20170786 Ver 1_High Hill BAA_Permit Plans_2017-07-14_20170714

North Carolina Wildlife Resources Commission
Division of Engineering Services
1720 Mail Service Center
Raleigh, NC 27699
PH: 919-707-0150
FAX: [phone]
Sheet Index --All Sheets
1.0 - Existing Site Conditions
1.OA - Existing Site Conditions with Aerial Photography Overlay
1.1 - Existing Stormwater Conditions
2.0 - Proposed Site Plan
2.1 - Proposed Ramp Area Details
2.2 - Proposed Stormwater Conditions
6.0 - Proposed Profiles
6.1 - Stream Width Measurements
y �r 4
High Hill BAA
Robeson County, NC
NOT FOR CONSTRUCTION
High Hill BAA
Site Renovation
6098 NC Highway 72 E
Lumberton, NC 28358
Lumber River
Robeson County
6/26/2017 - USACE & DEQ-DWR Permit Submittal
Vicinity Map
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Project
Location
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LUMBER RIVER96
- -
99
101 — ----
�' End of Ramp sign
NW -- '0' 0
10
South edge of wetland, delineated by Army
Corps of Engineers 5/10/17, not to be
NWL
disturbed by any construction activity
NWL
Treeline ±95
— " �,/ WRC Wood Sign
/ Existing Concrete Ramp
/ \ ±29.4' — —
EXISTING GRAVEL PARKING LOT
±30 Vehicle -Trailer Spaces
40 0 40 80
Scale 1" = 40'
NWL approximately 106.08'
6 -
Aerial power and 6
communication lines
Treeline
WRC Property Line 6\ \
100 Year Flood Elevation = 112 -
Treeline
6-
Underground gas line
/ WRC Wood Sign
NOT FOR CONSTRUCTION
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In Z
5 W
Existing Site Summary.
0
Size of Entire Tract = 6.26 Acres
w z
Total Existing Impervious Area = 42,356 FT (above NWL)
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Wetlands On-site = 1.1 Acres (not to be disturbed)
6,
o o s
Total Length of Streambank = 824 FT
Lu g a
X
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LL CD Z O
Notes:
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- Entire site is within the FEMA 100 Year Floodway
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- Utility locations are approximate and not to be used
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for construction, call 811 before you dig.
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Date:
6/26/2017
112 File Name:
\ HighHillBAA.dwg
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\ _ Surveyed: MRL
Designed: BSK
Drawn: BSK
Existing pipe culvert – 109 – J 6 Approved:
108 _ / Sheet No.
1.0

iL NOT FOR CONSTRUCTION 0 F
9$ to Z
LUMBER RIVER
\ Existing Site Summary: 0 a
96 �,� N Size of Entire Tract = 6.26 Acres w z
NWL \ Total Existing Impervious Area = 42,356 FT (above NWL) 0 5
99 _ \ Wetlands On-site = 1.1 Acres (not to be disturbed) o o
°o 0 40 0 40 80 Total Length of Streambank = 824 FT W J Q
N
2 101w z
W °6 � J
End of Ramp sign / f °2 z w
Scale 1" = 40' Notes: _
NWL ° — - Entire site is within the FEMA 100 Year Floodway Wz L) x o N
- Utility locations are approximate and not to be used z cD � of r-
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for construction, call 811 before you dig. o w zz 6 o
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South edge of wetland, delineated by Army \ _ 41 �5i z0 0 1
Corps of Engineers 5/10/17, not to be�\ NWL _ — / oO > - q° `� 3
disturbed by any construction activity ^ Oz c
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N
NWL NWL approximately 106.08' xz t;
6, ~� ��
Treeline +951
^ ' $ Q 22
WRC Wood Sign
Existing Concrete Ramp
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±29.4'_, Aerial power and
communication lines
WRC Proper" Line — (0
100 Year Flood Elevation = 112 -� �� C >
EXISTING GRAVEL PARKING LOT -+ 00
±30 Vehicle-Trailer Spaces NCDOT ROW Q .0
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Treeline J m > U
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Underground gas line S , IZ-
WRC Wood Sign JY As halt driv wa a ron
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Date:
6/26/2017
X112 _ File Name:
HighHiIIBAA.dwg
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Surveyed: MRL
Designed: BSK
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Drawn: BSK
\ — Treeline �/ Existing pipe culvert 109 1 �# ♦ Approved:
108 Sheet No.
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L , NOT FOR CONSTRUCTION Z
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LU
LUMBER RIVER0.
-- 96 W Z
N L) a
wC 99 Existing Site Summary. :0:1
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zr 1011 g Size of Entire Tract = 6.26 Acres w a Q
�G 101 Total Existing Impervious Area = 42,356 FTZ above NWL. w 0 � ?
2 _ — - — — — 40 0 40 80 Wetlands On-site = 1.1 Acres (not to be disturbed) U. U. z Z
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NW = _ --- �o N _ — — — LU Of
Total Length of Streambank = 824 FT w w 6
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Scale 1"=40'
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South edge of wetland, delineated by Army \
`NWL � ."� p6 �' � a- u- 3:
Corps of Engineers 5/10/17, not to be z o
disturbed by any construction activity /
NWL ` NWL approximately 106.08'
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Treeline /fire z < s
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' 1
10
4 Stormwater from parking area
/ runs down boat ramp
WRC Property Line \
100 Year Flood Elevation = 112 `
NCDOT ROW
Q4 I � Treeline 6
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/s6 `
/ Existing Stormwater `v
flow arrow (t /
yp)
/ 0001, WRC Wood Sign
Ze
109
p
112
i
Treeline
Existing pipe culvert 109 — /
108 —
6/26/2017
File Name:
HighHiIIBAA.dwg
Surveyed: MRL
Designed: BSK
Drawn: BSK
Approved:
Sheet No.
1.1

LUMBER RIVER
NVWL .
� Z
\ N
South edge of wetland, delineated by Army
Corps of Engineers 5/10/17, not to be
disturbed by any construction activity
ADA Concrete Parking
Area & Walkway
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96'
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0W
99
00
U
— oo Proposed Ramp
= --
701 — — with Floating Dock
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_ — (Dock extends z 50'
beyond NWL)
00
101
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96'
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0W
99
00
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— oo Proposed Ramp
= --
701 — — with Floating Dock
W z
U Q
_ — (Dock extends z 50'
beyond NWL)
00
101
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CY Q
WLU
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Concrete Apron
Proposed trees
/ Streambank Stabi
with Class B Ript
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PROPOSED GRAVEL PARKING LOT
20 Vehicle -Trailer Spaces
5 Single Vehicle Spaces
2 ADA Compliant Spaces
O\O\O
\O\O\O
Proposed signage
(See Sheet 2.4)
Parking Bumpers, typ.
40 0 40 80
Scale 1" = 40'
Treeline
NWL approximately 106.08'
I
Existing aerial power and
communication lines
kI-roperty
Treehne
o� \
100 Year Flood Elevation = 112
6-
6 -
Existing underground gas line
V A �
NOT FOR CONSTRUCTION
Proposed Site Summary:
Size of Entire Tract = 6.26 Acres
Total Existing Impervious Area = 42,356 FT (above NWL)
Total Proposed Impervious Area = 34,289 FT (above NWL)
Wetlands On-site = 1.1 Acres (not to be disturbed)
Total Length of Streambank = 824 FT
Length of Streambank Impact = 60 FT
Notes:
- Entire site is within the FEMA 100 Year Floodway
- Utility locations are approximate and not to be used for
construction, call 811 before you dig.
- Gravel striping shown for reference purposes only.
Do not stripe gravel.
- Seeding to be completed by contractors (quote).
NCWRC personnel to complete remainder of project.
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— — — —Existing pipe culvert
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NCDOT ROW
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Existing asphalt
driveway apron
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6/26/2017
File Name:
HighHiIIBAA.dwg
Surveyed: MRL
Designed: BSK
Drawn: BSK
Approved:
Sheet No.
2.0 71

NO/T FO CONST UCTION
\ \ \ ( 5W
20
South edge of wetland, delineated by Army 1/ \ \ \ \ \ \ \ \ \ V v a
/ \ 1a o _10 Zo W Z
Corps of Engineers 5/10/17, not to be I / \ — — v a
disturbed by any construction activity / \ \ 0 o
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cale �" = 1-0' ° Z N
2 Bollards in I \ \ \ W Z
Concrete Walkway" I I \ U- z w
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o o - /I ; - . ti L 5, o 60' Ploating Ick (3 S c 'ons @ 2Q') \ - Z = o
ZA
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" 0 a 8� I a ti Concrete
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a _ , �, a Abutment Z c
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23' Concrete Ramp Apron ,V o - - Q - - �s
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v I , , d/ - 4 Con r7;te Ramp
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4 4 65.3 j 1 \
93.5' v A 1 Streambank Stabilization
\ with Class B Riprap to fill p
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"cut" from ramp removal � 0 0
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55.9' 106 �
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Date:
O_(1 n/Wl 6/26/2017
]'Vi - File Name:
30, HighHiIIBAA.dvvg
\ \ Surveyed: MRL
\ Designed: BSK
v v Drawn: BSK
\ Approved:
/' V A Sheet No. 2.1

L
LUMBER RIVER _
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tv
99
101
C
W
NW
South edge of wetland, delineated by Army _ A Zr,
Corps of Engineers 5/10/17, not to be ,
disturbed by any construction activity oy I r
772 ft2 BUA ramp runoff ' —� _Ib
flows into Catherine Creek
`-
��� NWL �
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it
NOT FOR CONSTRUCTION
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Proposed Site Summary: o o
Size of Entire Tract = 6.26 Acres N Z N
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N Total Existing Impervious Area = 42,356 ITT 2 (above NWL)06
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Total Proposed Impervious Area = 34,289 FT2 (above NWL) z w o
40 0 40 80 Wetlands On-site = 1.1 Acres (not to be disturbed) ° W w
Total Length of Streambank = 824 FT a z > F o N o
Length of Streambank Impact = 60 FT z o Of o o
0 W Q) Z o 0
Scale 1" = 40' LL
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U Z 7iw c(Mc
N X
j 3r
af a - t- �
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NWL approximately 106.08' =Z;
o9 o�
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ZQ 02
L U
WRC Property Line
100 Year Flood Elevation = 112
6-
NCDOT ROW —Z
ro f
Posed stormwater f f P
flow arrow (typ)
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Date:
6,26,2017
File Name:
\ HighHiIIBAA.dwg
Surveyed: MRL
Designed: BSK
NZ Drawn: BSK
Exisrin"ipe culver is / / 6 Approved:
— 108 — / � � Sheet No.
2.2

End of walkway,
back of abutment
El. 109.3'
Front of abutment
El. 109.3'
End of apron,
begin level walkway 12' 8' 60.0' Floating Dock (3 @ 20')
El. = 109.3'
--- - - - - - - - _ NWL = 106.08'
Concrete walkway
Existing Ground 0% slope
**8'x8'x2' concrete abutment
Proposed ramp/ground profile
**All concrete shall be NCDOT
4500 psi air entrained with 6% air Date: 6/26/2017
content. File Name:
HighHiIIBAA.dvvg
Surveyed: MRL
PROPOSED FLOATING DOCK PROFILE Designed: BSK
Drawn: BSK
SCALE: 1" = 10' Approved:
Sheet No.
6.0
NOT FOR CONSTRUCTION
z
Z
W
0w
O2
U
Q
W z
Ramp structure will consist of:
' 8" Reinforced Concrete
00CD
20' Apron @ 1.5%
20' Vertical Curve
73.5' Total Ram
Stone
eRa
w w z
Le
p Length
12' Class B Ri p p
Ca
z
109.00'
109.30'
� z
,:
108.10' 53.5. @ ±14.0%
�RC)a
WW 0
CD
-
-
NWL = 106.08'
3
< K 5
m
�
of
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5.48'
5.48'
Existing Ground Profile
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—��
CL
Proposed Excavation Area
*EL = 100.60'
z c
VERTICAL
CURVE DETAIL
*Ramp elevation provides
a
M6
3' depth at Design Low
o
MUs
NOT To scALEWater
E1= 103.60'
Z
s
r- Begin Vert. Curve
Back of Apron El.
= 109.2'
El. = 109.3' El. = 109.0' El. = 108.6' End of Curve EARTHWORK BELOW NWL:
Begin 14% Slope
107 YD Excavation
El. = 108.1'
90 YD3 Fill
PROPOSED RAMP PROFILE
5' 5'
5' 5'
SCALE: 1" = 10'
20' Vertical Curve
End of walkway,
back of abutment
El. 109.3'
Front of abutment
El. 109.3'
End of apron,
begin level walkway 12' 8' 60.0' Floating Dock (3 @ 20')
El. = 109.3'
--- - - - - - - - _ NWL = 106.08'
Concrete walkway
Existing Ground 0% slope
**8'x8'x2' concrete abutment
Proposed ramp/ground profile
**All concrete shall be NCDOT
4500 psi air entrained with 6% air Date: 6/26/2017
content. File Name:
HighHiIIBAA.dvvg
Surveyed: MRL
PROPOSED FLOATING DOCK PROFILE Designed: BSK
Drawn: BSK
SCALE: 1" = 10' Approved:
Sheet No.
6.0