20201004 Ver 1_16-11X17 Record_ACOE PERMIT SET_20200804

STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC.
s-14
S-18
S-15
S-17
S-16
S-13
S-12
S-11
S-10
S-19
s-20
S-21
S-8
S-9
S-7
S-22
S-23
s-24
S-25
S-2
S-1
S-4
S-27
S-5
S-3
S-6
W- 1
W-2
W-12
W-11
w-10
W-9W-3
W-4
W-5
W-6
W-7
W-8
O/W - 1
O/W - 2
S-26
Thompson River
E
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I
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GWO
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Y
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EXIS
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EXISTING LAKEDRAIN BOX
THOM
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THOMPSO
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RUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED
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IVER
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RUNNAMED TRIBUTARYTO THOMPSON RIVERTHOMPSON RIVER
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R
I
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STRUCTURE

T
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B
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R
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N.C.G.S. M
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"

C
A
M
P

B
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C
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F
B
4
1
6
6
N 510,250.
4
4'
E 799,532.
3
5'
ELEV. 318
6.
0'
COMBINE
D
F
A
C
T
O
R
:

0.
9
9
9
7
2
9
0
6
( NAD 83
2
0
0
7

)
(BENCHM
A
R
K
)
N.C.G.S. M
O
N
.
" CAMP B
U
C

"
"

A
Z

M
K
"
N 509,964.
5
6'
E 799,882
.
2
8'
( NAD 83
2
0
0
7
)
(BEA
R
I
N
G

B
A
S
E
L
I
N
E
)
LAKE PIC
K
E
N
S
3174.5'
ZIP LINE
TOWER
N50°4
5
'
1
1
"
W
451.9
9
'
3190
3188
3186
3185
3183
3181
3180
3178
31763175317
4
31
7
5
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3175
3174
3172
317031683166
31653163
3161 31603158
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3178
3179
3180
3182
3184
318
5
31
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7
3189
319
0
31913193
3174
3175
3177
3179
3180
3182
3184
3185
3187
31
8
9
3190
31
7
6
3178
3180
3181
3183
3185
3186
3188
3190
3192
3176
3178
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3181
318
2
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M3195319031853185318331873180
EXISTING
P
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D
FOOT BRI
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CROSS TIE

W
A
L
L
POND DRAI
N
B
O
X
GRAVEL P
A
T
H
DINING HA
L
L
FFE: 3183.1'
3183
3185
3187
3188319031
9
3
31
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3190
3192
3194
3196
3199
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3197
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3205
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3230
3235
3240
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3250
3255
3218
3
2
2
33228
32
3
2
32
3
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32
4
2
32
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3198
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320
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3205
32
0
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320
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322
3
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3240
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3250
3255
WELL HOU
S
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316931703172317531783180318331853
1
8
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3190
3186
3185
3183
3181
3180
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317
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3
1
8
1
31
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31
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(T
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P
.
)
OLD "LUSK
"

C
A
BI
N
15" CPP
I.E. 3171.3'
15" CPP
I.E. 3171.4'
12" CPP
I.E. 3177.0'
3260
3265
3270
3275
326732723279
3263
3257
T-POST
(TYP.)
ADDITION
A
L

T
O
P
O

A
D
D
E
D
8/28/2019
3172
3174
317
6
3178
3180 3184 319031863182
31803176
3172 3170GRAVEL R
O
A
D

9'

+
/
-
THOMPSON RIVER 18' +/-
TOP OF RIVE
R

B
A
N
K

+
/
-
(EDGE OF TO
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L
I
M
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T
S
)
TOP OF RIVE
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B
A
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K

+
/
-
(EDGE OF T
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L
I
M
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T
S
)
F
LOW
FLOW
S76°32'
08"
W
1502.16' (
N.
T.
S.)
N.C.G.S. M
O
N
.
"

C
A
M
P

B
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C
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F
B
4
1
6
6
N 510,250.
4
4'
E 799,532.
3
5'
ELEV. 318
6.
0'
COMBINED
F
A
C
T
O
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:

0.
9
9
9
7
2
9
0
6
( NAD 83 2
0
0
7

)
(BENCHM
A
R
K
)
NAIL SET (
F
L
U
S
H
)
N 509,900
.
6
8'
E 798,071.
4
7'
ELEV. 318
9
.
2'
(NAD83 2
0
0
7
)(GROU
N
D)
3210
3220
3230
3240
3230
32403238
3236
3226
3222
3216
3212
3234
3228 32423238
3234
OLD PP
N/S IN BAS
E

O
F
32" POPLA
R
N 510,183
.
8
2'
E 798,402.
3
7'
ELEV 3,24
1
.
0'
(NAD83 20
0
7
)REMAINS
O
F
OLD ROCK

F
O
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N
D
A
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(ELEVATI
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S
T
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A
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4
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1131.94' (
N.
T.
S.
)
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D
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N.C.G.S.
M
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A
M
P
B
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4
1
6
6
N 510,25
0.
4
4'
E 799,532.
3
5'
ELEV. 31
8
6.
0'
COMBIN
E
D
F
A
C
T
O
R :
0.
9
9
9
7
2
9
0
6
( NAD 83
2
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A
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EXISTIN
G
S
O
I
L
R
O
A
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(WIDTH VA
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E
S)
3205
3203
3200
3196
3195
31943193
31923190 3186 31
8
5
3184 3192N/S IN STU
M
P
N 509,874.
1
7'
E 800,182.
1
9'
ELEV: 319
2
.
0'
NAD 83 (20
0
7
)
(BENCHM
A
R
K
)
PROPOSE
D
BUILDING
S
(STAKED)
W
WATER
SPIGOT
GRAVEL ROAD 12' +/-N.C.G.S. MON." CAMP BUC " " AZ MK "N 509,964.56'E 799,882.28'
ELEV: 3172.1'
( NAD 83 2007 )
S73°14'10"E
313.12'(N.T.S.)
(TIE LINE)
330
32
0
310
300
290
28
0
220
210
200
190190180
190
300
290
270
260260250240230220210
250
240
230
200
190
200210220230230
220
210
200
190
160
180
170
180
170
190
150160
150170180190200210220230160
150
150
150
160
160
160
160
170
160
170
170 160170180160170180180 160170180170180190200170180190
200
210
170
340
330
300250200210220170
190
180
170
180
190
200
10
220
230
160190200210220230170190200190200
210
220
230
240
250
260
270
280
290
300
310
2 80
210220230240260210
230230240
250260270
280
290
300
250
240
250
260
270
280
290
290
280
270
250270
260250240
2 30
220
210
200
190
1
9
0
19020
0
21
0
220
2
7
0
26
0
270
270 260
260 250
240250
230240
230
22
0220
2
1
0
210
20
0
200 2302402502602702
8
0
290
300
280
310
320
250
320
310
300
290
280
270
260
210250
240 220210230230
220
190
180190200210220
210230 162
164
166
168
OLD GROWTH AREA
EXISTING LAKE
DRAIN BOX
BR
BR
BR
BR
FC
FC
FP
BR
EXISTING SLAB
TO BE REMOVED
PREVIOUSLY
EXISTING
FOUNDATION -
REMOVED
PREVIOUSLY EXISTING
BOAT HOUSE AND
DOCK - REMOVED
EXISTING CULVERTS
EXISTING CULVERTS
EXISTING
BUILDING TO BE
REMOVED, TYP
LEGEND
SYM DESCRIPTION
L O D LIMITS OF DISTURBANCE
PROPERTY LINE
STREAM W/25' BUFFER
EXISTING GRAVEL ROAD
OR DRIVEWAY
EXISTING BUILDING TO REMAIN
EXISTING WETLAND
EXISTING FOREST CANOPY
2019 BOG RESTORATION AREAS
( 3.4 ACRES)
EXISTING WETLAND (2.4 ACRES
IN DEVELOPMENT AREA)
EXISTING TREE LOCATED
BY SURVEY
EXISTING LAKE / WATERWAY
EXISTING BUILDING
TO BE REMOVED
COMPLETED FOREST
ENHANCEMENT AREAS (5
ACRES)
FC
BR
PROJECT DATA
OWNER WACHHUND LAND COMPANY, LLC.
3 STANSBURY DR
ASHEVILLE, NC 28803
CONTACT SHANNON P. SLUSHER
215-888-0994
PINS 7590-87-0468
7591-93-1448
7590-98-1632
7591-70-5223
7591-92-4120
DEED REFERENCE BK 00879, PG 0344
RIVER BASIN SAVANNAH
RIVER CLASSIFICATION C. TROUT
LINEAR FT OF STREAM
IN PROJECT AREA
(PROPERTY)
TOTAL ACREAGE
DISTURBED AREA
OVERALL IMPERVIOUS SURFACE
PRE-CONSTRUCTION
POST-CONSTRUCTION
11,975 LF +/- (42,040 LF +/-)
461.28 AC
19.55 AC
1%
1% +/-
PLAT BK F19, PG 108-109
ACREAGE OF WETLAND
IN PROJECT AREA
20.76 AC
8
7
6
5
4
3
2
1
N
PROJECT AREA
PROJECT AREAPROJECT AREA
EXI
S
T
I
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G
WO
R
K

Y
A
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183
188
181
182
180
184
EXIS
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EXISTING LAKE
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THOM
P
S
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UNNA
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B
U
T
A
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TO TH
O
M
P
S
O
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RUNNAMED TRIBUTARYTO THOMPSON RIVERINV 170
TW175+
+TW176.17
+TW176.17
17217
4180186
188
184
182
18
0
1
7
8
1
7
6
1
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4
1
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17
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186
192
190
188
179
186
18
4
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8
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1.5%1.75%STRUCTUR
E
TO BE
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174
176
178
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192
192.45
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BW192.75
BW192.75
192.75
191.5
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DI189.5 TW202.5TS206.5TS204.43BS202.48TS202.36BS200.41TS200.29
TS/BS198.34
BS192.49
BW192.58TW202.5TW198.5R (.65') 21
2%192.06
FFE192.5
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TW 201.5
FFE192.5
TW 194.5
TW 194.5
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FFE 181.3
DI189.5
FFE192.5
FFE192.5
BW 197.5
TW 196
BW 192.5
TW 196
192.17
192.17
191.9
191.45
BW192.5
188
188
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TW 196
TW 196
192.32
192.4
192.4
192.37 192.4
192.30204192.42
192.42
192.42
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192.27192.26
192.23192.20
192.12
192.09
192.05192.03
192.98
192.42
192.37
192.30
192.37
192.46
192.46
192.42
192.18
192.14
191.98
192.42
192.1
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192.4
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TOP OF WALL SLOP
E
S
192.17
192.17
192.5 BW192.5
192.75
190.6
TR192.77
TR192.52
191.73 BS191.65
19
5
176
174
173
175
N50°
4
5
'
1
1
"
W
451.9
9
'
3181
3178
31763175317
4
31
7
5
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3175
3174
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31703168316631653163
3161 31603158
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319331943195319731993200
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3230
3235
3240
3245
325
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3255
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3
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33228
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3184 3192W
S73°14'10"E
313.12'(N.T.S.)170180190160
160
160
160
170
160
170
170 160170180160170180180 160170180170180190200170180190
200
210
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1
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179
178183
184183184185
179180181TW 184
184.5
184.5
182.5
178182183184M A T C H L I N EM A T C H L I N E
EXISTING
SLAB TO BE
REMOVED
EXISTING
CULVERTS TO
REMAIN
L O D
L O
D
L O D
L O D
L
O

DL O DL O
D
L O D
APPROX 61LF OF
STREAM CHANNEL
DISTURBANCE
DUE TO FLOODING
APPROX 48LF
STREAM CHANNEL
DISTURBANCE DUE
TO FLOODING
EXISTING
CULVERTS TO
BE REMOVED,
APPROXIMATELY
20' LONG EACH
APPROX 40LF
STREAM
CHANNEL
DISTURBANCE
DUE TO FILL
LAKE EDGE STABILIZATION
WITH BOULDERS
ORCHARD
B: EX
P
A
N
D
E
D
LAKE

B
O
U
N
D
A
R
Y
B
A
R
N
C
O
U
R
T
PROPOSEDCULVERTB: PROPOSED
RAISED PLAY LAWN
AREA A
AREA B
AREA B
AREA B
AREA B
AREA D
AREA C
PROPOSED
TIMBER BRIDGE.
SEE DTL L6.02
A: PROPOSED ENHANCED
PLUNGE POOL WEIR AND
CROSSING, SEE DTL. L6.09
A: PROPOSED
ENHANCED
PLUNGE POOL
B: DRY-STACKED STONE
RETAINING WALL AT
RAISED PLAY LAWN.
B: PROPOSED DOCK
C: PROPOSED
CART ROAD.
SEE DTL L6.11
PROPOSED
TIMBER CROSSING
SEE DTL L6.10
B: WEIR
WALL
C:
PROPOSED
LAKE
OUTFALL
WITH
TIMBER
BRIDGE
CROSSING.
SEE DTL
L6.07
PROPOSED OR
C
H
A
R
D
PROPOSED OR
C
H
A
R
D
PROPOSED
WORKSHOP
PROPOSED
BARN
PROPOSED
GREENHOUSE
PROPOSED
SMOKEHOUS
E
PROPOSED
FARM COURT
PROPOSED
VEG GARDEN
P
R
O
P
O
S
E
D
L
A
K
E
B
A
R
N
LS
LS
LP
LP
LP
LP
EG
LP
LP
LS
GP
GPGP
GP
GPEG
S
S
GP S
GP
GP
GP
GP
EG
EG
EG
EG
EG
UM
HP
UM
HP
HP
HP
HP
LP
DW
DW
DW
PW
PW
PW
PW
PW
PW
DW
DW
EXISTING
SLAB TO BE
REMOVED
EXISTING
CULVERTS TO
BE REMOVED,
AREA C
BR
BR
BRFC
PROJECT DATA
OWNER WACHHUND LAND COMPANY, LLC.
3 STANSBURY DR
ASHEVILLE, NC 28803
CONTACT SHANNON P. SLUSHER
215-888-0994
PINS 7590-87-0468
7591-93-1448
7590-98-1632
7591-70-5223
7591-92-4120
DEED REFERENCE BK 00879, PG 0344
RIVER BASIN SAVANNAH
RIVER CLASSIFICATION C. TROUT
LINEAR FT OF STREAM
IN PROJECT AREA
(PROPERTY)
TOTAL ACREAGE
DISTURBED AREA
OVERALL IMPERVIOUS SURFACE
PRE-CONSTRUCTION
POST-CONSTRUCTION
11,975 LF +/- (42,040 LF +/-)
461.28 AC
19.55 AC
1%
1% +/-
PLAT BK F19, PG 108-109
ACREAGE OF WETLAND
IN PROJECT AREA
20.76 AC
LEGEND
SYM DESCRIPTION DTL
4
L6.0
L O D
1
L6.0
LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
TEMPORARY CONSTRUCTION
ENTRANCE
PROPERTY LINE
STREAM W/25' BUFFER
EXISTING GRAVEL DRIVEWAY
TO REMAIN
PROPOSED STONE UNIT
PAVING
PROPOSED LAWN
3
L6.0TEMPORARY DIVERSION DITCH
PROPOSED GRAVEL PAVING
EXISTING BUILDING TO BE
REMOVED OR RELOCATED
EXISTING FOREST CANOPY
EXISTING WETLAND (2.4 ACRES IN
DEVELOPMENT AREA)
PROPOSED WETLAND AT LAKE EDGE ( 0.72 ACRES)
DISTURBED WETLAND ( 0.39 ACRES)
EXISTING TREE LOCATED
BY SURVEY
PROPOSED REINFORCED
LAWN PATH
PROPOSED UPLAND MEADOW
PROPOSED HERBACEOUS PLANTING
EXISTING BUILDING
TO REMAIN
DISTURBED STREAM CHANNEL DUE TO
FILL ( 40 LINEAR FT)
COMPLETED FOREST ENHANCEMENT
AREAS (5 ACRES)
PW
FC
DW
1
L6.10PROPOSED DRY-STACKED
STONE SITE WALL
DISTURBED STREAM CHANNEL DUE TO
FLOODING ( 109 LINEAR FT)
EG
GP
S
LS
LP
UM
HP
EXISTING WATERLINE
2019 BOG RESTORATION AREAS ( 3.4 ACRES)BR
8
7
6
5
4
3
2
1
N
183
188
181
182
180
184
EXIS
T
I
N
G

W
A
T
E
R

L
I
N
E
E
X
I
S
T
I
N
G

C
A
R
T

R
O
A
D
EXISTING LAKE
DRAIN BOX
THOM
P
S
O
N
RI
V
E
R
UNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED TRIBUTARYTO THOMPSON RIVERUNNAMED

TR
IBU
TAR
Y
TO

THOMPSON
R
IVER UNNAMED TRIBUTARYTO THOMPSON RIVER
THOMPSON RIVER
T
H
OM
P
SO
N

R
I
V
E
R 17217
4180186
188
184
182
18
0
1
7
8
1
7
6
1
7
4
1
7
2
17
8
186
192
190
188
186
18
4
1
8
6
1
8
8
1
9
0
1
9
2
19
4
178182
184
172
174
176
178
180
170
168169168 170
178180169177181
16817017117217317417017817317
5
17
6
17
7
17
9
18
0
1
8
1182184
180
18
2
178
EXISTING CART ROADEXISTING CART ROAD188
190
192
194
+BW2
8
2
182
184
186
188
190
182
180
180
186
192
18
2
18
4
176+17
2
.
5 17417317217117016916817
7
164 162
165 163167
161
166
170
172
174
20"POPLAR
ELEV
236.44
30"
POPLAR
17"
POPLAR
22"
POPLAR
36"
POPLAR
21"
POPLAR
28"
POPLAR
21"
POPLARELEV
237.21
20"
POPLAR
25"
WHITE
PINE
30" POPLAR
WITH TIRE
SWING ELBO
W
ELEV 241
18"
BIRCH
20"POPLAR
ELEV
238.14
17"
POPLAR
ELEV
237.82
0.95 acres of disturbance shown
EXISTING C
A
R
T

R
O
A
D
SUNKEN
GARDEN
TERRACE
MULTI
TRUNK
POPLARELEV235
4" perf pipe >>
DAYLIGHT P
I
P
E
S

D
O
W
N
S
L
O
P
E.
DISCHARGE A
R
E
A

T
O
B
E
REINFORCE
D

W
I
T
H

S
T
O
N
E
A
N
D
PLANTING TO

P
R
E
V
E
N
T
E
R
O
S
I
O
N
<< 4" perf pip
e
4" perf pipe>>
DAYLIGHT W
A
L
L
DRAIN PIPE
A
T
BASE OF WA
L
L
DAYLIGHT PIPE
DOWN SLO
P
E
<< 4" perf pipe
4" perf pipe >
>
6" >><< 4"<< 4"<< 4"4"
>
>
4"
>
>4" >><< 6"10" >>10" >>6" >>4" >>4" >>4" >><
<

4
"
6" >>4" >>FOUND
A
TI
O
N
D
RAI
N
O
U
TL
ET >>
<< 4"
<< 4"4" >><
<

4
"
6" >>4" perf pipe >>4" perf pipe >>4" perf pipe >>DAYLIGHT PI
P
E
DOWN SLO
P
E
DAYLIGHT PIP
E
DOWN SLO
P
E
15" Nyloplast
d
r
a
i
n
basin/junction

b
o
x
w
i
t
h
solid lid
6" >>6" >>
18" Nyloplast

d
r
a
i
n
basin/junction box with
solid lid
RIM 238.4
12" Nyloplast drain basin
with standar
d

g
r
a
t
e
RIM 237.75
12" Nyloplast
d
r
a
i
n

b
a
s
i
n
with standard grat
e
RIM 238
12" Nyloplast drain bas
i
n
with standar
d

g
r
a
t
e
DI 237.8
12" Nyloplast
d
r
a
i
n

b
a
s
i
n
with standard grate
DI 237.5
12" Nyloplast
d
r
a
i
n basin
with standard g
r
a
t
e
WALL SHOWN

O
U
T
S
I
D
E
EXTENTS O
F
GROUND-SHOT SURVEY.
WALL LOCATI
O
N

A
N
D
HEIGHT TBD

I
N

F
I
E
L
D
WITH OWNER

A
N
D
LANDSCAP
E

A
R
C
H
I
T
E
C
T
3190
3188
3186
3185
3183
3181
3180
3178
31763175317
4
31
7
5
3174
3175
318
5
3
1
8
7
3189
319
0
31913193
3174
3175
3177
3179
3180
3182
3184
3185
318
7
31
8
9
3190
31
7
6
317
8
3180
3181
3183
3185
3186
3188
319
0
319231953190318531853183
31873180
3195
3197
3199
3200
3203
3205
3208
3210
32123215
3220
3225
3230
3235
3240
3245
3218322
33228
32
3
2
32
3
8
3195
3198
3200
32
0
3
3205
32
0
8
3210
31
9
6
32
0
13203 3202
321
0
3213
3215
32
1
8
3220
32
2
3
3225
3228 3230
3172
3174
317
6
3178
3180 3184 319031863182
31803176
3172 3170S76°32'08"
W
1502.16' (
N.
T.
S.)(GROU
N
D)
3210
3220
3230
3240
3230
32403238
3236
3226
3222
3216
3212
3234
3228 32423238
3234 S86°37'3
4"
W
1131.94' (
N.
T.
S.)(GROUND)
220
210
200
190190180
190 220210250
240
230
200
190
200210220230230
220
210
200
190 170180190200210220230160
160
170
160
170
180
190
200
10
220
230
160190200210220230170190200190200
210
220
230
240
21022023019
0
20
0
2
1
0
210220
210230179
178183
18418318418
5
179180181TW 184
184.5
184.5
182.5
178182183184M A T C H L I N EM A T C H L I N E
EXISTING
SLAB TO BE
REMOVED
L O D
L
O

D
L O DL O DL O
D
PROPOSE
D

C
A
B
I
N
APPROX 61LF OF
STREAM CHANNEL
DISTURBANCE
DUE TO FLOODING
L O D
LAKE EDGE STABILIZATION
WITH BOULDERS
L O D
B: EX
P
A
N
D
E
D
LAKE

B
O
U
N
D
A
R
Y
B: PROPOSED
RAISED PLAY LAWN
AREA A
AREA B
AREA B
AREA B
AREA B
AREA E
PROPOSED TIMBER BRIDGE
ON STACKED STONE
FOOTINGS. SEE DTL.L6.05
PROPOSED
TIMBER BRIDGE.
SEE DTL L6.02
E: PROPOSED
ROCK VANE
CROSSING,
SEE DTL L6.03
EXISTING
OVERLOOK
A: PROPOSED ENHANCED
PLUNGE POOL WEIR AND
CROSSING, SEE DTL. L6.09
A: PROPOSED
ENHANCED
PLUNGE POOL
B: DRY-STACKED STONE
RETAINING WALL AT
RAISED PLAY LAWN.
B: PROPOSED DOCK
BANK
STABILIZATION
WITH BOULDERS
SEE DTL. L6.04
L O D
L O D
L O D
LS
LS
LP
LP
LP
LP
EG
LP
GP
GP
GP
EG
EG
EG
EG
EG
GPGP
HP
HP
HP
LP
DW
DW
DW
PW
PW
DW
SLAB TO BE
REMOVED
AREA C
APPROX. 90 LINEAR
FT. OF STREAM BANK
MODIFICATION AND
STABILIZATION
DW
BR
BR
FCFC
FC
BR
PROJECT DATA
OWNER WACHHUND LAND COMPANY, LLC.
3 STANSBURY DR
ASHEVILLE, NC 28803
CONTACT SHANNON P. SLUSHER
215-888-0994
PINS 7590-87-0468
7591-93-1448
7590-98-1632
7591-70-5223
7591-92-4120
DEED REFERENCE BK 00879, PG 0344
RIVER BASIN SAVANNAH
RIVER CLASSIFICATION C. TROUT
LINEAR FT OF STREAM
IN PROJECT AREA
(PROPERTY)
TOTAL ACREAGE
DISTURBED AREA
OVERALL IMPERVIOUS SURFACE
PRE-CONSTRUCTION
POST-CONSTRUCTION
11,975 LF +/- (42,040 LF +/-)
461.28 AC
19.55 AC
1%
1% +/-
PLAT BK F19, PG 108-109
ACREAGE OF WETLAND
IN PROJECT AREA
20.76 AC
LEGEND
SYM DESCRIPTION DTL
4
L6.0
L O D
1
L6.0
LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
TEMPORARY CONSTRUCTION
ENTRANCE
PROPERTY LINE
STREAM W/25' BUFFER
EXISTING GRAVEL DRIVEWAY
TO REMAIN
PROPOSED STONE UNIT
PAVING
PROPOSED LAWN
3
L6.0TEMPORARY DIVERSION DITCH
PROPOSED GRAVEL PAVING
EXISTING BUILDING TO BE
REMOVED OR RELOCATED
EXISTING FOREST CANOPY
EXISTING WETLAND (2.4 ACRES IN
DEVELOPMENT AREA)
PROPOSED WETLAND AT LAKE EDGE ( 0.72 ACRES)
DISTURBED WETLAND ( 0.39 ACRES)
EXISTING TREE LOCATED
BY SURVEY
PROPOSED REINFORCED
LAWN PATH
PROPOSED UPLAND MEADOW
PROPOSED HERBACEOUS PLANTING
EXISTING BUILDING
TO REMAIN
DISTURBED STREAM CHANNEL DUE TO
FILL ( 40 LINEAR FT)
COMPLETED FOREST ENHANCEMENT
AREAS (5 ACRES)
PW
FC
DW
1
L6.10PROPOSED DRY-STACKED
STONE SITE WALL
DISTURBED STREAM CHANNEL DUE TO
FLOODING ( 109 LINEAR FT)
EG
GP
S
LS
LP
UM
HP
EXISTING WATERLINE
2019 BOG RESTORATION AREAS ( 3.4 ACRES)BR
8
7
6
5
4
3
2
1
N
STREAM AND LAKE WORK
07.31.2020
07.31.2020
8
7
6
5
4
3
2
1
THOMPSO
N

RI
V
E
R
1
7
5
3174
3175
170180190200210160
170
160
CURVED TIMBER BRIDGE - PLAN
1/4" =1'-0"2
CURVED TIMBER BRIDGE - ELEVATION
1/4" =1'-0"4 CURVED TIMBER BRIDGE - CONTEXT PLAN
NTS3
CURVED TIMBER
BRIDGE
10"
6"3"3'-6"8"
8'-4"
4"
3"
5"
9'-0"
5"
10"DIM. VARIES6" x 6" BLACK LOCUST
3" x 6", 8" WHITE OAK TIMBERS
6" X 10" WHITE OAK TIMBERS
5" x 5" WHITE OAK OR
BLACK LOCUST
TIMBERS
3' x 3' x3' or 4'
BOULDER AT
COLUMN TYP.
4" X 4" WHITE OAK POST
CURVED TIMBER BRIDGE - CROSS SECTION
1/4" =1'-0"1
1
L6.02
8
7
6
5
4
3
2
1
ROCK CROSS VANE - PLAN
1/2"=1'-0"5
ROCK CROSS VANE - SECTION AT WEIR
1"=1'3
ROCK CROSS VANE - CONTEXT PLAN
NTS2
3
L6.03
D TRIBUTARY TO THOMPSON RIVERTHOMPSO
N

R
I
V
E
RTHOMPSON R
IVER
20"POPLARELEV236.44
30"POPLAR
17"POPLAR 22"POPLAR
36"POPLAR
21"POPLAR
28"
POPLAR
21"POPLARELEV237.21
20"POPLAR
25"WHITEPINE
30" POPLAR
WITH TIRE
SWING ELBOWELEV 241
18"BIRCH
20"POPLARELEV238.14
17"POPLARELEV237.82
0.95 acres of

d
i
s
t
u
r
b
a
n
c
e

s
h
o
w
n
SUNKENGARDENTERRACE
MULTITRUNKPOPLARELEV235
4" perf pipe >>
DAYLIGHT PIPES DOWNSLOPE.
DISCHARGE AREA TO BE
REINFORCED WITH STONE AND
PLANTING TO PREVENT EROSION
<< 4" perf pipe4" perf pipe>>
DAYLIGHT WALL
DRAIN PIPE AT
BASE OF WALL
DAYLIGHT PIPE
DOWN SLOPE
<< 4" perf pi
p
e
4" perf pipe >>
6" >><< 4"<< 4"<< 4"4" >
>
4"
>>
4"
>
>
<< 6"10" >>10" >>
6" >>4" >>4" >>4" >><<
4"
6" >>4" >>FOUNDATION DRAIN OUTLET >>
<< 4"
<< 4"4" >><< 4"
6" >>4" perf pipe >>4" perf pipe >>4"
perf pip
e

>
>
DAYLIGHT PIPE
DOWN SLOPE
DAYLIGHT PIPE
DOWN SLOPE
15" Nyloplast drain
basin/junction box with
solid lid
6" >>
6" >>
18" Nyloplast drain
basin/junction box with
solid lid
RIM 238.412" Nyloplast drain basin
with standard grate
RIM 237.75
12" Nyloplast drain basin
with standard grateRIM 23812" Nyloplast drain basin
with standard grate
DI 237.8
12" Nyloplast drain basin
with standard grate
DI 237.5
12" Nyloplast drain basin
with standard grate
WALL SHOWN OUTSIDE
EXTENTS OF
GROUND-SHOT SURVEY.
WALL LOCATION AND
HEIGHT TBD IN FIELD
WITH OWNER AND
LANDSCAPE ARCHITECT
3172
3174
31
7
6
3178
318
0
318
4 319031863182
31803176
3172 3170S76°32'0
8
"
W
1502.16' (
N.
T.
S.)(GROUND)
3210
3220
3230
3240
3230
32403238
3236
3226
3222
3216
3212
3234
3228 32423238
3234
S86°37'34"W
1131.94' (N.T.S.)
(GROUND)200210220230230
220
210
200
190 230180
190
200
10
220
230 190200210220230210
220
210230
ROCK CROSS
VANE
FLAT STEPPING STONES
BASE STONES PINNED TO
BEDROCK. BASE STONES TO
BE 6'-LONG, TYP
EDGE OF STREAM2'-0" TYP.BANK STABILIZATION
RANGE 9-12" TYP.
LENGTHS VARY 3'-4'
4
L6.03
2'-0" +/-2'-0"6"4"4"
1'-8"
NOTCH BEDROCK TO LEVEL AND
SECURE BASE STONES. INSTALL BASE
STONES TIGHT TO EDGE OF NOTCH
EXISTING BEDROCK
RIVER BED
WATER LEVEL
STEPPING STONES 3' TO 4' LONG
BASE STONES 6' LONG, TYP
STACK BOULDERS DOWNSTREAM TO
FORM CASCADING POOLS
4"+/- TYP
6"6"6"6"3"#7 DWL x 1'-0" @ 18" O.C. - DRILL AND
EPOXY 6" EMBED INTO BEDROCK
W/SIMPSON SET XP - EPOXY
ADHESIVE- FILL DRILL HOLE SOLID
WITH EPOXY AFTER STONE IS SET -
USE ACCESS HOLE TO INSERT EPOXY.
- FILL ENTIRE HOLE SOLID WITH
EPOXY. INSTALL EPOXY IN STRICT
ACCORDANCE WITH MANUFACURES
INSTRUCTIONS
EPOXY ACCESS HOLE - 2" ABOVE TOP OF DW
FILL VOID SOLID W/ NON-SHRINK GROUT5000
#7 DWL x 9" @ 18" O.C. - DRILL AND
EPOXY 3" EMBED INTO
STEPPINGSTONE W/SIMPSON SET XP
- EPOXY ADHESIVE- ALLOW EPOXY
TO SET- DRILL INTO BASE STONES 6"
AND FILL HOLES WITH EPOXY- SET
STEPPING STONES - INSTALL EPOXY
IN STRICT ACCORDANCE WITH
MANUFACURES INSTRUCTIONS
BANK STABILIZATION BEYOND
1' TO 2'+,
T
Y
P
8"

-10
"TYPROCK CROSS VANE - SECTION ELEVATION AT STEPPER
1"=1'4
6"6"6"
NOTCH BEDROCK TO LEVEL AND
SECURE BASE STONES. INSTALL BAS
STONES TIGHT TO EDGE OF NOTCH
EXISTING BEDROCK
RIVER BED
STACK BOULDERS DOWNSTREAM TO
FORM CASCADING POOLS
W/SIMPSON SET XP - EPOXY
ADHESIVE- FILL DRILL HOLE SOLID
WITH EPOXY AFTER STONE IS SET -
USE ACCESS HOLE TO INSERT EPOX
- FILL ENTIRE HOLE SOLID WITH
EPOXY. INSTALL EPOXY IN STRICT
ACCORDANCE WITH MANUFACURES
INSTRUCTIONS2'-0"4"1'-8"
EMBED BASE STONE IN
RIVERBANK AT EDGE OF
STREAM
EMBED BASE STONE IN
RIVERBANK AT EDGE OF
STREAM
STACK BOULDERS
DOWNSTREAM TO FORM
CASCADING POOLS
18'+/-
8
7
6
5
4
3
2
1
STONE EDGE AT RIVERBANK
1/2" = 1'1 2'-0"6' +-
1'-6" +-
48'-0"
APPROXIMATE
EXISTING GRADE
WEATHERED STONE
APPROVED BY CLIENT
FREE DRAINING
CRUSHED STONE
DENSE GRADED
CRUSHED STONE BASE1'-6" +-APPROXIMATE
EXISTING RIVER EDGE
1'-6"180
30' +/-18' +-130' +/-
3174
3176
31
7
2
3178
31
8
0
318
4 319090' +/-1L6.04STONE EDGE - PLAN ENLARGEMENT
1/8" = 1'2
ESTIMATED LOCATION OF
WATERFALL TRIBUTARY
WATERFALL
TRIBUTARY PER GPS
PROPOSED COVE
EXISTING EDGE OF RIVER
8
7
6
5
4
3
2
1
TIMBER BRIDGE ON STACKED STONE FOOTING - CROSS SECTION
1"=1'-0"3
4"4"3"112"10"6"
3" WHITE OAK
PLANKS.
RANDOM
WIDTH 5"-10"
W/ 12" GAP
BTWN
4"x4" WHITE
OAK RAIL
1 12" SPACER
3" x3" x1 12"
36" O.C. MAX
112"
6"6"
8'-0"
6"
EQEQ
8'-11"
DRILL 34" STEEL
ROD THROUGH
TIMBER
INTO BOULDER
FLAT THRESHOLD
STONES
12"-15" THICK
EX. GRADE
FG SET BOULDERS
IN TO SUPPORT
BRIDGE AT
EACH END
FREE
DRAINING
GRAVEL10"3"VARIESVARIES 12"30" MAXTB 172.5 TB 172.5
24'-0"2'-2"
2'-8"
FG
13"13"EXISTING GRADE STREAMBED
4"X4" WHITE
OAK RAIL
TIMBER BRIDGE ON STACKED STONE FOOTING - SECTION
1"=1'-0"1
TIMBER BRIDGE ON STACKED STONE FOOTING - PLAN
1"=1'-0"2
CONTEXT PLAN
NTS4
THOMPS
O
N
R
I
V
E
R
HOMPSON RIVERUNNAMED TRIBUTARY TO THOMPSON RIVERTHOMPSO
N

R
I
V
E
R
3172
3174
31
7
6
3178
318
0
318
4 319031863182
31803176
3172 3170GRAVEL ROAD 9' +/-
THOMPSON RIVE
R

1
8
'

+
/
-
TOP OF RIVER BANK +/-
(EDGE OF TOPO LIMITS)
TOP OF RIVER BANK +/-
(EDGE OF TOPO LIMITS)FLOWFLOW
S76°32'0
8"
W
1502.16'
(
N.
T.
S.)
N.C.G.S. MON. " CAMP B
U
C

"

F
B
4
1
6
6
N 510,250.44'
E 799,532.35'
ELEV. 3186.0'
COMBINED FACTOR : 0.
9
9
9
7
2
9
0
6
( NAD 83 2007 )
(BENCHMARK)
NAIL SET (FLUSH)
N 509,900.68'
E 798,071.47'
ELEV. 3189.2'
(NAD83 2007)(GROUND
)
180
190
200
190
170180190200170
180
190
0
210
TIMBER BRIDGE ON
STACKED STONE
FOOTING
172.5
WHITE OAK DECKING 4"X4" WHITE OAK RAIL 6"X10" WHITE OAK TIMBER FLAT STONE THRESHOLD
FLAT STONE ABUTMENT
1'-4", TYP
10", TYP3'-112"3'-112"℄
℄
℄
172.5
8'-0"7'-1"3
L6.04
1
L6.04
INV 170
TW175
+
+TW17
6
.
1
7
+TW1
7
6
.
1
7
1
7
4
179
1711721731741
7
5
182181
179
180
178
177
175
174
171172173
175
176
172
171
170
169
168
173
177
1
7
6
181
180
179
178
177
174
1
7
5
175176
17
4
178
166170173
172
171
+WL
170
170
169
168
168169168
171172173170
17
3
17
2
1
7
8
176
174
173
175
164
166
168 PROPOSED CULVERT1
L6.07
8
7
6
5
4
3
2
1
N
LAKE OUTFALL
STRUCTURE
WITH TIMBER
BRIDGE
1
L6.0
7
2
L6.07
WEIR WALL
EXISTING
WATERLINE
EXISTING
WETLAND
UPLAND MEADOW
LAKE EDGE PLANTING LAWN
PLUNGE POOL
EXPANDED LAKE
LAWN
LAKE EDGE PLANTING
UPLAND MEADOW
TRIBUTARY
TO
THOMPSON
R
IVER
15'10'5'0
2
L6.07
3
L6.07
OUTFALL - SECTION 1
1/2"=1'-0"1 10"1'-6"15'-4"
3'-6"
9"3'-6"2"
212"1'-0"6"1'-6"
3'-7"
177.0
1'-0"6"
STONE THRESHOLD
6"x10" TIMBERS
CONC
STRUCTURE.
SEE
STRUCTURAL
FOR SIZING
AND
REINFORCEMENT
STONE VENEER ON
CONC. STRUCTURE
STRUCTURAL FILL
CONC. FOOTING
177
176
175
174
173
172
171
170
169
168
167
166
165
164
163
162
177
176
175
174
173
172
171
170
169
168
167
166
165
164
163
162
TW 174.43
TW 174.93 TW 174.93
6"
9"6"3'-7"
TW174.21
TW174.71
177
TW 176.17TW 176.17
177
177
WL 170
WL 174.5
174.5
TW174.71
TW175TW175
15'-4"
3'-6"
16'-10"5'-0"BW171.5
TW176.17 TW176.17
176
175
174
173
176
175
174
173
8
7
6
5
4
3
2
1
N
OUTFALL - PLAN
1/2"=1'-0"1
177
176
175
174
173
172
171
170
169
168
167
166
165
164
163
162
STRUCTURAL FILL
TW176.17 TW176.17
TW174.99 TW174.99
TW174.49 6"6"6"16'-4"1'-6"STONE CAP
CONC STRUCTURE,
SEE STRUCTURAL FO
SIZING AND
REINFORCEMENT
STONE VENEER
6"6"
177
176
175
174
173
172
171
170
169
168
167
166
165
164
163
162
WL174.5
TW176.17 TW176.17
STONE CAP
CONC STRUCTURE,
SEE STRUCTURAL FOR
SIZING AND
REINFORCEMENT
STONE VENEER
OUTFALL - SECTION 2
1/2"=1'-0"2
OUTFALL - SECTION 3
1/2"=1'-0"3
OUTFALL - CROSS SECTION
1/2"=1'-0"1
BERM AND RETAINING WALL SOUTH OF OUTFALL
1/2"=1'2
WL170
5'-0"
WL174.5
TW176.17
TW174.71
TW176.17
6"2"3'-6"11"
12" MIN
2'-0"2'-0"TW174.5
4'-3"TW175
STRUCTURAL FILL
6"x10" WOOD BEAMS
HANDRAIL
WALL BEYOND
PLUNGE POOL
CONCRETE WEIR
WALL WITH STONE
VENEER. SEE
STRUCTURAL FOR
SIZING AND
REINFORCEMENT
STEEL ROD
CONC STRUCTURE. SEE
STRUCTURAL FOR SIXING
AND REINFORCEMENT
177 177
176 176
175 175
174 174
173 173
172 172
171 171
170 170
169 169
168 168
167 167
166 166
165 165
164 164
163 163
TW174.21
TW1701'-3"6"6"10"
1"
12"
1"
12"
STONE VENEER, TYP.
6"
6" MIN12" MIN
SST MASONRY TIES, TYP.
CMU LEDGE AS REQUIRED, FULLY GROUT
1012"1012"3'-0"1'-0"1'-6"5'-0"
1'-6"
176.45
WL174.5
176.45
CONCRETE RETAINING
WALL WITH STONE
VENEER. SEE
STRUCTURAL FOR
SIZING AND
REINFORCEMENT
WALL BEYOND
CONCRETE FOOTING
177 177
176 176
175 175
174 174
173 173
172 172
171 171
170 170
169 169
168 168
167 167
166 166
165 165
164 164
1'-2"
1'-0"1'-0"1'-0"STONE VENEER
6" MIN
1"
12"
TW176.17
SST MASONRY TIES, TYP.
8
7
6
5
4
3
2
1
N
8
7
6
5
4
3
2
1
PLUNGE POOL BRIDGE - CROSS SECTION
1/2"=1'-0"1PLUNGE POOL BRIDGE - SECTION
1/2"=1'-0"2
PLUNGE POOL BRIDGE - PLAN
1/2"=1'-0"4
2'-8"4'-0"1'-0"6"4"6"2'-6"1'-0"6"2'-8"
1'-0"
10"6"10"6"
TB 184.5
TW 182.5 TW 182.5 TW 182.5
6" x 6" WHITE OAK TIMBERS
34" DIA GALV. THREADED ROD
W/ 14" GALV. WASHER SPACERS.
LOCK NUT BOTH ENDS6"
4"3'-6"3'-812"
TW 184
7'-1012"
CONCRETE STRUCTURE
WITH STONE VENEER. SEE
STRUCTURAL FOR
CONCRETE SIZING AND
REINFORCEMENT
183
184
184
183182181180179178BW 177
182.5
178179180181182183184PLUNGE POOL BRIDGE - CONTEXT MAP
NTS3
EXI
S
T
I
NG
W
A
T
E
R

L
I
N
E
E
X
I
S
T
I
N
G
C
A
R
T

R
O
A
D
EXISTING L
A
K
E
DRAIN BOXUNNAMED TRIBUTARY TO THOMPSON RIVERN.C.G.S. MON. " CAMP B
U
C

"

F
B
4
1
6
6
N 510,250.44'
E 799,532.35'
ELEV. 3186.0'
COMBINED FACTOR : 0.9
9
9
7
2
9
0
6
( NAD 83 2007 )
(BENCHMARK)
LAKE PICKENS
3174.5'
ZIP LINE
TOWER
319
0
3188
3186
3185
3183
3181
3180
3178
3176317531
7
4
3
1
7
5
3174
3175
3177
3179
3180
3182
3184
3185
31
8
7
3
1
8
9
319
0
3
1
7
6
31
7
8
318
0
3181
318
3
318
5
318
6
31
8
8
31
9
0
319
2
TOP O
F
DAM3195319031853185318331873180
EXISTING POND
FOOT BRIDGE
CROSS TIE WALL
POND DRAIN BOX
GRAVEL PATH
3212
3215
3220
3225
3230
3235
3240
3245
32
1
8 322332283
2
3
2
3
2
3
8
3
2
4
2
3
2
4
7
319
5
319
8
3200
32
0
3
3205
3
2
0
8
3210
31
9
6
32
0
1
3203
3202
32
1
0
321
3
3215
32
1
8
3220
3
2
2
3
3225
322
8
3230
3235
3240
3245
T
T
T
T
T
T
T
T-POST
(TYP.)
W
T .S .)
D )
A M P B U C " F B 4 1 6 6
,2 5 0 .4 4 '
,5 3 2 .3 5 '
. 3 1 8 6 .0 '
C T O R : 0 .9 9 9 7 2 9 0 6
8 3 2 0 0 7 )
C H M A R K )
EXISTING SOIL R
O
A
D
(WIDTH VARIES
)190170 1902002102202301
9
0
20
0
2
1
0
2
2
0
2
L6.07
1
L6.07
18'-0"
TB 184.5
1'-6"6"6"6"6"6"182.5
6"4"4"3'-6"FG
4'-0"
STONE
THRESHOLD
CONCRETE STRUCTURE
WITH STONE VENEER. SEE
STRUCTURAL FOR
CONCRETE SIZING AND
REINFORCEMENT
TIMBER BRIDGE
+184.5+184.5
TW 184184183 PROPOSED
ENHANCED
PLUNGE
POOL
PROPOSED
ENHANCED
PLUNGE POOL
CROSSING, SEE
DTL.
TW 184
8
7
6
5
4
3
2
1
CART BRIDGE AT WETLAND - SECTION
1/2"=1'-0"2
E
X
I
S
T
I
N
G
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EXISTING L
A
K
E
DRAIN BOX
THOMPS
O
N

RI
V
E
R
TAR Y T O THO M P S ON RI V E R ESEPTIC DRAIN FIELD
BW190
BW181
BW191
TW185
191.5DI184.3
TW 194.5
191.9191.45
n
N.C.G.S. MON.
" CAMP BUC " " AZ MK
"
N 509,964.56'
E 799,882.28'
( NAD 83 2007 )
NG BASELINE)
451
.
9
9
'
3
1
7
5
3174
3175
3174
3172
3170
31683166
3165
3163
3161
3160
3158
315631733177
3178AM
31693170317231753178318031833185318
8
3190
31
8
6
318
5
31
8
331813178317631753
1
7
5
3174
31753177
31
7
9 31803182318431853183
31813178G
R
A
V
E
L
R
O
A
(T
Y
P
.
)
OLD "LUSK" CABIN
12" CPP
I.E. 3177.0'
B4 1 6 6
2 9 0 6
OF
AR
.82'
.37 '
4 1.0'
0 07)
(G
EXISTING SOIL R
O
A
D
(WIDTH VARIES
)
3192
319
0
3186
3
1
8
5
3184
N/S IN STUMP
N 509,874.17'
E 800,182.19'
ELEV: 3192.0'
NAD 83 (2007)
(BENCHMARK)
W
WATER
SPIGOT
GRAVEL ROAD 12' +/-N.C.G.S. MO
N
." CAMP BUC

"

"

A
Z

M
K

"
N 509,964.56
'
E 799,882.2
8
'
ELEV: 3172.
1
'
( NAD 83 200
7

)
S73°14'10"E
313.12'(N.T.S.)
(TIE LINE)
CART BRIDGE AT WETLAND - PARTIAL PLAN
1/2"=1'-0"3
CART BRIDGE AT WETLAND - CONTEXT PLAN
NTS4
CART BRIDGE AT WETLAND - SECTION
1/2"=1'-0"1
1
L6.08
2
L6.08
CART
BRIDGE AT
WETLAND
FG
VARIES, 6" MIN.2"6"36" MINDRILL 34" STEEL
ROD THROUGH
TIMBER
INTO BOULDER
FLAT THRESHOLD
STONES
12"-15" THICK
EXISTING
GRADE
SET BOULDERS
IN TO SUPPORT
BRIDGE AT
EACH END
FREE
DRAINING
GRAVEL
2" THK WHITE OAK
OR BLACK LOCUST
PLANKS, RANDOM
WIDTH 5"-10"
W/ 12" GAP BTWN.
4" X 6"
OAK BEAMSEXISTING
GRADE
6" x 6" BLACK
LOCUST
NATIVE
RIVER ROCK
GEOTEXTILE
10'-0" TYP
BANK FULL 6' +/- TYP
TB 163TB 163 112"
4"8'-0"2"6"6"4"112"
4" x 4" x1 12" WOOD S
EVERY 48" O.C.
4"x6" OAK BEAMS
36" MIN.38" x 5" x12" GALV. ST
12" DIA CARRIAGE THR
W/ WASHER
6" x 6" BLACK LOCUS
10' APART, UNLESS N
3"VARIES; 6" MIN.
3 34"- 1" NATIVE RIVER
GEOTEXTILE
18"
AUGER HOLE
3"6"
2" THK WHITE OAK O
PLANKS, RANDOM WI
GAP BTWN.