SW8040434_APPROVED PLANS_20040715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

r
MqR 2
Z�o4
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
P KOJ E CT
OY5TEK CREEK BOATI N&A CCE55:. =AKEA=.
F
NEW' CON5TKUCTION
Oyster Creek at Core: Sound
Carteret County, North Carolina
March 2004
Sheet index
Sheet
I
of
9:
E45ting Site Plan
Sheet
2
of
9:
Proposed Site Plan
Sheet
3
of
9:
Proposed 51te Plan (Close-up)
Sheet
4
of
9:
Pre -EXI51ting � Proposed Impervou5 Surface Comparl5on
5heet
5
of
9:
Dock 4� Ramp Dimen5ion5
Sheet
6
of
9:
Kamp � Floating Dock Profile
Sheet
7
of
9:
Fixed Dock � Breakwater Profile
Sheet
6
of
9:
Retaining Wall Detail
Sheet
9
of
9:
how -Profile Stone Sill Detail
' NOTE:.
Elevation Datum For All 5heet5:
Mean Low Water (MLW)=0.0 Ft.
VICI NTY MAP
Carter"et
aec
Oyster Creek -
'^ *. �� Project S c

NOTES:
Water Quality C1a55flcati0n: Outstanding Resource Water (ORW)
CAMA AEC Suffer: 575 ft. (Entire Parcel falls within AEC)
NCWRC Parcel Size: 1.38 Acres
NCDOT Encroachment Parcel Size: 0.47 Acres
Pre-CX151ting developed total impervious surface on NCWRC Parcel: 13,247 sc�. ft.
Pre-existing developed total Impervious surface on NCDOT Right -of -Way: 14,025 sc1. ft,
Pre-eX15ting developed total Impervious surface: 27,272 5CI. ft. (see Sheet No. 4 for details)
Proposed developed total impervious surface: 23,7 1 G 5q. ft, (5ee Sheet No. 4 for details)
NCDOT
DIV1510N OF HIGHWAYS
DIVI510N 2
105 PACTOLU5 HWY_
P.O. BOX 1587
GRE>:NVIL1 , NC 27635 .%
A7N: DWAYNE ALLIG000
,J
v 6�%
1p
� P /
Dung cane
Utoity r
r AL
�OQk ,1
i w!
.I I, ci.!I,
PINE EORE5T a MAR5h
,I
5,1(•
G
a JAME5 P. Ltiv�CA�01 I
1101 HWY70 PRJ}- 5if, 4,1r,
P.O. BOX 188/NF
DAV15. NC 28524 a1/.
,I
Utdi:y P ,e Cola
F�isidag'AB � tanC / �
r
J _
_3.O F7
5 Orr
.6.0 PT
apt I
.0 FT
FT iI
I
•�,�erz�t:o rn,Arc vccerA:,o., rnvl
� (j SAY
y_0 F,
Core Sound
-G.O rT
SHOAL
oyster Creek
NOTE
Elevation Datum for All 5heet5:
Mean Low Water (MLW)=0.0 Ft.
0 60 120 180
Scale: 1 inch = GO feet
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek boating Access Area
�xt5itm6j Site Plan
G:frr0ject5/Oy5tc1 C1—k/
SHEET
M EC
Oy,t'r Creck'UNG
DESIGN BY
CADO FILE ID
p
11
MEC
02-FE6-04
DRAWN BY
DATE
9
GSM
I G-FE6-04
CHECKED BY
DATE
OF
BYI
REVISIONS
DATE

NOTES:
Water Quality Classification: Outstanding Resource Water (ORW)
CAMA AEC Buffer: 575 ft. (Entire Parcel falls within AEC)
NCWRC Parcel Size: 1.38 Acres
NCDOT Encroachment Parcel Size: 0.47 Acres
Pre-exi5iting developed total impervious surface on NCWRC Parcel: 13,247 sq. ft.
Pre-existing developed total impervious Surface on NCDOT Right -of -Way: 14,025 sq. ft.
Pre-existing developed total impervious surface: 27,272 5q. ft. (see Sheet No. 4 for details)
Proposed developed total impervious surface: 23,7 1 G 5q. ft. (see Sheet No. 4 for details)
NCDOT r r�,
DIVI510N OP HIGHWAYS
DIVI5ION 2
105 PACTOLUS HWY.
P.O. BOx 1587 r, G. �f
G'r�ENVILLE, NC 27535
ATTN: DWAYNE ALLIGOO
S..gFt /
�r•l
/ f _
25;0ft
i� .ice ✓IO '�\
62.3ft. 96.7ft
PI NE FOREST
JAMES F. LE',, w
1101 NWY 70 F I
P.O. aox 1158
DAVIS. NC 28524 OpFF;n ij
11L ''L
j<
MANEUVERING AREA
�a 46f. . Radius J�7�,
r
l�e r / cis
f1-30.0ft\Gk
t. ILt�f2 P�R(Il�(I 3
. . . JZ
10-41
+,• � SEE 5f1Eff NO. 9 FOR
� STONE BRI=AKWATFR DETAIL
qc�, 41.
�L �Gc IL
MARSH
,
IiL
1L.
IL
5.0 FT
A:0 FT-
0 PT SEE,:
RETA
Core Sound
.6.O fT
MfftT NO, (5 FOR
NING)WALL D1=T L
\-40�"
SEE SHEET NO.
5 FOR
RAMP t DOCK DIMENSIONS
NOTE
Elevation Datum For All 5heet5:
Mean Low Water (MLW)=0.0 Ft.
Oyster Creek
(D
PREVAILING SEAS
0 b0 120 ISO
Scale: I =nch = GO feet
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Access Area
Frop05ed 51te Plan
GIP,ajtct%lOy::.er Cre_v
SHEET
MEC
Cy"t, C"k-OWG
DESIGN BY
CADO FILE ID
MEC
02-17EB-04
DRAWN BY
DATE
9
GSM
I G-FE5-04
CHECKED BY
DATE
OF
BY
I REVISIONS
DATE

�-3.0 FT
-2.0 FT
MEAN HIGH WATER
MEAN LOW WATER
Ac �u r
�q
,* o, SUBMERGED AQUATIC VEGETATION G� M Yv
° 1
36.Oft ;�
soft � .�
5AV 2 2ke �A(z ed o
.. � O Y�1
O �� \ SAV �,,� hr' ;n f ,
ket nrn wall G r
e. ` G
'ZS yv CO
e�`P :e°\�P t\ee�ddd �, Groin c'c,rr �y�S7 3�1`�a)
� 12.oft� .b � .D � � 1 � � �'�'i-
` b , Marsh \ 1� '`'G�CcS�'! cv 457o
.
ft3^-
�
:4 d -l�"c l , i Stc�IO�
MANEUVERING AREA
f
p05t ABC STONE Cable--- TlrsG
^ � r e °a B�&GlA`e,5 � — . 0 I�
\ r v �I' 50.oft/..
�L T \ e 6 a,G J � J ' d . .�, d i [ [j S' � 1 t �•e�w .r: -a.�'u � ��
5caf—
:, ,. 4a/�' : ,` •f�.l .i �.i [zi 145 � ` 15i. e I Inch — 20 feet
O 75 7fL / F �� 1 �� NORTH CAROLINA
Groin
} a WILDLIFE: RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
50.011t C I/ P' 1
' Oyster Creek Boating Access Area
a}? � Proposed Site Plan Closeup
Class �!�
' _ G�lPro�cccs/Oysccr C—V SHEET
r• ,t /1 MrrC Oyster Crcek.DlR'G
0MGN BY CADO FILE 10
Rlp Rap
30.0 ft j �; ! MI C 21 -De
CAR T i LER PARKS G �' W �, i' DRAWN BY DATE
G5M I G-Feb-04 9
I O.Oft
/ nl 0�� CHECKED BY DATE OF
W
f�( f BY REVISIONS DATE
i
Elevation Datum 1 or All Sheets:
Mean Low Water (MLW)=0.0 ft.

PRE-EX151TNG IMPERVIOUS SURFACE AREA (site Condition5 Prior to 155Uance, of CAMA Minor Permit #093-03)
MVEWAY ENTRANCE
HIGHWAY U5 70
GRAVEL DRIVEWAY ENTRANCE
Concrete bridge 5tructure
:� TIM6[2 nuNGS
PRE-EX151TING IMPERVIOUS SURFACE QUANTITY
DESCRIPTION
AREA (5OUARE FM)
A
CONCRETE MA5ONAPY t SLAB FOUNDATION
5,G04
B
GRAVEL It 5O1L ACCE55 DRIVE
7,396
C
CONCRETE RUBBLE:
245
D
ASPHALT PAVEMENT
9.120
E
GRAVEL DRIVEWAY ENTRANCE
4,905
TOTAL
27,272
NOTE: IMPERVIOUS 5URI=ACE QUANTITIES ARE
/ OYSTER CREEK BASED ON 51TE CONDITIONS 4� DEVELOPMENT
\ I PRIOR TO 155UANCE OE CAMA MINOR PERMIT
Y�OPE� LtiNE
PROP05ED IMPERVIOUS SURFACE AREA
NOTE: OLD U5 70 GHWAY ASPHALT PAVEMENT
TO BE REMOVED * P NTED WITH GRASa----'
CORE 50UND
HIGHWAY U5 70
Y1 AN&Tr-�
1 PARKING t 51
MANEUVERING AREA
A-ACCE55 Mkl) t PARKING AREA
E
Pi O�
CODE 50UND
CONCRETE RUDBLE
Concrete Bridge Structure
OYSTER CREEK
Hlgh Water
S452C = 15OZ8 42-
23; -7r& 42 - 3%
Zr) 2?2 4z 45 %
NOT TO 5CALE
PROP05ED IMPERVIOUS SURFACE QUANTITY
DESCRIPTION
AREA (SOUARE FEET)
A
ACCE55 ROAD t PARKING AREA
1 3,318
MANEUVERING AREA
G,854
C
MAN DICAPP PARKING AND 51DEWALK
957
D
1ES
RAMP (To Mean dl,3h LVater)
1,51720
RIP RAP
770.05
TOTAL
23.71C
NOT TO 5CALE
I NORTH CAROLINA I
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Access Area
Impervious Surface Area Comparison
- MEC G:IProjccttrOyst—Crecy SHEET
Oyster Credk.IAVG
•y .• DESIGN BY CADD FILE ID
r MEC 02-FEB-04
_ DRAWN BY DATE
- CHECKED BY DATE OF
BY I HEVISIONS DATE

ID
3 TIMSEP. PILE5
GROIN
GAINING WPLL
TIE-ti'�
d
F}a��%rSSt,•k
2s- Ir3y Ggpil`�GyFay„; C`
r�� 14 ' r ;j 3 imBER PILE5 '.i
a 1 } v zo a Mp
�. � +� L•i lff.
,V.
t G ROI N
Poie t '1 � � � 3 �
APRON j o n P xsd"f r.
b (^- Concre:c :o to C C F. ._
�►. }111���t11�1�� 11
2- C
Scale I Inch = 20 feet
NORTH CAROLINA
PROPOSED RAMP* DOCK DIMENSIONS WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Acce,55 Area
Proposed Ramp �, Dock Dimen5lon5
MSC G:/ProjcctvOy5 CrCCW SHLET
o, 5cd, C: .dk.DWG
DESIGN BY CADD FILE ID 5
MEG 2-Feb-04
DRAWN BY DATE
GSM I G-Feb-04 9
CHLOKED BY DATE OF
BY REVISIONS DATE

PROPOSED RAMP * FL
(Section A -A) Refe.,ence_ 5heet 3 of 9
GATING DOCK PROFILE
--d 0.01 fill Above MLW=32.4 CLIbIC YX65
Ex�5tin,:j profile El. 4.611 Romp SurfaceE 1. 5. O'� Excavation AboveMLW= 17.0 cubic yards
1 . 0.0, G-0.01 P. I
D. 4.2
MI
Ramp 5trUCtUrC COn5l5t5 Of:
8" 5teel Reinforced Concretc, 51ab (Class AA)
G" No. 57 Wa5h Stone
12" Class A Erosion Control 5tone
Scale I "_ 10'
0 10 20 30
IF
3 Floating Units @ 6'X2
i-20.0'
Kamp 51ope- 14,0%
M 1­1,:'Eff'. 2. 0
.......... 11
M LW f- 1. 0. 0'
El. -4 , 7' Existing Profile
./7
Excavation Below MLW= 39.6 cubic yards
Fill Below MLVV= I I G cubic yards

PROPOSED FIXED DOCK * BREAKWATER PROFILE
f C--,, 4- A A
eC IOn } r;-I r; t3or9
Breakwater Begins
� fixed Dock Begins
El.4.1 Ef. 5.0'—�
X
2" Cut in Vinyl 5heet Piling spaced every 2'
to MHW (Top Elv. 4.0 )
Length of l'ixed Docks
C5.0'
NOTE:
-A proposed breakwater height of 1.5 ft above MHW 15 necessary due to the fact that the
MHHW frequently reaches an elevation of 3.0 ft a5 noted by the elevations of ek5ting
freouenUy flooded transitional Wetlands.
Scale I "= 1 0'
0 10 20 30
5.
co
"XG" whaler- 2.5 CCA
5.
I mp 5lape- 14.OD7o
Dock 51ope- 1 5: 1
amber Plfe5- Min. 8" Butt Width
/myl Sheet Piling
U�pth VarleS
FROF05ED GROIN CR055-5ECTION
Scale I "= 1 0'
5.
�n
5.0'
rif H1kP E1. 2.0'
MLW EI, 0.0'
2" Cut in Vinyl 5heet Piling spaced every 2'
to MLW (Top Elv. 3.0')
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boatincg Access Area
Fixed Dock Profile
MEG
Cyste� Creek.DWG
DESIGN BY
CADD RLE ID
vEC
02_FE15_04
DRAWN BY
DATE
9
G5M
I G-FEB-04
CHECKED BY
DATE
OF
BY
I REVISIONS
DATE

r-
CONCRETE
BRIDGE
5TRU CTU RE
r."XG" Ball Posts
CONCI
BULr\H
WOODEN
HANDRAIL
coNc�gE�
51DEWALr\
MEAN F11GI1 WATER
—MEAN LOW WATER
Submerged
Aquatic
Vegetation (5AV)
RETAING WALL PROFILE
(Section GC) Top Elevation Is at 5.0'
Fill COn515t5 of 6" Sand Layer
over No. 57 Stone
EI. 5.0`
Cap with 2" Decking Boards
2"XG"- both 5Ide5
/I III/GI
Continuous Drill I " Weep holes Spaced G'
to Relieve 5tatIG Pressure
Concrete Anchor
I "Galvanized Tieback Rod I Vinyl Sheet Piling
�i I O' Minimum Length
Line Bulkhead with Geotextile fabric
5AV
Note: Pile spacing 7.5 ft. (on -center)
5AV Scale: 1 inch = 10 feet
34. ft SECTION C—C NOTE
Elevation Datum For All 5heet5:
Mean Low Water (MLW)=O.O Ft.
d Ib Oft
\ �q .5 ft Oyster Creek
Of
RAMP 9
1 5. f
7
UTILITY POLES j
Q Q Q j �j Q ° ° a
a
MANEUVERING AREA
ct ��=rn�i1111 t
GROIN
RETAINING WALL DETAIL- PLAN VIEW
Scale: I Inch = 10 feet
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek Boating Access Area
Retaining Wall Detail
GJFrojczt5A>f5:er Crecy SHEET
M EC o Stu Crcct.DWG
RESIGN BY CARD FILE ID (5
MEC 02-FE5-04
DRAWN By DATE
GSM I G-FED-04 9
CHECKED BY DATE OF
BY REVISIONS DATE

NCDOT
DIVISION OF HIGHWAYS
DIV1510N 2
105 PACTOLU5 a1WY.
P.O. BOX ! 557
GREENVILLE, NC 27535
ATTN: OWAYNE ALUGOOD
c IVAILEV, PAW14C,\(I 3 5PACE5 )
4
411,
INE FORE5T
Alta -
IL
0
-
4L iu
MARH5sit"
AIL
YL
i1, All, it
41
0
:. 0
01'r
ZG"A
-- Radius '?
sroNE ..,
P,P
Core Sound
Oyster Creek
6-0 Ff
51d DAL
5.0,pF
(0
PREVAILING 51~A5
0 60 120 180
Scale: I inch = GO feet
I
LOW-PIZOFI LE 5TONE 51 LL FROFI LE
` PLANTED SMOOTH CORDGRP55
I1 G PLANTED SALT MEADOW HAY \\1
_ I I v
BOTTOM
- ARMOR 5TONE
CLA55 B RIP f2AP
FILTER CLOTH PLACED BENEATH 5TONE AND FILL
CORE STONE
- MODIFIED
CLA55 I RIP RAP
LOW-FROEILE 5TONE 5ILL PLAN VIEW
CI. -3.5 PT EI- -310 FT
l
:r
,},
1�
tile,
1
El. -2.0 FT
MHW
it
tir jr
�"
���
stir it
�•
'r
P'lanted
`{
Salt Meadow\,
hays
4,
LI. - 1 .O FT
;d \,
'�h �r
Gordg�ra \,
1 �!
�� iltiOv
f 41
El. 0.0 FT
2.Oft
ARMOR STONE
CLA55 B RCP RiP RAPp p
1 211
- spaced at 20 ft.
Intervals
4. Oft
CORE 5TONE
- MODIFIED
CLA551 RIP RAP
--�I 17.7 ft
39.8ft
Scale: I Inch = 20 feet
I. 2.0 FT
I. 1.5 FT
I. I .O FT
. 0.0 F f"
1 2" REINFORCED CONCIfTE PIPE (4 FT)
5PACED AT 20 FT. INTERVAL5
Scale: I Inch = 4 feet
NOTE
Elevation Datum For All Sheets:
Mean Low Water (MLW)=0.0 Ft.
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
Oyster Creek boating Access Area
Low -Profile Stone Sill Detail
G: Frojzauoy5ter CreeU
SHEET
M EC
Oyster Grc,' DWG
DESIGN BY
CADD FILE ID
MEC
02-FED-04
DRAWN BY
DATE
9
GSM
1 G-FED-04
CHECKED BY
DATE
OF
BY
1 REVISIONS
DATE

.k
oe Carter
Point
Carteret
.1
OYSTER CREEK BOATING ACCESS AREA
VICINITY MAP
QI LP41„ �l UlUft Atlantic HeaCh ,
',� aft.er Faith
- *Emerald Isle
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
Herkere Island
Cage Se�Ywn
#Cape Lookout
ITE
SHEET INDEX
1 CONCEPTUAL PLAN
2 GRADING PLAN
3 SECTIONS & PROFILES
4 TOPOGRAPHY
5 SOIL BORING PROFILES
NORTHcA�o PROVED
MANAGEMENT COMMISINA SION `
DIVISION OF WATER QUAD
621-101 Hutton Street Raleigh, N.C. 27606 -~ �'Uv- Zct4-
Phone: [phone] Fax: [phone]
Web Address: www.rosegrp.com RECEIVED
SEP 17 2004
D
P�Cki# �v¢v¢3�
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES

•
LEGE
ND I1 I 0
GROUP
BORING LOCATION 821-101. fiutton Sheet Raleigh, N.C. 27808
Phone: [phone] Fax: [phone]
Web Address: www.rosagrp.com
EDGE OF PERVIOUS
PAVEMENT
EDGE OF
CONVENTIONAL
NORTH CAROLINA
PAVEMENT WILDLIFE RESOURCES COMMISSION
DMSION OF ENGINEERING SERVICES
— — — MAJOR CONTOURS
— — — MINOR CONTOURS
.i,. MARSHLAND //>
J, QJPINE FORESTr�'orT J REVISIONS
• ELECTRIC UTILITY
PLANTED MARSH
GRASSESSTONE BREAKWATER
1,+ 5 er ree30 FT VEGETATIVE k
\,BUFFER
/. !) 11\`,� k 11%\ 1 1 1 1
Jr' lit/
' (�����` wv I \\\ PROJECT NAME
NCDOT ,...../„...".."' l �\\\ ���� .4u''AY I 1
Native Gra f',; ./.-
N.; �, \\\ ..`\ \ \ 1 \\
NOTES: DIVISION GF HIGHWAYS -- �;�� '� 1ur }\Wall \� \\\ \\\ \\ `\
Water Quality Classification: outstanding Resource Water (OWi� •
DIVISION 2 '�-� �'� \ ` ` \ \ 1 OYSTER CREEK
CAMA AEC Buffer: 575 ft. (Entire Parcel falls within AEC) 105 PACTOLUS HWY. f�f;i� + \\ ; ,t \, \\ \ \
NCWRC Parcel Size: 1 .35 Acres /� ,�/ .r 1 \ , +realCWater�\
P.O. BOX 1587
NCDOT Encroachment Parcel Size: 0_47 Acres ./..,,
-:'� ' Mph ` \ 1 } \
GREENVILLf, NC 27835 ,-, .._: -= . ate`\ , \ �— 1 BOATING ACCESS
Proposed Conventional Pavement Size: 0.32 Acres (Outlined in Blue) - ' - ' - , r S ` \ y
Proposed Pervious Pavement Size: O. i 5 Acres (Outlined in Green) ATTN: DWAYNE ALLIGOOD `:;:fi- / ' ... ; • ,
=. l ��+ �',tk},,,,,, PREVAILING G SEAS
t, }},`I y ,,� '� AREA
-r„ice% / i=. -y j .�� �j1,1`i�1�111,1i,,,,1 1."iis-4� +1,,R7 - # 4- �( I
,..
,. ...„....„ „ ,...„,..„ _ -_ __ 2 --/'-- :I--'-..--I.- --:-1 -' l'.... :_---\--1 (1-. ;: :,...• 2.'11 1/1--...7.' ''' --1-..*-- - J - - -
\ \ Z
���/�- ','-',.'/':‘.‘ �--:- � /�. i •'_7-. � 9>I�,I }`e,li}i��1}�,li�tl�����`,`1t�t���dl��itl R��i4,�,1
' - Dole- itio a,WAVerne' i I `t�I� `41, ,�1V,�jl`t}l�'}1`,;,t,,1l}�itSt�, .`_
' ' /i / .„.• -1_.---• -7= _ __ -a-- r+ 4 .- _;_e r �[ • , ., �iV ii�,11'+41\.,,'.'Vl�l�',1�1'tk.{�,V6„,,�,,„,.�.• - •..,-. �\
...../..„ ..„-' - . .. - _ ro ,:1 s 'A r, - '1 -4: 'SI�,`I}l,,i.}.,P -; / t` _. - \ \
PROPOD 12" RCP F D END % ' - .•. Fis - _ �. .r
—DRANXGE PIPE (NV 1 3.0 FL) =�' ' <" rj\_--.▪ ---_ --- _s r. --- `• � _ •_ -1-, 7_: .•1-' 1-._ 1 p� I- r`r-' -
/% --' • • • _ _ •▪ -: a-- -. 1--).
, .. _ s ›. }•_.1�'�� :y, _f_ , ! 'F- - �t } 'r ,�!,15}4'iiy�tty \
.' - • - 3. .• ,!,-.. '/� r / ji`}yT, A`W A�� � ' ' Breakwater v
0 %/i'%i - a+ _-+ _▪ -•: _ :I.- _ _-�� __r•'. /- lW�t�}�1��1t111}1d1�i�1�� �'
` i'.f < /: Q • 4 -, -_r•: . ▪ 'r=_: _'._'' r'�: ; ,, 41 0? / \ 11 \\ CQti CLIENT
I.
` { \ /�` �. [ i ! _ai a-.._iL-i • - j ���•���;+� / 1 r
✓,;_ �- _•! - _ :: :.: :� -. / •.: ..�-« . ./ , ,�' ;' �,� NORTH CAROLI NA
j - _ i -! � � - :-•' I � r \. 4)41/4 WIL
DLIFE
FE 1
C9 _AO:„.„-:;,,,,',,,/,,,,,- , _ _:.:_t_, ,:„,. ° ' ,_ �
3 ..wf • / RESOURCES ES
/' .......,"" ......,'" / ,..0,` ..... . • - - - ... "fr +/7//...::. / z •
Z .. " ... 4 0- 1-.C.,!;R:.-+-G‘‘'.-NP NCI. - - 4 :-41.: --:1- :-..--A.3,-N- •-[ ---a..---:-.7 ' . ".'. ..."- VP .I,(jV/"
vl- 4- - - "_.v. ob. __ _,•• .. 1 , , . ..„-=,.... -,..,„..„ ,r.`
...;.:._ _- ....- .....„-- .„ . ,-_- lor . . • ..:"Cr " - .0 a - - . 114.- -lb - -- " - I / / / `,_ / / /A1 1". / / / /
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DRAWING SCALE
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�4 i� MARSH VA HORIZONTAL: 1"=30'
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JAMES P. LEWIS Nat_ �I t\Il, NOTE DATE
1 1 0 ! H WY 70 'C
P.O. BOX 188 A�'O,� \I1 `'t 1` Elevation Datum ICJ" All Sheets: AUGUST 13, 2004
DAVIS, NC 28524 R� /� l ,\I1, Mean Low Water (1�LW)=0.0 Ft.
F Mean 111gh Water (MIW) = 2.0 Ft. SHEET NUMBER
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SECTION A-A SECTION b- b SECTION C-C
SCALE: I " = 50' (h) SCALE: III = 50' (h) &-'
SCALE: I " = 50' (h)
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SHEET NUMBER
FLAN viEw - ExisTING AND F--) K0F•05ED GRADING Elevation Datum For All Sheets:
Mean Low Water (MLW)=O.0 Ft. 2
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Web Address: www.rosegrp.com
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VICINITY MAPdr
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NOTES: ./
Water Quality Classification: Outstanding Resource Water (OWP) i% ' FT
CAMA AEC Buffer: 575 ft. (Entire Parcel falls within AEC) .-
NCWRC Parcel Size: 1 .38 Acres � 0
NCDOT Encroachment Parcel Size: 0.47 Acres ` 0
Proposed Conventional Pavement
aveent Size: 0.37 Acres (Outlined in Blue) r� i
HIGH WATER . CreeProposed Pervious Pavement Size: O. 15 Acres (Outlined in Green) Oyster
MEAN LOW WATER
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PROJECT NAME
NCDOT 'DIVISION OFI11GI1WAYSDIVISION 2 :�, \ : Y TER1 05 PACTOLUS hWY. t!1S CREEK
P.O. BOX 1587i. Breakwater
,�- BOATING ACCESS
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GREENVILLE NC 27835 �ATTN: DWAYNI= ALLIGDOD "`',H�.i a 4t } 1...
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l4R � r�i DATE
P.O. PDX 188 ii.�'p�, ���?` 1 09 (jam ��/ �) G� Q �( / '� DULY 07, 2004
DAVIS, NC 28524 F�' 4a?; ill, r*'' 0 r�l,
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RECEIVED
-�- ` SHEET NUMBER
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11 'r t r / Mean h h Water (MI-IW) = 2.0 Pt.
OF I

THE
LEGEND
CAST—IN—PLACE CONCRETE COLLAR
II r el STEEL (3' x 3' x 6') GROUP
M❑NIT❑RING WELL VAULT /
BI BORING LOCATION W/ BOLTED LID 821-101 Hutton Street Raleigh, N.C. 27608 •
Phone: [phone] Fain. (919) B29-9335
Web Address: www.rosegrp.com
M W OBSERVATION WELL
0 LOCATION . • , o � � � ���
► � � c 4
•
•
EDGE OF PERVIOUS ,. ANSI❑N SEAL L❑CKING CAP
PAVEMENT VARIES "� ;; W/BRASS LOCK
NORTH CAROLI{NA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
EDGE OF NEAT P❑RTLAND
r
CONVENTIONAL _� CEMENT GROUT
> 7= ,\0'0111111 Ni
PAVEMENT / BENT❑NITS SEAL ��J�-\'•' 1 �yf '
12'
,,r, MARSHLAND : / /
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l — S�At
12' 2' I.D. SOLID ``•�� = {
,: PVC SCH. 40 �J ' 6?fr; 4,5•
� =
,.' ► PINE FOREST +� �,,t�F'•°kyGlr� ``�'•����
ELECTRIC UTILITY
REVISIONS
, , ,
C33 FILTER SAND f�
,-._., ..:
yD
12-0POST AND CABLE - eo
:_,: _,_
VARIES -.-
y .ei
▪ • PLANTED MARSH .--= 0.010' WELL SCREEN 0.N./
. , , , _ 2' ID. PVC
. • GRASSES = �'C
o'
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}ram PVC CAP, GLUED
. e 6' Ey'ster reek
,• UNDERWATER _
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f VEGETATIONt —..-1 F.-..,1-- -
APPROX. 7'
— — 30 FT VEGETATIVE OBSERVATION WELL & PIEZOMETER DETAIL M"
BUFFER WY/
NTS
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NCDOT e At'wv
DIVISION OF HIGHWAYS wa'k ,<.•.- Retaining Wall
NOTES: DIVISION 2 ` °• -
Water Quality Classification: Outstanding Resource Water (OWE.)
OYSTER C R E E K
CAMA AEC Buffer: 575 ft. (Entire Parcel falls within AEG) 105 PACTQLUS I-iWY. �' ; -
NCWRC Parcel 5#ze: I .38 Acres P.Q. BOX 1587 - --- Nantsci Breakwater
NCDOT Encroachment Parcel Size: 0.47 Acres " ' _ IVEaasf�
Native ass Area ' BOATING ACCESS
Proposed Conventional Pavement Size: 0.33 Acres (Outlined in Blue} GREENVILLI=, NC 27835 • .. d-al9_,r•Z •'--_-• t as p
Proposed Pervious Pavement 52e: O. 15 Acres (Outlined in Green) ATN: DWAYNE ALLIGOOD '�" ,'a �` -. .�. 3 �,�4��11 '}I�
• ' . :�. �� ,,,,,,,,,o �ye��1' �bbIb,IA t"!-J: c9 I'KEVAILING SEAS
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PROPOSI D' 12" RCP F + ..ED END - •w a - 4 a _ ->1 O_ 4.s - .� -_ _ o. -
DRALNAGE PIPE, NC T STANDARD -y ____ - - •s = . ' +� __ - .`�.f _ { '_ d ' -;•,-.- �- ;.,ti�,
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• CLIENT
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\)°) 7 - ....• a • =i p ..'_... 4. NORTH CAROLINA
ENERGY DISS4PATOR TO �J - „�•;-` • _ _ a ;_; + '
COMPLY WITh N.C. EROSION �\ �� _ a __ ° •_ __~ • ` . =� '%'` I+f%�,
AND SEDIMENT CONTROL � - Class � .�. .;'"' WILDLIFE
PLANNING AND DESIGN / .�� Q,� e ' _ ~'' • .: J/ Rlp 1I, f�� y
- -Ill--Y 4 _ : `•_ _. . .*- �, w w RESOURCES
MANUAL, SECTIO#� 8.06. I _ ��� - �✓ el
OBSERVATION WELL �\ / ,� `� `� :_ " a - 6__ �� w w w .-
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LOCATIONS _ `. i� _ ° ,��� ,. � �° _- _ •._� _�_ _': = -= - ,/' . �w W w =' COMMISSION
(SEE DETAIL SHEET I) __. - Z -_ eh - ,, �L ' _- - _
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�` Raleigh, NC 27699
'� INV OUT ` - - • . . ° 4 - a-+ G_. I
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PROJECT INFORMATION
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r �?i� 010ifi� /÷6MARSH HORIZONTAL: 1"=30'
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JAMES P. LEWIS N all, NOTE
1101 hWY 70 Cv A 'It all, DATE
P.O. BOX 188 p llr / ElevatIon Datum For All Sheets: SEPTEMBER 8, 2004
DAVIS, NC 28524 F�'j� — ,ilr,
,�It, alt, Mean Low Water (MEW)=0.0 Et.
F Mean 111gh Water (MLIW) = 2.0 1=t. SHEET NUMBER
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LEGEND 1
821-101 Hutton Street Raleigh, N.C. 27806
MINOR CONTOURS
Phone: [phone] Fay [phone]
Web Address: www.rosegrp.com
MAJOR CONTOURS
PROPOSED GRADING
L : MARSHLAND
NORTH CAROLINA
�'Z PINE FOREST WILDLIFE RESOURCES COMMISSION
`t} DIVISION OF ENGINEERING SERVICES
ELECTRIC UTILITY
ti` ate,
0 © - POST AND CABLE `�• 1q�1D '
/ /// G
� iI �PLANTEDMARSH •Y -VGRASSES `�-JVREVISIONS
rirmaxaose STONE BREAKWATERn,�C.J. .
UNDERWATER ����VEGETATION
n.)CP -G-O FTr r er reV.. \\\ ,;
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W" ,'',1::: s u - � ; ' , BOATING ACCESS
Dative ,
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-� -�: � - •` 7,- ::• i '1 1 �:-• - '•i : -%� -
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4 ‘
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ENERGY DISSIPATOIZ TO7 / f` i ::�� I. , ' lr ��
COMPLY WITH N.C. EROSIONN\ (,\) iiii* - / `
AND SEDIMENT CONTROL ' " - ;t. r
F .�%,, ;` �- . .. %� r r WILDLIFE
PLANNING AND DESIGN 4 "'�,,, f ,/ i /* r 1 r
MANUAL, SECTION` i.0C. I \�/ �,,' - s / � � ;,;` ! ) j ; RESOURCES
r, r - ram' ., J-- w w /,. •/' j/ i ,/
/ . - �: COMMISSION
a' 1 / _ r �wy w y/ y ` / /
06 / w '�w ,r�/y/af l / / / ice' \\
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Mean Low Water (MAW)=0.0 Ft.
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SAW CUT D(ISTING ASPHALT CURB
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CAN BE LOWERED TO REDUCE PATCH NG NEED.
FOR FURTHER MR)RIY4IM ON DRN MIRY
MANNGEMENF AT 433-15%.
(ASPHALT PATCH FOR DRIVEWAY UPHILL FROM NEW ASPHALT CURBING)
DRIVEWAY CONNECTIONS TO OVERLAID
OR RAISED CURBING DETAIL
NTS
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621-101 Hutton Street Raleigh, N.C. 27606
Phone: [phone] Far. (919) 828-9=
Web Address: www.rosegrp.com
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
REVISIONS
PROJECT NAME
OYSTER
BOATING ACCESS
AREA
CLIENT
NORTH CAROLINA
WILDLIFE
RESOURCES
COMMISSION
1720 Mail Service Center
Raleigh, NC 27699
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
PROJECT MANAGER:
EHK
DRAWN BY:
CMS
CHECKED BY:
HRM
PROJECT NUMBER:
04085.100
SHEET NAME
SECTIONS &
PROFILES
DRAWING SCALE
AS SHOWN
DATE
SEPTEMBER 8, 2004
SHEET NUMBER
SCALE: 'I" = 20' (H)
199 = 2' M
3
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LEGEND .. , , f .../......_/ �, Walk , \ t*I)
. V \ \ GROUP
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.� �,� s COMMISSION
/ / / \ / o• 1720 Mail Service Center
b-1 / // ,' / r / / Raleigh, NC 27699
al I
40 / # •, ' �� , � / Phone: [phone]
1111
' i /) \1/ do.40 Fax: [phone]
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......„..„.--- /Ill ..,- PROJECT INFORMATION..„-- --- /4eTI i (_..- ........_, % „--- _____
f • / PROJECT MANAGER: EHK
/ / �\ - .t/ /v/ �I/ �I/ �1/ �% // DRAWN BY: CMS
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/' , / w \ w wt..\\ • I, / / ��� f I I S • O CHECKED BY: HRM
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/' / /' •w w /d • / 4 �' f ' PROJECT NUMBER: 04085.100
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, �/ 0 / HORIZONTAL: 1 =10
EN EKGY �` _ _. __-- / 0
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/ ice y / .V/ • ' ► I DATE
/
," '�� ►�,� "Itift 4 •f/ v/ •L �. ,i, ��� I NOTE / SERTEMBER 8, 2004
INV OUT • FT / o I Elevation Datum For All Sheets:
�• --- All.-, 7 / / Mean Low Water (MLW)=0.0 Ft.
SHEET NUMBER
2 . 8 fT . 5 . 0 � , , Fr" �' / `4/ \i/ `I/ ZA-411:4•040.
/ Mean h I g h Water (M 1--1 W) = 2.0 Ft.
, APAPA ..i., .1., ri.v -.4.- i ,..1/
FT 44.
..,
\I/ Ji 7 / 4
7
... \V 2 - Si FT L.- 9--- T,/?
• I ,/,. ,. .°*t'g 'IP4.' OF 5
., -

. _ _-.,_-_,__ . _-._..-- r_'�. _-_ __-.. �._,_ �____ _ _Vv _._.. 5._.... .. i ram.-. , ._ '__ _� . � �fi1 �_ _ _t_, 1� � •__..._ �.�__
BORING 1 BORING 2
a
6
4
2
O
2
-4
DATUM
tBI
BORING 7
10
8
6
4
2
0
_2
_4
DATUM
0
IV
8
6
4
2
O
-2
-4
DATUM
Ln
10
8
6
4
2
0
-2
_4
DATUM
r r
r r r r r r
BORING 3
io
8
6
4
2
O
-2
-4
DATUM
Ln
Ir rIr 0I0 101
BORING 4
io
a
6
4
2
O
-2
-4
DATUM
0
L
PROFILE DESCRIPTION
BORING 5
io
8
6
4
2
O
-2
-4
DATUM
BORING 6
I
8
4
2
O
-2
-4
DATUM
MEE
MEE
MEN
MEE
MEE
4k I q1h,
0
0
�d
NOTES
I . Elevation Datum For All Sheets:
Mean Low Water (MLW)=0.0 Ft.
Mean High Water (MHW) = 2.0 Ft.
2. Soil Profile Information Provided by
Mr. Walter Cole and Mr. Kevin Martin
of Soil and Environmental Consultants,
PA.
3. Most, if not all, material shown is
fill material. Most of the material also
contains clay balls which may not be
shown graphically.
4. Clay seam is discontinuous.
TEXTURE, STRUCTURE, CONSISTENCY USDA ESTIMATED KSAT (in/hr)
,w► �► +� �+ 10 SANDY LOAM, WEAK, MEDIUM GRANULAR,
1.4-14
VERY FRIABLE
11 fi 1_=f_=i.10
Ila �
l
SAND, MASSIVE, VERY FRIABLE, >14
WITH WOOD, SHELL FRAGMENTS
COARSE SAND >14
MASSIVE, VERY FRIABLE
M-Ift Edba 9AVA >.
W46 Iitv..e ....—.wwre..�
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DMSION OF �KgINiE`yr?,SERVII
S -'A L
;4110
REVISIONS
PROJECT NAME
OYSTER
BOATING ACCESS
AREA
CLIENT
NORTH CAROLINA
WILDLIFE
RESOURCES
COMMISSION
1720 Mail Service Center
Raleigh, IBC 27699
Phone: [phone]
Pax: [phone]
PROJECT INFORMATION
PROJECT MANAGER:
EHK
DRAWN BY:
CMS
CHECKED BY:
HRM
PROJECT NUMBER:
04085.1 DO
CLAY SHEET NAME
MASSIVE, VERY FIRM .14 -1.4
SOIL PROFILE
MEDIUM SAND WITH >14
SHELL FRAGMENTS
DRAWING SCALE
HORIZONTAL:1" = 20'
VERTICAL: 1"= 2'
FINE SAND >14
MASSIVE, VERY FRIABLE
DATE
SEPTEMBER 8, 2004
SAND WITH VERY FIRM, SHEET NUMBER
VERY STICKY, VERY PLASTIC CLAY BALLS 5
�14
OF 5
1 i•r' 1
;15, i
't
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