84-08 OVERSIZE PLANS 12/2018

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_ \ 3p; CgMq Bu Stormwater Quality
ffer Enhancement , `; -P /f i
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U I Area #2 _
Alzd' Bottom Elevation 4.5 i;/ !;
Z Permitted (To be installed, /� % Proposed
V 1 Wastewater Bed System fill Area CD /
Proposed 150' Long x 8 ode _ j Building
�'� -"'°'� .Inlet Weir �� /�' {, ,
Concrete Retaining Wall r rl . / / '' (+16' Roof Overhand)
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Elevation = 4.5
' �1—, 1 �I //
S79' 32' 00 "E
EHO' 638
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S
r — - _ Outlet Weir :
ROE OAD
.ParkinEaevsrtion - - g for ap t _ - 5
Pr�n� _ AM^ nuifier
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e ? ,, 'q.L/ ' •.. � _- — � � . ._ � ��`, Stormwater Quality lea ah r ��- .%, � 6
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8" Wide (Max) concrete
REVISIONS
rer'ownat5/24107
Per owner 6/6/07
Per Carteret Co. bi,3107
Per owner 6111/07
Pervious Surface 7/2.�07
Revise Pervious Area,
,GAS
RV
add proposed riparian
corridor boundary 8/13/07.
G
Add Adj. Pier, Revise
8/29/07
��P
Riparian Corridor
Per CAMA & Owner 10/3107
for CAMA Major t
Modified
Z
Application 10/9/07
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Modified per.owner ferry
\WP\
information 10/15/0.1
Grate pier deck 10/22/07
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Per DCM & DDWQ Communications
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1
/15/OS
Per DCM for Minor Permit
Application 1/30106
Per N'i_,'DENR for Express Permit
$coping :2J02/08
Per N DENR for Express Permit
r
h
!
Review 3/12/08
-
Add Existing Residence Dim. &
\y,P
BMP Drainage Areas Per
NCDENR - DWQ 4/11/08
Reduce deck area, add misc. notes
& stomtwater details Per
NCDENR - DCM request 4/14/Q8
v�
I t�, Enhancemen
Retaining WallTyp) Area #1
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Bottom Elevation = A r-
� ,• / �. • . �y a F�- ens
its �Q /st ��� o�' in , Ripi p
s _
�s ti C / p as A
\ \ <,/ �y. Ovet -x► #,
h WQ to r �,; '
n o hp -.- _ _
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Approx. High C; �oQ ��� \,. % - f ,. ,. - CGEr►R '$ G�"`►
• \ �\ P•'d"•1'1.,..-avd �/�. Qif.O.• / to \ ,.` , \ , y\ +-r 4 �'-� n. n;]hie Pi✓`
r.
\ V
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c;,►•
�/ p
xisdn
C.o� f Residential �/ BH �k (Elev. Top of
x. Bulkhead ))..i
\ JJfI •:cstdng ore` a d: I / - �'� ►
/ E
`- Structure •
'% Impel-Jlous n
Driway &
.n/ 0 �
AppurtenancesEo
'�
to
�>1 Remain %.20 Piern
r swd�,.
Proposed 20ft x 50ft Concrete
IN
20ftArticulating Ramp at End
Surface urface Comprised of Open en Meta!
o p
c
re `�•` Grate (Grate NTS) to Maximum Exten;Mpre 1 , d ,
e 47 4 + A Practicable per S:ruct�:ra! Design by OthersIN
\ N., 476 NOTE: ` ��•, �'�
2 Mooring / Guide
4 40 Earthen Slopes Cj\ '� -••�_
BH 3H:1V Max. / J 3 / Dolphins (Typ)
1\ ✓ / o0
Asphalt Cross Slopes ,"
2 /o to 5 /o Max. L
�;> \
Existing Concrete Bulkhead ----� \
Normal Low Water Extent) `\� <��s
(Typ &Normal High Water / `L
:r��` \ \ odp,da S@ -o Entire Area
C8 Per DMF 2/
> d O
"V O
d 0
wo 1-1
CORE SOUND
V, G '
Water depth measured at 100ft from \ ®RW _ P ro j ecfi EXfie n fiS W i �. r
t _ LE 2� ed ier cente,":ine -
bulkhead along propos p _...___._ �; �+ �^
location = 4.5ft during a rising tide on �� , Estuarine Shoreline /:,,EC
9/14/07. NLW estimate this location = 3ft (+) �, �i
Per owner's on -site representative �� R� � oT ZI ► 2q Z '
Ferry Parameters per Owner N, Approximate Sound Widt'n In
Front/Bow Loading �I•� Pr� o,Ct \/l�Inity — MIieS
65' Long
4 Passenger Car / Vehicle Capacity -
r
Loaded Operable Depth Requirements
36" at Stern
18" at Bow
- ----�-"2'i9�'S:.1�315F..filltSCY •: l O J ` I F�
tVP�'�G
�2
Y'
Existing Riprap�
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(No Bulkhead This
Section of Shoreline) rR
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ONC�l
CPN J
i_EGEND
r—
i Proposed Asphalt Paving
concrete
Open Wood Decking
General Flow Direction
M.E.G. 'Match Existing Grade
xisting Contour
0- Proposed Contour
X 4,3 Spot Elevation
EOP
$6.32 Spot Elevation
'114ater Depth & Note
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Vegetated Swale G
_Y
fo Id
I- T_`
Perinittiiig '.''tan Set
NOT RELEASED FOR CONSTRUCTION
(Confirni w/ Engi.ieer)
Until All Appropriate Pernmits
authorizations Pec`eived
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DATE: 5/15/2007
PROJECT:07-012400
/ DRAWN BY: JF
/ SHEET: 3 of 7