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r r 26 Ix
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rr 'r ____ _______________ _ `" ___ $4.0) 14.7) IO
r ,r NOW OR FORMERLY ) ! ; Im ! r
r' r WLL I AM G. COPLEY i (0. 5) ; O (15.6) ! Z
P i D92� 1 MA00202 i -T'I ; m
!r ` 25 ' ! :2.3)
PAGE 57 EXISTI►yG DECK � � � Y 3. 1) I z ! Z
+ 1941 sq. ft. F ILL 1843 sq. ft. F ILL I t Z Z
rr OUTSIDE 75' AEC INSIDE 75' AEC JOINT 404i
TEMPORARY COASTAL � WETLAND :
10. 5) RIPARIAN LiI t�NE 15.0)
'0' I��.� ___
S P 0 I L mom T
I
STOCKPILE — — — T f " " / ' i82 29 22 w RIPARIAN CORRIDOR 't . 5) 15
� rs�a�� C / N t ,
+- + + + + -� + + + + � � Ct�ASTAL � 610 c)o
I
_
f + + + + + + i WET-LAA0 LINE --; ..... _...._.. ,� }\ 8' I I
r + + + + + + + + 24
• i1' t
N + +DAD KA4EB + + + % + ��* l 33'
29 r + ! ) 1 12.11)
r �� Q .� t
J �► . (0 5 I
+ + ACCESS -ARW A + + + _ ..+- .� `. ) •(113.2 )
t 105 (NHW TO END OF BLOATER) t
y A,RE=,7 SQ�� + +! `� ;vI M� F ER FLOATING i
t ,112 DOCK 30
I I
/ '
.. i
r+ 1 + +OAVEL I
+ + + + + + I
' ,, • (k .tt1� 8
)
-- - - -_ -- CATV •� 13PHONE 7/ II I
E D 1 A;T I Off . E `C � .. _......_.
TIE TO EXISITNG GROIJi�Q 1_1(: . 0 )
+ r tom_. 5 I
- 7 t +1 15' RIPARIAN CORRIDOR 1
E DRIVE r . SLOPE _
P 1 RATES 5 H 0
.... T I ON I
�----�-"* ; ' LEIP TRANS I ,
■
! RIP ARIAN LINE t.0) } ----— — — — ——-t COASTAL WETLAND
JIhI 44/ �
SILT' FENCE 41 1 _v LINE
r� 12.5) (5.3) I
r I ROJ E C T L t M I Ps Ifr� �; EXISTING DOCK
v w �3 ItO. 5) (0.9) 12.1 }. �; I 3 "t4.3) 't10.2)
r r r t V R a r t5 ! t !
r' ;r SNOW OR FORMERLY
rr c� r`'Ztu ; M I CHAEL ROSS 1 �� �r� `; ' f a
r r �--- r P I D#231 M A 003 ; I I I
r r t ________ ` - - -: 1 , ,
f 7 rr r- ,-- - -- - -- - - -- - - = -- - - - _ � �' � � � -r , , �' 470 (APPROXIMATE WIDTH OF WATERBODY) !
t
` u i (APPROXIMATE 250' TO CENTERLINEI CHANNEL) `
COASTAL Q '
WETLAND UNE f , 8Q
NCI _,
1. NORMAL H I GHWATER AND COASTAL WETLANDS WERE
DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
AND VERIFIED BY DEBRA WILSON, DCM ON 04/22/08.
2. PROPERTY ASSOCIATED WITH PROPOSED SITE
CONTAINS APPROXIMATELY 90 LINEAR FEET
OF SHORELINE,
3. AVERAGE UPLAND ELEVATIONS ARE APPROXIMATELY
4 FEET ABOUT THE NORMAL HIGHWATER ELEVATION.
4. PROPOSED PIER RAMP WHICH CONNECTS THE FLOATING DOCK
WILL BE 30' IN LENGTH AND FIXED ATTACHED AT
PIER WITH A ROLLER ASSEMBLY ON THE FLOATING SIDE.
53. ADJACENT RIPARIAN OWNERS ARE WLLIAM G. COPLEY
P I D#231 MA00202 AND M I CHAEL RUSS P I D#231 MAQ03
E. TOTAL AREA OF FLOATING PLATFORM IS 304 SO. FT.
PROJECT NO.: PW-793
I L.E. F : /MASTER/PW-793/DGN/LOTREVRAMP. dQn
ICD
5:1
MAX
I SWALE ALIGNMENT ROTATED FOR
c CLARIlY, PIPE TO INSTALLED
F PARALLEL TO CENTERLINE OF
SWALE.
EG C ND°
L
•( . 6) WATER DEPTH AS REFERENCED TO
MEAN LOW WATER
AREA OF FILL
DREDGING AREA
TEMPORARY SPOIL STOCKPILE
SILT FENCE
LEVEL SPREADER
SWAL E
30
GRAPHIC SCALE: 1"= 30'
SPOT ELEVATIONS SHOWN ARE
REFERENCED FROM MEAN Low WATER
(NAVD 88 + 2.36)
AREA=0.23 ACRES
DREDGING REPORT.
,4����194t6te0ri1o► 5,183 SQ* F T.
`•��� GARO4 ��
� • y�•a....�, r1I
166 CURIO Y�RRS
a SEAL
20643•tr-
1
`CO-
�NGIN�. _jA�(C� -_ \{ram_ _ ---P....-___
I,jr S.(� •�••41fi•�v ��aJ AITIL S• �,, A E N E S Si �• 1 4 E
�- FEZJ � t�
aAT�T
EROSION
CONTROL
FABRIC
1 0 _Q „ I Ill EARTH TH
3' --0„ UNLESS
OTHERWISE NOTED
QN PLANS
I
3' MIN.
BURY
f�
I I
TYPICAL SILT FENCE SECTION
VEGETATE AS PER
SEEDING SCHEDE_.IAL
5
1 1
NOTE: MIN. SLOPE 0.3%s
SWALE DETAIL
N.T.S.
3:1
MAX
44,4
SPREADER DETAIL
MAX
i f k k k
p4f �
4Ty
6- 14,v