HomeMy WebLinkAbout20170142 Ver 1_CAMA Application_20170127 (2)Sheet Index --All Sheets
North Carolina Wildlife Resources Commission
Division of Engineering Services
1720 Mail Service Center
Raleigh, NC 27699
PH: 919-707-0150
FAX: 919-707-0162
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.OA - Proposed Site Plan with Aerial Photography Overlay
2.1 - Proposed Ramp Area Details
2.2 - Proposed Stormwater Conditions
2.3 - Proposed Excavation/Fill Plan
6.0 - Proposed Profiles & Cross Sections
'ICARO//
2.
:a SEAL
044242 =
S. KLO"''
O e
TUNIS BAA
Site Renovation
Wildlife Lane
Winton, NC 27986
Catherine Creek, Hertford County �Fc
12/6/2016
CAMA Permit Drawings
Vicinity Map
ARPO:All Elevations Based on NWL = 0 g
Jeana Godwin Co an Z
447 Godwin T wn d W
Ahoskie, NC 2 91 z �- W
40 0 40 80 U a
Existing Concrete Ramp °Z N
s' and,Wood Fixed Dock _ _ _- = 40 rr -
b ep ) _ RP
;-
e__ - = -
(to ��r Qv� & r aac d
d
CATHER-1- K
_ - LarrySHo and cam°
_- pp
_
-=!
_ _ _
Nuyt _ - _ ---- ting C mp; ��� a _ a _ o
U
Existing ancrete Ra C z
Z� ! ; and Wood..Do(jk J W o o -
c�
i ����. W ndsoep�bli 279Rd
-2
2. remov a
-tdVdt� 2 U Z 2 c�
b Vqt-�- 2 O o
�- - �_� EL LL
y. - - Approx. wetland boundary >
yz -----------------------s Z a
Approx. wetland boundary ---_. -
_ 5
t28" fd Tree
a -
(to be removed) 13o
N / s
CAMA 30' AEC pN
'oma
LAMA 30' AEC
ADA Par _
(to:be removed)'
EXISTING. GRAVEL PARKING LOT
ko
+25 Vehicle-TrailerSpaces
.
....
4 "
1 ADA -Com leant. Par
ep
(.Parking lot areas to be:reconfigured)
Tree
i 2 (to be removed) . =
WRC Property Line
<6„ 0 Tree O
(to be removed)
o
<6" 0 Trees ✓ m o U
(to remain) / c _a)
� 0
Q o)
L7
Existing Site Summary: T)
-
4 Total Length of Shoreline - 762 FT j
J Size of Entire Tract = 150,498 FT2
I Total Existing Impervious Area = 41,268 FT2
Tract Within 30' AEC = 17,693 FT'
/`11 V I/
R L..�T1"p Impervious Area Within 30' AEC = 1,894 FT2
WRC Property Line " SIVE
Date:
12/6/2016
File Name:
FEMA 1 % Floodway \ yedAA_2017
:
/ Surveeyed: MRL
Designed: BSK
Drawn: BSK
Approved:
Sheet No.
1.0
ARPO: „
Jeans Godwin Co an All!Elevations Based on NWL = 0 0
447 Godwin T wn d -� i 0 z
R W
Ahoskie, NC 2 91 z. ', 5 W
o ca
0 40 80
a
Existing Concrete Ramp Z
LU
and,\Waod Fixed Bock Stele 1°' - 40` a
W Z
�' `` __ r _ (to b�- . ov r' ; ' Lu
CATS ERI E i ! AR��r LL z
;:' _ - Larry S Hoggard o -
..
,
o n W W
... \ —
,. .. _
.:� :;% 1010 Reptablicar�.�i�d � W � " � N
:. .
Cf�e Ramp �
r .:
_
oo
,... ^re
_ t m...... r _
\ - p CD
N
J
..,` r
App wetland bounds z _
_-_ -___
:::: '
Approx. wetland boundary ��,� � ,;. _ .... ... :::...:. -... _ . ° y o
y ±28" 0 Tree �~``. '4. y ;
LAMA 30' AEC (to be removed)'•, / =Z
< o0 o
ZM
ADA
Parking
(to be removed LAMA 30' AEC
and relocated)
EXISTING GRAVEL PARKING LOT
,t25 Vehicle -Trailer Spaces
1 ADA -Compliant Park:pg #�',,, I'll
(Parking loft areas to be reconfigured)
±32" fly Tree--- -------
. s
2 .. N ;.-�;(to be removed) .�._�•
WRQ Property Line ,-'' >,
ca
1J ` 1 // L
/ >
<6" 0 Tree o O
(to be removed)---_ .0
_ <6" !?i Trees o U
(to remain) Existing Site Summary: Cn C (D o
Totat'Length of horelina,= 762 FT 'E �
S. 'e ;i re Tract =150,498 FT (D 0)0-
2
;p '. I ikisting Impervious Area = 41,268 FT
Z }�- as
=' �t Within 30' AEC = 1.7,693 FT;! . cn L
4 1 rvious Area Within . 0' AEC 1,894 FT2 W Q
WRC Property Line ..SANDY DRIVE
In
' . •!•�,..- Date:
12/6/2016
File Name:
FEMA 1% Floodway / ;' TunisBAA_2017
Surveyed: MRL
a.'• /./'
'ted Desigeed: BSK
- Drawn: BSK
.. a ... '.
4 Approved:
Sheet No.
4 „s` 1.0A
All Elevations Based on NWL = 0 Z
Z —4.. N Z
W
LLI
Z ..... _ . "r. 5 q)
40 0 40 80 W a
Stormwater from parking area :3
00 down boat ramps
r ,'�Scalel=40' �
JZUo C HERIN RE —J2
03
a U
roo
2 W
W -
-
a;
3
wt �_ o o o X .
Approx. wetland boundary o a U
Approx. wetland oundary- z o
1"
5
CAMA 30' AEC ata 01
;.. OR 0.22
MA
CA 30 AEC Zc
�j
u i Non -water dependent development
V,
�. ♦ is present within 30' CAMA AEC
♦.4
f ♦:
-_ Existing stormwater flow arrow (typ)
2Sp
; )f ♦ 'mss ��
II ♦♦' WRC Property Line
♦ - �' o
O c
0
Q >
.- ✓ m o
Q Q E� E
Q 1 o
• co
G Aa4
- i J Existing Site Summary:
Total Length of Shoreline = 762 FT X
I Size of Entire Tract = 150,498 FTZ w
Total Existing Impervious Area = 41,268 FT2
RIVE.. Tract Within 30' AEC = 17,693 FTZ
WRC Property Line SAI ^i i. V RT
Q D E / Impervious Area Within 30' AEC = 1,894 FTZ
r
Date:
® 12/6/2016
_
/ ® File Name:
FEMA 1% Floo®way TunisBAA_2017
/ ® Surveyed: MRL
® Designed: BSK
® Drawn: BSK
® Approved:
® sheet No.
® 1.1
ARPO: All Elevations Based on NWL = 0
Jeana Godwin Cowan
447 Godwin Town Rd
Ahoskie, NC 27910
Dredge streambed to
elevation of -5' (see
sheet 6.0 for cross section)
\ / Z
0
CO
N Z
MW
20�
ULLI
C7
40 0 40 80
00
CO Z N
Scale 1" = 40'J w z
NR 'a
ERINE CREEK
-- ��move Exi
Ramstrng
;& Doi ..
_- - 2
and return to.','
r L J=rings Wetlands _Nvvt� Fav+
Approx. wetland boundary
Approx. wetland oundary Strea bank tiilization _
wi s B RiprapStreambank Stabiliza
o,
CAMA 30' AEC ° with Class B Riprap 2 ..
o
0 0 0 0 0 0
CAMA 30' AE
Re ove _
40 h. Ex +28" 0 r MI6° o
_
d
Remove -Gravel and Qa�
_., Seed Area
o
® m to
Remove Ex. ±32" 0 Tree -: _-
N rn C
0)
Cn
z GRAVEL PARKING LOT FEMA 1 % Floodway ~
0
2 50' 50' 30 Vehicle -Trailer Spaces = L
6 Single Vehicle Spaces
s 1.0' ADA -Compliant Parking �' WRC Property Line
20'
40'
9'
-" 20'
0
4 Date:
Remove <6" 0 Tree J 12/6/2016
Proposed Site Summary: File Name:
I Total Length of Shoreline = 762 FT TunisBAA_2017
Size of Entire Tract = 150,498 FTZ Surveyed: MRL
20, Designed: BSK
Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK
WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved:
Sheet No.
Impervious Area Within 30' AEC = 1,004 FT' 2.0
u 0 UJ Od Z 0
J Z W �
- ARPO:
RU Q
Pio osed Double Rarnp
p �,
NJ
U U
o
SZ -2
QZ>I=-
ZU` ry
�� O
1010 R blican Rd
= epu
-- Wi 79
- indsor, NC 2 83
_ W
J W U) ZZ
Q
o o ai
r
pj O U
LL J =
0 0<0
U
U Z �E
N ps C
2 0 RJ
>r�Illi
p X
0 �
Z o
NR 'a
ERINE CREEK
-- ��move Exi
Ramstrng
;& Doi ..
_- - 2
and return to.','
r L J=rings Wetlands _Nvvt� Fav+
Approx. wetland boundary
Approx. wetland oundary Strea bank tiilization _
wi s B RiprapStreambank Stabiliza
o,
CAMA 30' AEC ° with Class B Riprap 2 ..
o
0 0 0 0 0 0
CAMA 30' AE
Re ove _
40 h. Ex +28" 0 r MI6° o
_
d
Remove -Gravel and Qa�
_., Seed Area
o
® m to
Remove Ex. ±32" 0 Tree -: _-
N rn C
0)
Cn
z GRAVEL PARKING LOT FEMA 1 % Floodway ~
0
2 50' 50' 30 Vehicle -Trailer Spaces = L
6 Single Vehicle Spaces
s 1.0' ADA -Compliant Parking �' WRC Property Line
20'
40'
9'
-" 20'
0
4 Date:
Remove <6" 0 Tree J 12/6/2016
Proposed Site Summary: File Name:
I Total Length of Shoreline = 762 FT TunisBAA_2017
Size of Entire Tract = 150,498 FTZ Surveyed: MRL
20, Designed: BSK
Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK
WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved:
Sheet No.
Impervious Area Within 30' AEC = 1,004 FT' 2.0
- ARPO:
Pio osed Double Rarnp
p �,
Lar S Ho and
SZ -2
Impact to unl tatntained
`shoreline wetland
with Floating , _, ,
ting Dock -
5 -_, -
, ' (Dock extends 16' beyond NWL)
1010 R blican Rd
= epu
-- Wi 79
- indsor, NC 2 83
Z4
NR 'a
ERINE CREEK
-- ��move Exi
Ramstrng
;& Doi ..
_- - 2
and return to.','
r L J=rings Wetlands _Nvvt� Fav+
Approx. wetland boundary
Approx. wetland oundary Strea bank tiilization _
wi s B RiprapStreambank Stabiliza
o,
CAMA 30' AEC ° with Class B Riprap 2 ..
o
0 0 0 0 0 0
CAMA 30' AE
Re ove _
40 h. Ex +28" 0 r MI6° o
_
d
Remove -Gravel and Qa�
_., Seed Area
o
® m to
Remove Ex. ±32" 0 Tree -: _-
N rn C
0)
Cn
z GRAVEL PARKING LOT FEMA 1 % Floodway ~
0
2 50' 50' 30 Vehicle -Trailer Spaces = L
6 Single Vehicle Spaces
s 1.0' ADA -Compliant Parking �' WRC Property Line
20'
40'
9'
-" 20'
0
4 Date:
Remove <6" 0 Tree J 12/6/2016
Proposed Site Summary: File Name:
I Total Length of Shoreline = 762 FT TunisBAA_2017
Size of Entire Tract = 150,498 FTZ Surveyed: MRL
20, Designed: BSK
Total Proposed Impervious Area = 41,170 FT Z Drawn: BSK
WRC Property Line SANDY DRIVE / Tract Within 30' AEC = 17,693 FT Approved:
Sheet No.
Impervious Area Within 30' AEC = 1,004 FT' 2.0
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9 0 0 = o NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Tunis BAA
f°, c m NORTH DIVISION OF ENGINEERING & LANDS MANAGEMENT
o a'
4o N m 3 Site Renovation CAROLINA 1720 MAIL SERVICE CENTER
N
Iv $ N RALEIGH, NORTH CAROLINA 27699
O N m Proposed Site Plan RESOURCES Phone: 919.707.0150
0
COMMISSION
with Aerial Photography Overlay
Fax: 919.707.0162
7, T r- www.ncwildlife.org
'A
ER NE CREEK 2W
'CATH, 1 00
10 0 10 20
81 W,impact--to unmaintai-n C) E] CD
--1�54 impact to unmaintained shoreline wetland
4P
Approx. wetland boundary
A on rete Ramp oncrete Ramp
I/Y zt
StreembankShabi|izaion ----_
with Class BRiprap
/ n m
'
COwith Class B Riprap Approx. wetland boundary 0 M
Streambank Stabilization
0 0-
U) �
c nn
O�
��
_
09
A Date:
20' 1216/2016
File Name:
TunisBAA 2017
36' Surveyed: MRL
Designed: BSK
Drawn: BSK
Sheet No.
2.1
Approx. wet
All Elevations .based 'qn NWL = 0
—4
3
—6
fro
F-1
)oundary —/
CAMA 30' AEC
R
t2
royosed-d6ck extends
,app6' beyond NWL
J
MON.
5 ----------------------------
1,555 ft' BUA rant/ rundff
ffow§,,Jntbi Catfi--- /
-- ------- --- --------- erih�rt reek
WRC Property
Proposed stormwater flow arrow (typ)
Cn F -
z
LU
Irl4
I L
Cn <
z
(071)
o
00 Co
r
'� i
LL F-
CD z 0
J Z WC)f
11 2 0 <
LLJ W C)
C
> 1--
>
Z C!) of of
z W 0
00
o
—J LU C/) z
0
LL.
0
G
Z
0 0
WRC Property
Proposed stormwater flow arrow (typ)
Cn F -
z
LU
Irl4
0 LU
0—
Cn <
z
(071)
00 Co
r
'� i
LL F-
CD z 0
J Z WC)f
11 2 0 <
WRC Property Line
FEMA 1 % Floodway
SANDYbRIVE
Existing Impervious Surfaces in WRC Project Area 41,268 ft2
Proposed BUA = 41,170 ft2 (reduction of 98 ft2)
Stormwater Treatment Improved by:
0 Overall Reduction of BUA
9 Eliminating all Non -Water -Dependent development from CAMA 30' AEC
0 Directing all upland parking BUA runoff away from ramps
z
0
Cn F -
z
LU
0 LU
0—
Cn <
z
(071)
00 Co
U) Z
M< of
—J
LLJ .6 LU Z
LL F-
CD z 0
J Z WC)f
11 2 0 <
LLJ W C)
C
> 1--
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z W 0
00
o
—J LU C/) z
0
LL.
0
G
Z
0 0
04 —1
0
CL LL
05,
z in
C, OR
z 2
L ME
&JINOM"
12/6/2016
File Name:
TunisBAA-2017
Surveyed: MRL
Designed: BSK
Drawn: BSK
2.2
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x
M
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PROPOSED RAMP PROFILES
SCALE 1" = 10'
20' Apron @ 0.50%
El. = 1.9'
55' Total Ramp Length
20' Vertical Curve
El. =2.0' 35'@±14.00
0.8'
Existing Ramp/Ground Profile --J
Proposed Excavation Area
VERTICAL CURVE DETAIL
NOT TO SCALE --
Begin Vert. Curve *BELOW NWL:
Back of Apron182 YD' Excavation
EI. = 1.9' EI. = 1.7' End of Curve 80 YD3 Fill
EI.=2.0' El. =1.3'
Begin 14% Slope ABOVE NWL:
EI. = 0.8' 15 YD Excavation
9 YD Fill
— 5' S' 5' 5'
Numbers include dredge area
20' Vertical Curve
PROPOSED FLOATING DOCK PROFILE
SCALE 1" = 10' End of Walkway
Back of Abutment
EI. = 2.0'
End of Apron
Begin Level Walkway 12.0'
EI 2.0'
Concrete Walkway
0% Slope
8'x8' Concrete Abutment
PROPOSED DREDGING CROSS SECTION
SCALE 1" - 8' n _ „
Front of Abutment
EI. = 2.0'
40.0' Floating Dock (2 @ 20' each)
Proposed Ramp/Ground Profile
RAMP STRUCTURES WILL CONSIST OF:
? 8" Reinforced Concrete
6" No. 57 Stone
� 12" Class B Rip Rap
Target End Depth = 4.0'
NWL = 0 Elevation
EI. = -4.0'
NWL = 0 Elevation
W
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70
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12/6/2016
File Name:
TUnisBAA 2017
Surveyed: MRL
Designed: BSK
Drawn: BSK
6.0