2906.5
36" HDPE
IE 2901
MINIMIZE GRADNG IN STREAM
TO MAX. EXTENT FEASIBLE
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2904.0
IE IN (36") 2898.2
IE OUT 2898.0
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
NOTE:
1.FOUNDATION, RETAINING WALLS,
HEADWALLS PER STRUCTURAL PLANS
2.WATER & SEWER UTILITY PLANS BY OTHERS
3.FINAL GOLF COURSE LANDSCAPE AND
GRADING FEATURES BY OTHERS
4.PHASE 1 EC PLANS ON FILE AND INCLUDED
HEREIN BY REFERENCE TO BE USED AND
MAINTAINED AS INITIAL SEDIMENT AND
EROSION MEASURES
5.UPON REMOVAL OF SEDIMENT TRAPS,
GRADE TO FINAL GRADE AND ENSURE
POSITIVE DRAINAGE. STABILIZE ALL
DISTURBED AREAS.
6.SEDIMENT TRAPS, DIVERSION BERMS, SILT
FENCE , AND ALL OTHER EROSION CONTROL
MEASURES TO BE REMOVED AFTER SITE IS
THOROUGHLY STABILIZED.
7.AVOID ANY DISTURBANCE IN OR AROUND
MARKED WETLAND AREA
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2887.0
IE IN (36") 2882.5
IE OUT 2882.3
9'
TYP
2
4
'
T
Y
P
2
0
'
T
Y
P
2
0
'
T
Y
P
24'
24'
10' TYP
8'
TYP
10'
TYP
1
0
'

W

S
I
D
E
W
A
L
K
1
0
'

W

S
I
D
E
W
A
L
K
Approx.
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
R
4
7
.
1
'
1
9
121' RETA
I
N
I
N
G

W
A
L
L
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
6
'
T
Y
P
Ex.
G
r
a
v
e
l
62LF 36" HDPE
AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
50
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
0
+
0
0
1
+
0
0
2
+
0
0
3+00
STREAM X-SECT PER DETAIL
2.25' W X 0.6' DEEP BANKFULL
3
+
6
0
TEMP
.

D
I
V
E
R
S
I
O
N

S
W
A
L
E

W
/
COIR
M
A
T
T
I
N
G

D
U
R
I
N
G

S
T
R
E
A
M
RESTO
R
A
T
I
O
N
.

P
E
R

N
C

B
M
P
.
295LF ST
R
E
A
M

I
M
P
A
C
T
TO BE

P
I
P
E
D
355LF
IMP
A
C
T
TO
B
E

R
E
S
T
STREA
M
ORED
Yard Inlet
Ex. Building
Ex. Gravel
Parking
Count
r
y

C
l
u
b

D
r
i
v
e
15' Pa
v
e
d

R
o
a
d
Putting Green
Ex. B
r
a
n
c
h
Bunker
Ditchline
Ex. Putting
Green
Ex.
Putting
Green
Ex. Driving Range
Tee Box
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
GRID NORTH
(NAD 83 / 2011)
Storm Sewer
Silt Fence
Irrigation Valve
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
Paul C. George &
Cherry P. George TR
D.B. 1033 / Pg. 673
Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
Ronald Earl Lawrence
D.B. 1014 / Pg. 480
Alison J. Corey
D.B. 1046 / Pg. 712
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
Ex. Fuel
Tank
#5 Rebar
0.2' Tall
Aluminum
Monument
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
SITE PLAN
C-110
1"=50'
4 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
2
9
2
0
30
2
0
301
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
2880
350 LF 36" HDPE PIPE
22
2624
20 22
17
21
T6.8
B6.3
15
25
2907
2906
2906
2906
2906
6
6
REPLACE EX. 24" CPP
WITH 80LF 36" HDPE
PRECAST CONCRETE ENDWALL
NCDOT DWG 838.80 OR APPROVED EQUAL
TOP 2886
36" HDPE
IE 2880.5
VERIFY INVERT OF PIPE IS 7" BELOW
POND WATER SURFACE
HEADWALL "A"
TOP 2906.5
36" HDPE
IE 2901
MINIMIZE GRADNG IN STREAM
TO MAX. EXTENT FEASIBLE
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2904.0
IE IN (36") 2898.2
IE OUT 2898.0
2950
2960
2
9
2
0
2910
2910
2900
2890
2
9
0
0
2920
2904
2930
2940
2887 2907
2907
2924
T6.8
B6.3
25.5
36
32.
7
26.4
14.8
T16.8
B16.3
T16.8
B16.3
16
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
3:1
3:
1
1
.
5
:
1
1.
5
:
1
3:1
8%
10
%
15
%
9.2
%
6.8
%
NOTE:
1.FOUNDATION, RETAINING WALLS,
HEADWALLS PER STRUCTURAL PLANS
2.WATER & SEWER UTILITY PLANS BY OTHERS
3.FINAL GOLF COURSE LANDSCAPE AND
GRADING FEATURES BY OTHERS
4.PHASE 1 EC PLANS ON FILE AND INCLUDED
HEREIN BY REFERENCE TO BE USED AND
MAINTAINED AS INITIAL SEDIMENT AND
EROSION MEASURES
5.UPON REMOVAL OF SEDIMENT TRAPS,
GRADE TO FINAL GRADE AND ENSURE
POSITIVE DRAINAGE. STABILIZE ALL
DISTURBED AREAS.
6.SEDIMENT TRAPS, DIVERSION BERMS, SILT
FENCE , AND ALL OTHER EROSION CONTROL
MEASURES TO BE REMOVED AFTER SITE IS
THOROUGHLY STABILIZED.
7.AVOID ANY DISTURBANCE IN OR AROUND
MARKED WETLAND AREA
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2887.0
IE IN (36") 2882.5
IE OUT 2882.3 Approx.
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
6.6
2
9
3
0
2
9
4
0
35.6
34
.
4
4:1
TW 28
BW 26
TW 33.5
BW 26.5
TW 33.5
BW 28
TW 35
BW 34
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
23.2
23.4
24.6
16.3
3:1
6
2910
Ex.
G
r
a
v
e
l
62LF 36" HDPE
AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
50
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
0
+
0
0
1
+
0
0
2
+
0
0
3+00
STREAM X-SECT PER DETAIL
2.25' W X 0.6' DEEP BANKFULL
REMOVE DEBRIS, RESTORE
GRADE TO EX. CONDITION,
AND STABILIZE PER DETAILS
2930
293
0
29
4
0
2940
3
+
6
0
3:1
06
Yard Inlet
Ex. Building
Ex. Gravel
Parking
Count
r
y

C
l
u
b

D
r
i
v
e
15' Pa
v
e
d

R
o
a
d
Putting Green
Ex. B
r
a
n
c
h
Bunker
Ditchline
Ex. Putting
Green
Ex.
Putting
Green
Ex. Driving Range
Tee Box
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
GRID NORTH
(NAD 83 / 2011)
Storm Sewer
Silt Fence
Irrigation Valve
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
Paul C. George &
Cherry P. George TR
D.B. 1033 / Pg. 673
Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
Ronald Earl Lawrence
D.B. 1014 / Pg. 480
Alison J. Corey
D.B. 1046 / Pg. 712
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
Ex. Fuel
Tank
#5 Rebar
0.2' Tall
Aluminum
Monument
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
GRADING & STORMWATER PLAN
C-120
1"=50'
5 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
2
9
2
0
30
2
0
301
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
2880
350 LF 36" HDPE PIPE
22
2624
20 22
17
21
T6.8
B6.3
15
25
2907
2906
2906
2906
2906
6
6
REPLACE EX. 24" CPP
WITH 80LF 36" HDPE
PRECAST CONCRETE ENDWALL
NCDOT DWG 838.80 OR APPROVED EQUAL
TOP 2886
36" HDPE
IE 2880.5
VERIFY INVERT OF PIPE IS 7" BELOW
POND WATER SURFACE
HEADWALL "A"
TOP 2906.5
36" HDPE
IE 2901
MINIMIZE GRADNG IN STREAM
TO MAX. EXTENT FEASIBLE
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2904.0
IE IN (36") 2898.2
IE OUT 2898.0
2950
2960
2
9
2
0
2910
2910
2900
2890
2
9
0
0
2920
2904
2930
2940
2887 2907
2907
2924
T6.8
B6.3
25.5
36
32.
7
26.4
14.8
T16.8
B16.3
T16.8
B16.3
16
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
3:1
3:
1
1
.
5
:
1
1.
5
:
1
3:1
8%
10
%
15
%
9.2
%
6.8
%
CONSTRUCTION
ENTRANCE PER
DETAIL
TRM
REINFORCED
CHANNEL
DITCH CHECK (TYP.)
SPACING PER DETAIL
DITCH CHECK (TYP.)
SPACING PER DETAIL
DITCH CHECK (TYP.)
SPACING PER DETAIL
SLOPE STABILIZATION
PER DETAILS
ALL SLOPES 3:1 AND STEEPER USE
EROSION CONTROL MAT WITH
SEEDING SCHEDULE PER DETAIL
TEMP. SEDIMENT
TRAP W TEMP EC
GRADING SHOWN
SILT FENCE
NOTE:
1.FOUNDATION, RETAINING WALLS,
HEADWALLS PER STRUCTURAL PLANS
2.WATER & SEWER UTILITY PLANS BY OTHERS
3.FINAL GOLF COURSE LANDSCAPE AND
GRADING FEATURES BY OTHERS
4.PHASE 1 EC PLANS ON FILE AND INCLUDED
HEREIN BY REFERENCE TO BE USED AND
MAINTAINED AS INITIAL SEDIMENT AND
EROSION MEASURES
5.UPON REMOVAL OF SEDIMENT TRAPS,
GRADE TO FINAL GRADE AND ENSURE
POSITIVE DRAINAGE. STABILIZE ALL
DISTURBED AREAS.
6.SEDIMENT TRAPS, DIVERSION BERMS, SILT
FENCE , AND ALL OTHER EROSION CONTROL
MEASURES TO BE REMOVED AFTER SITE IS
THOROUGHLY STABILIZED.
7.AVOID ANY DISTURBANCE IN OR AROUND
MARKED WETLAND AREA
TEMP. SEDIMENT
TRAP W/ TEMP EC
GRADING SHOWN
TEMP. SEDIMENT TRAP
MODIFY FROM PHASE 1 EC PLAN
INLET PROTECTION
(TYP.)
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2887.0
IE IN (36") 2882.5
IE OUT 2882.3 Approx.
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
6.6
2
9
3
0
2
9
4
0
35.6
34
.
4
4:1
TW 28
BW 26
TW 33.5
BW 26.5
TW 33.5
BW 28
TW 35
BW 34
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
23.2
23.4
24.6
16.3
3:1
6
2910
Ex.
G
r
a
v
e
l
62LF 36" HDPE
MAINTAIN EX. DIVERSION BERM
**MINIMIZE ALL DISTURBANCE ON
STREAM SIDE OF DIVERSION BERM
TO MAX EXTENT FEASIBLE
SILT FENCE
ESTABLISH & STABILIZE
SHOULDER AND DITCH LINE TO
PREVENT RUNOFF OVER SLOPE
2:
1
2906
2902
DIVERSION BERM
ROCK FILTER OUTLET
ROCK FILTER OUTLET
TEMP EC
GRADING
2
:
1
2:1
2
:
1
2
:
1
2
:
1
2902
2896
2
9
0
2
2894
2898
2902
2902
2
:
1
2
:
1
AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
REMOVE DEBRIS, RESTORE
GRADE TO EX. CONDITION,
AND STABILIZE PER DETAILS
2930
293
0
29
4
0
2940
3:1
06
SILT FENCE
TEMP
.

D
I
V
E
R
S
I
O
N

S
W
A
L
E

W
/
COIR
M
A
T
T
I
N
G

D
U
R
I
N
G

S
T
R
E
A
M
RESTO
R
A
T
I
O
N
.

P
E
R

N
C

B
M
P
.
Yard Inlet
Ex. Building
Ex. Gravel
Parking
Count
r
y

C
l
u
b

D
r
i
v
e
15' Pa
v
e
d

R
o
a
d
Putting Green
Ex. B
r
a
n
c
h
Bunker
Ditchline
Ex. Putting
Green
Ex.
Putting
Green
Ex. Driving Range
Tee Box
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
GRID NORTH
(NAD 83 / 2011)
Storm Sewer
Silt Fence
Irrigation Valve
West Mountain
Holding, LLC
D.B. 1018 / Pg. 475
Cab. C / Pg. 532
Paul C. George &
Cherry P. George TR
D.B. 1033 / Pg. 673
Springdale Golf
Partners, LLC
D.B. 948 / Pg. 1255
Ronald Earl Lawrence
D.B. 1014 / Pg. 480
Alison J. Corey
D.B. 1046 / Pg. 712
Springdale Townhomes
Property Owners
Association, Inc.
D.B. 407 / Pg. 1076
Benjamin Richard Mayer, Meredith
Kathleen Brackett Mayer
D.B. 885 / Pg. 1898
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
Ex. Fuel
Tank
#5 Rebar
0.2' Tall
Aluminum
Monument
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
#5 Rebar & Cap
'Owens'
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
EROSION CONTROL PLAN
C-130
1"=50'
6 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
2
9
2
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
3000
299
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
350 LF 36" HDPE PIPE
HEADWALL "A"
TOP 2906.5
36" HDPE
IE 2901
MINIMIZE GRADNG IN STREAM
TO MAX. EXTENT FEASIBLE
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2904.0
IE IN (36") 2898.2
IE OUT 2898.0
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
Exten
t
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
Ex.
G
r
a
v
e
l
62LF 36" HDPE
AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
50
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
0
+
0
0
1
+
0
0
2
+
0
0
3+00
SHALLOW COBBLE STEP SECTION (TYP.)
SEE DETAIL
SPACED 15' O.C.
BEGIN @ STA 0+15. END @ STA 2+20
ROCK CROSS VANE (TYP.)
OR APPROVED EQUAL
SPACED 10' O.C.
BEGIN @ STA 2+40
END @ STA 3+20
STREAM X-SECT PER DETAIL
2.25' W X 0.6' DEEP BANKFULL
DRAIN EX. POOL
BACKFILL WITH SURGE STONE AND
PROVIDE STABLE CHANNEL TO STREAM
3
+
6
0
TEMP
.

D
I
V
E
R
S
I
O
N

S
W
A
L
E

W
/
COIR M
A
T
T
I
N
G

D
U
R
I
N
G

S
T
R
E
A
M
RESTO
R
A
T
I
O
N
.

P
E
R

N
C

B
M
P
.
2
9
2
0
3
0
0
0
2
9
9
0
2
9
8
0
2
9
7
0
2
9
6
0
2
9
5
0
298
0
297
0
2960
2950
2940
2930
29
1
0
2
9
0
0
289
0
350 LF 36" HDPE PIPE
HEADWALL "A"
TOP 2906.5
36" HDPE
IE 2901
MINIMIZE GRADNG IN STREAM
TO MAX. EXTENT FEASIBLE
CB SCDOT TYPE 9 W/
MANHOLE, OPEN 4 SIDES,
OR APPROVED EQUAL
INLET 2904.0
IE IN (36") 2898.2
IE OUT 2898.0
90LF 15" HDPE
IE U/S 2925
IE D/S 2917
FIT TO DITCH LINE
DUMPED RIP RAP FOR INLET &
OUTLET PROTECTION
NOTE:
1.FOUNDATION, RETAINING WALLS,
HEADWALLS PER STRUCTURAL PLANS
2.WATER & SEWER UTILITY PLANS BY OTHERS
3.FINAL GOLF COURSE LANDSCAPE AND
GRADING FEATURES BY OTHERS
4.PHASE 1 EC PLANS ON FILE AND INCLUDED
HEREIN BY REFERENCE TO BE USED AND
MAINTAINED AS INITIAL SEDIMENT AND
EROSION MEASURES
5.UPON REMOVAL OF SEDIMENT TRAPS,
GRADE TO FINAL GRADE AND ENSURE
POSITIVE DRAINAGE. STABILIZE ALL
DISTURBED AREAS.
6.SEDIMENT TRAPS, DIVERSION BERMS, SILT
FENCE , AND ALL OTHER EROSION CONTROL
MEASURES TO BE REMOVED AFTER SITE IS
THOROUGHLY STABILIZED.
7.AVOID ANY DISTURBANCE IN OR AROUND
MARKED WETLAND AREA
Ex. Pool
Ex. Str
e
a
m
Ex. Stream
Phase

1

S
i
l
t

F
e
n
c
e
Ph
a
s
e

1

S
i
l
t

F
e
n
c
e
Extent
s

o
f

E
x
i
s
t
i
n
g
Imp
o
u
n
d
m
e
n
t
Ex. W
e
t
l
a
n
d
Ex.

W
e
t
l
a
n
d
Ex.
G
r
a
v
e
l
62LF 36" HDPE
AVOID ANY DISTURBANCE IN OR
AROUND MARKED WETLAND AREA
50
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
0
+
0
0
1
+
0
0
2
+
0
0
3+00
STREAM X-SECT PER DETAIL
2.25' W X 0.6' DEEP BANKFULL
3
+
6
0
STREAMBANK LANDSCAPE PER
DETAILS AND SPECIFICATIONS
STREAMBANK RESTORATIVE LANDSCAPE (6'
ON BOTH SIDES FROM BANK FULL HEIGHT)
PER DETAILS AND SPECIFICATIONS
TEMP
.

D
I
V
E
R
S
I
O
N

S
W
A
L
E

W
/
COIR
M
A
T
T
I
N
G

D
U
R
I
N
G

S
T
R
E
A
M
RESTO
R
A
T
I
O
N
.

P
E
R

N
C

B
M
P
.
Yard Inlet
Putting Green
Bunker
Ditchline
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Edge of Water
Edge of Pavement
Fence
Utility Lines
Property Line Not Surveyed
Point
Iron Pin Found as Described
Aluminum Monument
LEGEND
Edge of Gravel
Curb
Major Contour Line
Minor Contour Line
Utility Pole
Sewer Manhole
Sprinkler Head
Electric Transformer
Telephone Pedestal
GRID NORTH
(NAD 83 / 2011)
Storm Sewer
Silt Fence
Irrigation Valve
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
STREAM RESTORATION PLAN
C-140
1"=50'
7 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
West Springdale, LLC
D.B. 1018 / Pg. 572
Cab. D / Pg. 836
Open Top
Pipe
0.4' Tall
#5 Rebar
0.2' Tall
POOL-RIFFLE LAYOUT (UT1)
LANDSCAPING LAYOUT (UT1)
STREAM RESTORATION TYPICAL CONSTRUCTION SEQUENCE
1.) CONTACT ENGINEER OF RECORD PRIOR TO BEGINNING WORK
2.) MARK LIMITS OF CONSTRUCTION AND NO-DISTURBANCE AREAS (E.G. WETLANDS, ETC.)
3.) PLACE INITIAL SEDIMENT AND EROSION CONTROL MEASURES AND MAINTIAN
THROUGHOUT
4.) INITIATE DEWATERING AND/OR DIVERSION METHODS NECESSARY TO TEMPORARILY
DEWATER STREAM UT1 DURING STREAM RESTORATION ACTIVITIES.
A.) ALL MEASURES MUST AVOID ALL WETLAND AREAS
B.) PLACE TEMPORARY DIVERSION SWALE WITH COIR MATTING
C.) USE SANDBAGS, OR APPROVED EQUAL, AT UPSTREAM LIMITS OF
CONSTRUCTION TO DIVERT ALL FLOWS TO TEMPORARY DIVERSION SWALE
5.) AS SOON AS PRACTICAL AFTER CONSTRUCTION OF STREAM RESTORATION SECTION
AND PROFILE, REMOVE UPSTREAM FLOW DIVERSION MEASURE, ALLOW SWALE TO DRY,
AND REMOVE COIR MATTING.
6.) BRING ALL AREAS TO FINAL GRADE
7.) INSTALL PERMANENT LANDSCAPING
2
9
2
0
29
5
0
2
9
1
0
H
E
A
D
W
A
L
L

"
A
"
M
I
N
I
M
I
Z
E

G
R
A
D
N
G

I
N

S
T
R
E
A
M
T
O

M
A
X
.

E
X
T
E
N
T

F
E
A
S
I
B
L
E
E
x
.

P
o
o
l
Ex
.

S
t
r
e
a
m
E
x
.

S
t
r
e
a
m
Ex.

W
e
t
l
a
n
d
Ex. Wetland
A
V
O
I
D

A
N
Y

D
I
S
T
U
R
B
A
N
C
E

I
N

O
R
A
R
O
U
N
D

M
A
R
K
E
D

W
E
T
L
A
N
D

A
R
E
A
5
0
'
R

S
T
R
E
A
M

C
/
L
5
0
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
50
'
R

S
T
R
E
A
M

C
/
L
0
+
0
0
1+
0
0
2+
0
0
3
+
0
0
S
T
R
E
A
M

X
-
S
E
C
T

P
E
R

D
E
T
A
I
L
2
.
2
5
'

W

X

0
.
6
'

D
E
E
P

B
A
N
K
F
U
L
L
3+
6
0
TE
M
P
.

D
I
V
E
R
S
I
O
N

S
W
A
L
E

W
/
CO
I
R

M
A
T
T
I
N
G

D
U
R
I
N
G

S
T
R
E
A
M
RE
S
T
O
R
A
T
I
O
N
.

P
E
R

N
C

B
M
P
.
El
e
v
a
t
i
o
n
Station
PROFILE VIEW OF EXISTING & PROPOSED CREEK
2910.0
2912.0
2914.0
2916.0
2918.0
2920.0
2922.0
2924.0
2926.0
2928.0
2930.0
2932.0
2934.0
2936.0
2938.0
2940.0
2942.0
2944.0
2946.0
2948.0
2950.0
2910.0
2912.0
2914.0
2916.0
2918.0
2920.0
2922.0
2924.0
2926.0
2928.0
2930.0
2932.0
2934.0
2936.0
2938.0
2940.0
2942.0
2944.0
2946.0
2948.0
2950.0
0+00
0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
1+00
1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
2+00
2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90
3+00
3+10 3+20 3+30 3+40 3+50
3+60
±5.5% SLOPE
EX. STREAM
PROFILE
PROP. STREAM
PROFILE
STA: 2+34 ELEV: 2928.0
STA: 2+40 ELEV: 2928.5
±5.1% SLOPE ±8.2% SLOPE ±15.3% SLOPE ±10.5% SLOPE ±8.0% SLOPE
STA: 2+49 ELEV: 2929.0
STA: 2+44 ELEV: 2929.1
STA: 2+50 ELEV: 2930.0
STA: 2+50 ELEV: 2929.0
STA: 2+59 ELEV: 2930.6
STA: 2+54 ELEV: 2930.7
STA: 2+60 ELEV: 2931.6
STA: 2+60 ELEV: 2930.6
STA: 2+69 ELEV: 2932.1
STA: 2+64 ELEV: 2932.2
STA: 2+70 ELEV: 2933.1
STA: 2+70 ELEV: 2932.1
STA: 2+79 ELEV: 2933.6
STA: 2+74 ELEV: 2933.7
STA: 2+80 ELEV: 2934.6
STA: 2+80 ELEV: 2933.6
STA: 2+89 ELEV: 2934.7
STA: 2+85.5 ELEV: 2935.2
STA: 2+90 ELEV: 2935.7
STA: 2+90 ELEV: 2934.7
STA: 2+99 ELEV: 2935.7
STA: 2+95.5 ELEV: 2936.2
STA: 3+00 ELEV: 2936.7
STA: 3+00 ELEV: 2935.7
STA: 3+09 ELEV: 2936.8
STA: 3+05.5 ELEV: 2937.3
STA: 3+10 ELEV: 2937.8
STA: 3+10 ELEV: 2936.8
STA: 3+19 ELEV: 2937.8
STA: 3+15.5 ELEV: 2938.4
STA: 3+20 ELEV: 2938.8
STA: 3+20 ELEV: 2937.8
STA: 2+39 ELEV: 2927.5
STA: 2+40 ELEV: 2927.5
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
STREAM RESTORATION
PLAN & PROFILE
C-141
H: 1"=20' V:1"=2'
8 15
P-1564
FIRM NO.
PERMITTING REV. 3
3-29-2023
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
N
G
DETAILS
C-200
NTS
9 15
P-1564
FIRM NO.
SILT FENCE
12' MIN
6'3'
3'
12"
MIN. 4"
OVERLAP
2:1

S
L
O
P
E

M
A
X
.
TAMP SOIL O
V
E
R

M
A
T
/
B
L
A
N
K
E
T
4'
ROLLMAX BIONET SC150BN ECB
OR EQUAL
12" OF
FILTER FABRIC
SILT FENCE INSTALLATION
V-SHAPED TRENCH DETAIL
12" OF FILTER FABRIC BURY FABRIC
AND MESH
MA
X
I
M
U
M

S
P
A
C
I
N
G

=

6

F
T
.
FABRIC ATTACHMENT DETAIL
8"
18
"
(M
I
N
I
M
U
M
)
18" TO 24"
COMPACTED
FILL
RUNOFF
USE EITHER FLAT-BOTTOM
OR V-BOTTOM TRENCH
SHOWN BELOW
RUNO
F
F
BACKFILL TRENCH WITH
COMPACTED EARTH
FLAT-BOTTOM TRENCH DETAIL
FILTER FABRIC
WIRE MESH
WIRE TIE
4"
FILTER FABRIC
1.33 LB./LINEAR FT.
STEEL POSTS
WIRE TIE
14 GA. WIRE FENCE
WITH 6-IN. x 6-IN. MESH
FILTER FABRIC
COMPACTED
FILL
RUNOFF
FILTER FABRIC
WIRE MESH
WIRE TIE
14 GAGE
6-IN. x 6-IN.
WIRE MESH
HEAVY DUTY WIRE TIE
SPACED 6-IN. MAX.
1.33 LB./LINEAR FT. POST
FABRIC ATTACHMENT
SEE DETAIL
8"
18
"
(M
I
N
I
M
U
M
)
18" TO 24"
S
L
O
P
E
DOZER TREADS CREATE
CLEAT IMPRINTS PARALLEL
TO THE SLOPE CONTOUR
SHOULD BE SEEDED AND
STABILIZED IMMEDIATELY.
SILT FENCE TIE-BACKS(OR J-HOOKS) SHOULD BE
USED WHENEVER THE SILT FENCE IS INSTALLED AT
AN ANGLE OF 30 DEGREES OR GREATER FROM
PARALLEL TO THE CONTOURS.
FOR DOWNSLOPE SILT FENCE INSTALLATION, TIE
THE SILT FENCE BACK INTO THE SLOPE BY RUNNING
ALONG THE CONTOUR 12' MIN.
SEE SCHED. FOR INTERVAL
NOTE: THIS DETAIL IS REPRESENTATIVE AND
FOR ILLUSTRATION PURPOSES. FOLLOW
ECB MANUFACTURER'S INSTALLATION
SPECIFICATIONS AND PROCEDURES.
SHAPE BORROW INTO EARTH BERM
SEDIMENT
OBTAIN BORROW FROM EXISTING GRADE
EXISTING GRADE
18
"

M
I
N
.

H
E
I
G
H
T
MAX
1
2 MIN3
1
RUNOFF
2' MIN.
10'R MIN.
(TYP.)
2-3" COARSE WASHED STONE
UNDERLINING NON-WOVEN
GEOTEXTILE FABRIC
1.
NOTES:
INSTALL A CULVERT PIPE ACROSS THE
ENTRANCE WHEN NEEDED TO
PROVIDE POSITIVE DRAINAGE.
HARD SURFACE
ROAD
6" MIN.
50' M
I
N
.
12' M
I
N
.
REF: NCDEQ E&SC MANUAL SECTION 6.06
REF: NCDEQ E&SC MANUAL SECTION 6.62
INTERVAL SCHEDULE:
2-3% - every 100'
5-6% - every 50'
>6% - every 40'
REF: NCDEQ E&SC MANUAL SECTION 6.20
REF: NCDEQ E&SC MANUAL SECTION 6.03
2 FT. MIN.
1.25 LB./LINEAR FT.
WHERE APPLICABLE
ASPHALT OR
CONCRETE PAD,
STEEL "T" POSTS
EXTEND 2-FT. FLAP OF FABRIC
UNDER STONE FOR ANCHORING
NCDOT #5 OR #57
16-IN. MIN.
GROUND LINE
WASHED STONE
5-FT. MIN.
6"
2' MIN.
ATTACH 19-GAUGE (1/4 IN. MESH
OPENINGS) HARDWARE CLOTH TO
POSTS WITH WIRE TIES SPACED A
MAX. OF 6 IN. APART
FOLD HARDWARE FABRIC
TO OVERLAP ENDS AND
SECURE TO POSTS WITH
4-FT. MAX. SPACING
WIRE TIES.
INSTALLATION
1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2.DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS
EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3.SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACE A 2-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING AS RECOMMENDED.
4.PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT,
AND ESTABLISH FINAL GRADING ELEVATIONS.
6.COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUND COVER.
INSPECTION AND MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE
MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT
TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
2:1
REF: NCDEQ E&SC MANUAL SECTION 6.51
12" DIA. COMPOST SOCK
DITCH CHECK SPACING
CHANNEL SLOPE
(%)
SPACING
BETWEEN
SOCKS (FT)
1 100
2 50
3 33
4 25
5+20
COMPOST SOCK
GROUND LINE
(20% OF SOCK DIAMETER
TO BE TRENCHED FOR
SOCKS 12 IN. AND LARGER)
STAKES PLACED
AT 2' MAX. TYP.
COMPOST SOCK
(12" DIAMETER MIN.)
STAKES
1' MIN.
2'
M
I
N
.
2' SPACING (TYP.)
CONTINUOUS ALONG TUBE
TOP VIEW OF DITCH
SECTION A-A
END VIEW OF DITCH
REF: NCDEQ E&SC MANUAL SECTION 6.6
REF: NCDEQ E&SC MANUAL SECTION 6.62
Maintenance
Inspect sediment fences at least once a week
and after each rainfall. Make any required
repairs immediately.
Should the fabric of a sediment fence collapse,
tear, decompose, or become ineffective,
replace it promptly.
Remove sediment deposits as necessary to
provide adequate storage volume for the next
rain and to reduce pressure on the fence. Take
care to avoid undermining the fence during
cleanout.
Remove all fencing materials and unstable
sediment deposits and bring the area to grage
and stabilize it after the contributing drainage
area has been properly stabilized.
Maintenance
See silt fence maintenance requirements.
Maintenance
Inspect compost socks weekly and after each significant
rainfall event (1/2 inch or greater). Remove
accumulated sediment and any debris.
The compost sock must be replaced if clogged or torn.
If ponding becomes excessive, the sock may need to be
replaced with a larger diameter or a different measure.
The sock needs to be reinstalled if undermined or
dislodged.
The compost sock shall be inspected until land
disturbance is complete and the area above the
measure has been permanently stabilized.
Maintenance
Maintain the gravel pad in a condition to prevent mud
or sediment from leaving the construction site. This
may require periodic topdressing with 2-inch stone.
After each rainfall, inspect any structure used to trap
sediment and clean it out as necessary. Immediately
remove all objectionable materials spilled, washed, or
tracked onto public roadways.
Maintenance
Inspect temporary diversions once a week and after
every rainfall. Immediately remove sediment from the
flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When
the area protected is permanently stabilized, remove
the ridge and the channel to blend with the natural
ground level and appropriately stabilize it.
Maintenance
Periodically check the seeded slopes for rills and
washes. Fill these areas slightly above the original
grade, then reseed and mulch as soon as possible.
REF: NCDEQ E&SC MANUAL SECTION 6.17
Maintenance
Inspect Rolled Erosion Control Products at least weekly
and after each significant (1/2 inch or greater) rain fall
event repair immediately.
Good contact with the ground must be maintained, and
erosion must not occur beneath the RECP.
Any areas of the RECP that are damaged or not in close
contact with the ground shall be repaired and stapled.
If erosion occurs due to poorly controlled drainage, the
problem shall be fixed and the eroded area protected.
Monitor and repair the RECP as necessary until ground
cover is established.
USE ROLLMAX VMAX SC250 TRM OR EQUAL
NOTE: THIS DETAIL IS REPRESENTATIVE AND
FOR ILLUSTRATION PURPOSES. FOLLOW
TRM MANUFACTURER'S INSTALLATION
SPECIFICATIONS AND PROCEDURES.
Maintenance
Inspect Rolled Erosion Control Products at least
weekly and after each significant (1/2 inch or
greater) rain fall event repair immediately.
Good contact with the ground must be
maintained, and erosion must not occur beneath
the RECP.
Any areas of the RECP that are damaged or not
in close contact with the ground shall be
repaired and stapled.
If erosion occurs due to poorly controlled
drainage, the problem shall be fixed and the
eroded area protected.
Monitor and repair the RECP as necessary until
ground cover is established.
REINFORCED SILT (SEDIMENT) FENCE
N.T.S.
DIVERSION BERM & SWALE
N.T.S.
SURFACE ROUGHENING
N.T.S.
COMPOST SOCK DITCH CHECK
N.T.S.
SILT FENCE TIE-BACK/J-HOOK
N.T.S.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
N.T.S.
EROSION CONTROL BLANKET (ECB)
N.T.S.
CHANNEL TURF REINFORCEMENT MAT (TRM)
N.T.S.
HARDWARE CLOTH & GRAVEL INLET PROTECTION
N.T.S.
PERMITTING REV. 3
3-29-2023
STREAM DIVERSION SWALE
1'1'
1'
3:1 TYP
3:1 TY
P
℄
TIE TO E
X
.

G
R
A
D
E
TIE TO

E
X
.

G
R
A
D
E
1
1
1'
COIR
MATTING
N.T.S.
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
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DETAILS
C-201
NTS
10 15
P-1564
FIRM NO.
1
1-FT. MIN.
2-FT. MIN.
2
CHANNEL BOTTOM
3
1
1
0.5-FT.
2-FT. MAX.
AT CENTER
2-FT. MAX.
AT CENTER
FLOW
0.5-FT. MIN.
SECTION A-A
NOTE:
ROCK CHECK TO BE REMOVED
BY GRADING CONTRACTOR AFTER
CONSTRUCTION IS COMPLETE AND
GRASSING IS ESTABLISHED
AREA WHERE
SEDIMENT IS
TRAPPED
1-INCH d50 WASHED STONE
TOP OF BANK
NON-WOVEN
GEOTEXTILE FABRIC
LENGTH AS REQUIRED IN FIELD
TO KEY INTO SIDE OF SLOPES
OF DITCH
12-INCH D50 RIPRAP
11
2
A
A
NON-WOVEN
GEOTEXTILE FABRIC
TOP OF
BANK
PLACE STONE OVER
CHANNEL BANKS
OVERFLOW
WEIR
WIDTH
12-INCH d50 RIPPAP
L
BA
L = THE DISTANCE SUCH THAT POINTS
"A" AND "B" ARE OF EQUAL ELEVATION.
REF: NCDEQ E&SC MANUAL SECTION 6.83
CHECK DAM SPACING
Maintenance
Inspect check dams and channels at least weekly and
after each significant (1/2 inch or greater) rainfall
event and repair immediately. Clean out sediment,
straw, limbs, or other debris that could clog the
channel when needed.
Anticipate submergence and deposition above the
check dam and erosion from high flows around the
edges of the dam. Correct all damage immediately.
If signficant erosion occurs between dams, addtional
measures can be taken, such as installing a
protective riprap liner in that portion of the channel
(Re: Practice 6.31, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as
needed to prevent large flows from carrying
sediment over the dam. Add stones to dams as
needed to maintain design height and cross section.
CHECK DAM
N.T.S.
PERMITTING REV. 3
3-29-2023
NC DEQ Water Quality / Stream Restoration General Conditions
1.The permittee shall report to the DWR Regional Office any non-compliance with, and/or any violation of, stream or wetland standards [15A
NCAC 02B.0200], including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
2.No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the impacts (including temporary impacts);
or beyond the thresholds established for use of this General Certification and Nationwide Permit.
3.All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2B of Title 15A in the North Carolina
Administrative Code.
4.All project activity shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of
state water quality standards, statutes, or rules occur.
5.Installation, operation, and maintenance of all sediment and erosion control measures shall meet the requirements specified in the most
recent version of the NC Sediment and Erosion Control Manual.
6.All devices shall be maintained on all construction sites, borrow sites, and waste (spoil) pile sites, including contractor-owned or leased
borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
7.Sediment and erosion control measures shall not be installed in wetland or waters except within the footprint of temporary or permanent
impacts otherwise authorized by Certification from DEQ or USACE.
8.Erosion control mating that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands.
9.If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES Construction Stormwater Permit Number
NCG250000, full compliance with permit conditions including the erosion and sedimentation control plan, ,inspections and maintenance,
self-monitoring, record keeping and reporting requirements is required.
10.All work in or adjacent to streams shall be conducted so that excavation in flowing water is minimized within the disturbed area. Contractor
shall install temporary measures as specified on the plans and details or an approved equivalent that meets or exceeds the approved best
management practice standards in the most current version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual., such as sandbags, rock berms, coffer dams, and/or other diversion
structures.
11.In-stream structures installed to mimic natural channel geomorphology such as cross-vanes, sills, step-pool structures, etc. shall be designed
and installed in such a manner that allow for continued aquatic life movement.
12.Culverts shall be installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low
flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream
channel or by reducing the depth of the stream in connection with the construction activity.
13.Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at
agronomic rates and shall comply with all other Federal, State, and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters.
14.All necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
15.All temporary impacts shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The
impacted stream area(s) shall be restored to original grade, including each stream’s original cross-sectional dimensions, planform pattern, and
longitudinal bed profile. All temporarily impacted sites shall be restored and stabilized with native vegetation.
16.Any rip-rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the
area directly impacted by the approved construction activity. All rip-rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants .
17.Placement of rip-rap or other approved materials shall not result in de-stabilization of the stream bed or banks upstream or downstream of
the area or be installed in a manner that precludes aquatic life passage.
18.All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface
waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
19.Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practical. Fueling,
lubrication, and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practical, contamination
of surface waters by fuels and oils.
20.In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more; any spills regardless of amount that
causes a sheen or on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum
spill less than 25 gallons that cannot be cleaned up within 24 hours.
21.The permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards including any
requirements resulting from compliance with Section 303(d) of the Clean Water Act, and any other appropriate requirements of State and
Federal Law.
22.The permittee shall require its contractors and/or agents to comply with the terms and conditions of the NC DEQ Water Quality Certification
and other applicable permits in the construction and maintenance of this project, and shall provide each of its contractors and/or agents
associated with the construction or maintenance of this project with a copy of the General Certification from the NC DEQ Water Quality
Certification. A copy of this General Certification shall be available at the project site during the construction and maintenance of this
project.
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
T
T
I
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G
DETAILS
C-202
NTS
11 15
P-1564
FIRM NO.
2.0
2.0
PERMITTING REV. 3
3-29-2023
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
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T
I
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DETAILS
C-203
NTS
12 15
P-1564
FIRM NO.
TYPICAL ASPHALT PAVEMENT SECTION
NTS
2" MIN. SF9.5A ASPHALT
SURFACE COURSE
6" MIN. ABC AGGREGATED
COURSE, WELL COMPACTED
95% COMPACTED SUBGRADE,
SUITABLE/CLEAN BACKFILL
WHERE REQUIRED
**PAVEMENT, AGGREGATE
AND SUBGRADE TO BE
COMPACTED/INSTALLED PER
NCDOT SPECIFICATIONS
PERMITTING REV. 3
3-29-2023
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
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I
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DETAILS
C-204
NTS
13 15
P-1564
FIRM NO.
FLOW
CHANNEL WIDTH
3
F
T
**USE D50 8" MIN, 17" MAX
FLOW
BASE FLOW
BACKFILL WITH MIXTURE OF
#57 STONE, CLASS A OR B RIP
RAP, AND/OR NATURAL
STREAMBED MATERIALS
PROPOSED STREAMBED
ELEV.
BURY 2
3 OF D50 LEAVING 1
3 ABOVE
PROPOSED STREAMBED
PLAN VIEW
SECTION A-A' (PROFILE VIEW)
SE
C
T
I
O
N

A
-
A
'
SHALLOW COBBLE STEP SECTION
NTS
**USE D50 17"PLACE STONE TOE STABILIZATION ON
BOTH SIDES ALONG BANK
IMMEDIATELY U/S OF HEADWALL "A"
7' ALONG NORTH BANK
10' ALONG SOUTH BANK
**POOL LENGTH (ALONG FLOW LINE) = 1.5'
**POOL DEPTH = 1' (MAX)
**POOL WIDTH = 2.25'
**ROCK VANES SPACED AS SHOWN ON
PLANS
STREAMBANK LANDSCAPING NOTES
DENOTES STREAMSIDE PLANTING AREA, 6' FROM TOP OF CHANNEL
APPROX 0.13 AC
1.Planting area extends a minimum of 6' from top of channel.
2.Use a combination of coir matting, native grasses, and live stakes.
3.Herbaceous vegetation within planting area shall consist of Native Grass mix that
may include: Big bluestem, Bushy Bluestem, Splitbeard bluestem , Broomsedge,
Wiregrass, River cane/switch cane, Pennsylvania sedge, Plantain-leaved sedge,
River Oats, Poverty Oatgrass, Oat grass, Crinkled Hairgrass, Bottle brush, Purple
Love Grass, Pink Muhly Grass, Switch-grass, Little bluestem, Indian grass, Eastern
gammagrass
4.Seed any disturbed areas, including streambanks, access areas and stockpile
locations. Immediately after construction activities are completed, plant seeds of
both permanent and temporary vegetation. This work includes preparing the
area; furnishing and placing the seed, mulch, fertilizer and soil amendments; and
anchoring mulch.
5.Seedbed Preparation – On sites where equipment can be operated safely, loosen
the seed bed mechanically. Compacted soil may require disking. Steep banks
may require roughening, either by hand-scarifying or equipment. The engineer/
project manager should determine the condition needs on-site. If seeding is
done immediately after construction, seedbed preparation may not be
necessary. Exceptions would be in compacted, polished or freshly cut areas.
6.Fertilizing/Liming – Recommend testing the soil’s fertility. The N.C. Department
of Agriculture tests soil samples to determine proper distribution rates for
fertilizer and lime in the sampled area.
7.Distribute fertilizer and lime evenly over the area to be seeded. Mix the fertilizer
and lime uniformly into the top 3 inches of soil; if the bed is gravelly or cobbled,
incorporation is not necessary.
8.Fertilizer and lime should be applied at the following rates:
10-10-10 Fertilizer: 10 lbs per 1,000 sq ft or 435 lbs per acre;
Lime: 50 lbs per 1,000 sq ft or 2,200 lbs per acre
9.Temporary Seeding – Temporary seeding is useful for erosion-control when
permanent vegetation cannot be established due to planting season and where
temporary ground cover is needed to allow time for native or woody vegetation
to become established.
10.Apply the following vegetation at the listed rates:
Fall, Winter, Spring Seeding:
Rye grain/winter wheat mix, winter wheat or barley
3 lbs per 1,000 sq ft or 130 lbs per acre.
Summer Seeding:
Browntop millet, Sudan grass
1 lb per 1,000 sq ft or 45 lbs per acre
11.Mulching – Apply mulch within 48 hours of seeding. Apply straw mulch on
seeded areas at a rate of 3 bales per 1,000 sq ft (130 bales per acre). Apply mulch
uniformly. Anchor with biodegradable coir netting.
12.Live Staking -- Use Silky Dogwood, Black Willow, and Elderberry
13.Stakes should range from one-half inch to 2 inches in diameter with an average
length of 3 feet. Cut stakes with an angle on the bottom and flush on tops, with
buds oriented upward. Trim all side branches cleanly so the cutting is one stem.
14.Keep stakes cool and moist to keep them alive and dormant.
15.Plant live stakes in late fall to early spring while they are dormant.
16.Install stakes within planting area 2' min. to 4' max. apart using triangular
spacing along the streambanks.
17.Drive stakes into the ground with a rubber hammer, or make a hole using a
metal bar and slip the stake into it.
18.Tamp each stake in at a right angle to the slope, keeping one-half to four-fifths
of the stake below the ground surface. At least two buds (lateral and/or
terminal) should remain above the ground surface. Pack the soil firmlyaround
the hole afterward.
19.Do not use split stakes.
20.Do not place coir matting or ECB in bottom of stream channel.
PERMITTING REV. 3
3-29-2023
EDGE OF
PLANTING AREA
EDGE OF BANKFULL
STREAM CHANNEL
2' MIN
4' MAX
2'
M
I
N
4'
M
A
X
2'
M
I
N
4'
M
A
X
LIVE STAKE SPACING
NTS
LIVE STAKES
DATE
SCALE:
PROJECT NO.
CAD FILE NAME: PRELIMINARY SKETCH PLAN_REV 7
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG
11-7-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
PE
R
M
I
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T
I
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DETAILS
C-205
NTS
14 15
P-1564
FIRM NO.
TYPICAL RIFFLE SECTION
WIDTH BANKFUL
0.625'
℄
0.5'0.5'
0.1'
0.5'
6'0.625'6'
2'3:1 MAX
3:1 M
A
X
2:1
M
A
X
2:1 M
A
X
TIE
T
O
EXI
S
T
I
N
G
TIE TO
EXIST
I
N
G
TYPICAL POOL SECTION
WIDTH BANKFUL
1.125'
1'
6'1.125'6'
2'3:1 MAX
3:1 M
A
X
2:1
M
A
X
2:1 M
A
X
TIE
T
O
EXI
S
T
I
N
G
TIE TO
EXIST
I
N
G
℄
TYPICAL STREAM SECTIONS
NTS
℄
PROPOSED SIDEWALK
WI
D
T
H

P
E
R
PL
A
N
S
SAWCUT OR
SCORE
JOINTS @6'
MAXIMUM
PLAN VIEW
TRANSVERSE EXPANSION JOINT
JOINT FILLER SIDEWALK SURFACE
1
2"
4"
2% MAX SLOPE
1.25% MIN
COMPACTED TO A DENSITY
OF NO LESS THAN 95%
PROPOSED SIDEWALK
3000 PSI
1.PAVEMENT SECTION
PER SPECIFICATION
2.SURFACE ELEVATION
PER PLANS
PROPOSED SIDEWALK
3000 PSI
12"
1"R
12"
TURN DOWN EDGE AT DRIVETYPICAL SECTION
TYPICAL SIDEWALK
NTS
36" HDPE
NOTES:
1.TRANSVERSE EXPANSION JOINTS
TO BE A MAXIMUM OF 50 FEET.
2.ALL CONCRETE TO BE 3000 PSI
AND FINISHED WITH CURING
COMPOUND.
3.ALL CONCRETE SURFACES TO
RECEIVE LIGHT BROOM FINISH.
4.ADA ACCESSIBLE RAMPS MUST
MEET BUILDING CODE AND ADA
STANDARDS.
TOP OF WALL ELEV 2906.5
7.25'
TOP OF WALL ELEV 2905
5.5'7.25'
25
'
CHANNEL
EDGE
3'
SHAPE CHANNEL
WIDTH TO INLET
TR
A
N
S
I
T
I
O
N

B
A
N
K
F
U
L

C
H
A
N
N
E
L
WI
D
T
H

T
O

I
N
L
E
T

(
3
'

M
I
N
)
FL
O
W
**CONCRETE HEADWALL PER STRUCTURAL PLANS
STONE TOE STABILIZATION
PER DETAIL
HEADWALL "A"
NTS
INVERT ELEV. 2901
ENSURE INVERT IS SUFFICIENTLY BELOW LOW FLOW WATER
SURFACE OF STREAM IN ORDER TO ALLOW FOR AQUATIC LIFE
MOVEMENT DURING LOW FLOWS
3:1 MAX
REF STREAM RIFFLE SECTION
3:1 MAX
REF STREAM RIFFLE SECTION
TOP OF WALL ELEV 2905
TOP OF WALL ELEV 2906.5
PERMITTING REV. 3
3-29-2023
BANK
BANK
BANK
BANK
AREA TO RECEIVE
RESTORATIVE
LANDSCAPING
AREA TO RECEIVE
RESTORATIVE
LANDSCAPING
AREA TO RECEIVE
RESTORATIVE
LANDSCAPING
AREA TO RECEIVE
RESTORATIVE
LANDSCAPING
DIVE
R
S
I
O
N

B
E
R
M
DIVER
S
I
O
N

B
E
R
M
DIVE
R
S
I
O
N

B
E
R
M
D
I
V
E
R
S
I
O
N

B
E
R
M
REMOVE
EXISTING
POND
CONSTRUCTION
ENTRANCE
STABILIZED
OUTFALL TO
WATER COURSE
STABILIZED
OUTFALL TO
WATER COURSESTABILIZED
OUTFALL TO
WATER COURSE
STABILIZED
OUTFALL TO BASIN
12" SLOPE DRAIN
FROM EX. DITCH
AT ROAD
12" SLOPE DRAIN
FROM EX. DITCH
AT ROAD
APPROX. LOC.

O
F

W
A
T
E
R

C
O
U
R
S
E
APPR
O
X
.

L
O
C
.

O
F

W
A
T
E
R

C
O
U
R
S
E
ROCK FILTER
OUTLET
ROCK FILTER
OUTLET
LIMITS OF CONSTRUCTION
SLOPE
STABILIZATION
PER DETAILS
TEMP

S
E
D
I
M
E
N
T

B
A
S
I
N
TOP: 7
3
2
9

S
F
WEIR:
6
6
0
9

S
F
BOT: 4
3
4
3

S
F
VOL: 1
3
,
3
5
0

C
F

(
M
I
N
)
DIVERSION BERM
STABILIZED
OUTFALL TO BASIN
SILT FENCE
CONSTRUCTION
ENTRANCE
SI
L
T

F
E
N
C
E
SILT FENCE
2
5
'
B
U
F
F
E
R
25
'
BU
F
F
E
R
25'
BUFFER
STABILIZE WAT
E
R

C
O
U
R
S
E

B
A
N
K
S
2
5
'
B
U
F
F
E
R
STABILIZE ALL
DISTURBED AREAS
PER DETAILS
STAB
I
L
I
Z
E

W
A
T
E
R

C
O
U
R
S
E

B
A
N
K
S
2
:
1
DATE
SCALE:
PROJECT NO.
REV. 1
CAD FILE NAME: PRELIMINARY EC PLAN
OFSHEET
CLIENT & PROJECT
DRAWN BY: JLM
CHECKED BY: PRG

3-18-2022
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
HAYWOOD COUNTY
~ PRELIMINARY EC PLAN
TO REMOVE NOV ~
SPRINGDALE GOLF COURSE DRIVING
RANGE EXPANSION
WALL
FENCE
POWER / UTILITY LINES
LEGEND
EDGE OF GRAVEL
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CONCRETE
BUILDING
UTILITY POLE
CONTROL
SPIGOT
UNDERGROUND GAS TANK
HVAC
TREE
ELECTRIC METER
TELEPHONE PEDESTAL
Grid North
(NAD83-2011)
EXISTING SHRUBBERY
PIN FLAGS
WATER VALVE
GAS VALVE
ELECTRIC TRANSFORMER
LIGHT POLE
CLEANOUT
DRAIN GRATE
DITCHLINE
STORM PIPE
PE
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EROSION CONTROL PLAN
C-130
1" = 50'
1 4
P-1564
FIRM NO.
*** VERIFY FINAL LOCATION OF
EROSION CONTROL MEASURES
WITH EXISTING CONDITIONS.
COORDINATE WITH ENGINEER. ***