64-295 - 4 BLANEY STREET - CONSERVATION COMMISSION (002) DEP 64- ZgrJ'
Plans - - - - --
J
ruwD CO.
--------------------
............. .. ........
-------------
m1r mwMOPn
nal mz�b
(1 fps (el SiC1YM Sys
IT-
n
PHASE I
SITE PLAN
WcnAMD Wuc
ELEVATION SALEM FERRY LANDING
GOLDENEYE CORPARATION
MANEY STREET. SN" , MA
MAY 2 8 1999,
FOR CONSERVATION OMMISSION BMISSION ONLY SHM 2 OF 4
I
RY --1 LOW WATI4 ON 10-6-98
YMEAN HIGH WATER
/ EXISTING PAVEMENT
i� --- 2
: r
1 1
I
I
I VEGETATE SWAIE
DISCHAR
5-40'x12 FLOAT
r u ; W/ 4' FREE BOARD
-
i sir' r i ', •
I I +I f Ir
20'x30' TENT
ANCHOR CHAIN
, + . FLOAT ANCHOR (TYF
50' FLOAT RAMP �'\ PUD
ANU409.s
PLACED ARMOR STONE 1 PHASE
SITE PLATT
---- _-- SALEM FERRY_ LANDING
GOLDENEYE CORPARATION
BLANEY STREET. SALEM . IAA
JULY 1899
F
2 0 40 80 �so�ne Qoar�l+
SCALE: i" = 40'-0" m r °"• omvam M0. Isto
`� _ , " ouc "••� SHEET—1-0117.
P, I..
NO
mwmw...
...... .............. ......
-----------
H/l NAMINRRK COYE ".M M,
@ -:7
r
n-
PHASE I
SITE PLAN
ll AWATED WSErn N WaTAIM SWLL CEEYAnM SALEM FERRY LANDING
GOLDENEYE CORPARATION
BLA14EY STREET. SALEM . MA
MAY Im
'' Nuxwxv MAY 2 8 1999, 17 —------ Abgbft
WWq7—
ft2RKCsOTpwNVSERVATION OMMIMMISSION BMISSION ONLY
I ' �
^r""'��:(,1sv .. S r8 ( '^eYa,''" y11 -,#"r, -4•,-•. 4iTRY..�oq.3 'afl �."..'.i:' �'t' R. - f.,.�. n rPr. _
T..ti ", .-. '� 'S"" .. ,+Q4 �, 11�'T ♦ + ....�.. M-
r 1.
.i
1r
i
r. t:
x13.02
/
,
ST `u�1�lY 54
x12.11 x11.33
I / \
X 13.46 x 10.72 x tt./ \
x 10.39
x 12.06
x 11119 x llivv \
V / < x ",34 \ .
X 11.66 X 10.16/
V 10.09 e
x 11.10 O x 11.31 x 14.019 �.
x;1.
x 9.63 x 989 / x 11.8 N/F NEW ENGLAND POWER CO.
x 12.40
X 9.43 0 14
x 10.37 .78 x 12.42
.35
x 9.28 \x -0RIGINAL CONTOURS
.
xt • 991.93 90 O 0 NTOURS
U LAYMNEDIFFERENCED ON THE E3I15TICUBC� YARDS
x -0.70 X - 43 \
9. x 9.94 ,\ x 11.73 X 30
37 EXISTING GRANITE WALL x -1.99
o
1.59 ®
Rip ROlo \,
x 9.29 63 x -2.09 13 FSFO X415 100' BUFFER ZONE BOUNDARY
/ x -0.81 x x3-� q c�qR 10.83
X 1.73 q C
9.49 S qR
GR�Fq X 9.85
x -3.33 x 11.18 �pF x 10.08 \ \
x0.09 x -1.99 0 � •
x -2. ff ~ \x 9. 10.22
O /
x -1.53 x -3.99 0
x -3.18 9.
x 1°.91
x -2.08 EXISTING BIT. CONIC. SURFACE
x 9.92
N /F HAWTHORNE COVE MARINA INC. x -0. 10� EXISTING CONCRETE ABUTMENT
x -2.10 x -2.60 3
-4.35 x An
�Y x ' x9. \
x 1. 10 �- MEAN HIGH WATER
x -1.89 x 9.4a•
x -3.00 L
X 9.40
x -4.13 p 'x
x -0.
\ ® #
x -1. t 7 •1
\ �p x 9.52 x -4.43
'9� F x -4.40 x -2.99. ti/ x -1.00
- x 9 4W
9TH x -1.6 x -5.09
x -4.81 x 10.26 x -5,5fi
x 10.04 x 9.9 x -3.90 \ \
-1.61 x -3.94 \
\ X -3.90 x -3.77 � \ \
\ x -6.29 x -6.20 �
x -6.19 x -6.30 \
x -6.06
\ x -6.40
\ x -6.24
x -6.15
X -6.25
\ � � OF 44SS9 .
c
x -6.33 ANNI R ti
\ x -6.33 OOULET
\ CIVIL ► _
x -6.31 NaS^032
9
x -6.31
x -6.23 `nv
` UPDATED CONTOUR COMPARISON
SALEM FERRY TERMINAL
NOTES:
4 BLANEY ST.
VERTICAL DATUM: ` SALEM , MA MAY 2 e 1999
RM y3 AS DESCRIBED ON F. E. M. A. FLOOD INSURANICE RATE MAP #250102-0001-B; FOR: GOLDENEYE
SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED "S. E. S. D. X12"' , CORP. Boume Consulting Eng111eering
SET IN CONCRETE MONUMENT, FLUSH WITH GROUND, O)N PROPERTY OF MAY 1999
SALEM TERMINAL COMPANY, NEAR CORNER OF WEBB STREET AND DERBY STREET.
BOUNDARY DATA TAKEN FROM A PLAN PREPARED FOR GOLDENEYE CORP.
BY COUNTY LAND SURVEYS INC., DATED SEPTEMBER 29, 1998. _ +� Bowlw CO
EXISTING CONDITIONS TAKEN FROM A PLAN PREPARED BY
COUNTY LAND SURVEYS, INC., DATED MAY 19, 1999. TITLED, EXISTING CONDITIONS PLAN PE (ban) w-elan 50)AV�
AT 4 BLANEY STREET LOCATED IN SALEM, MA. PREPARED FOR GOLDENEYE CORP. 0 0 a p
DIFERENCE IN VOLUMN BETWEEN ORIGINAL CONTOURS AND EXISTING FOR CONSERVATION COMMISSION f---�- -- -� DRAWN: RFG DRAWING NO. 98204-4
IS 315 CUBIC YARDS SUBMISSION ONLY 1 RICH - 40 FT. APPROVED: RRB
REVISIONS DATE: x/24/99 _ SHEET 4 OF 4
EXISTING FLOATS
TO BE REMOVED
8'x40' LOW Ff�EBOARD FLOAT / LOW WATER ON 10-6-98
8'x20' LOW V2EEBOARD FLOAT MHW
50
/
FEMA 'x5'
N/F NEW ENGLAND POWER CO. GANGWAY 1--�
ZONE A4 _
/ EL.+11.0 REUSE EXISTING FOOTING
100' BUFFER ZONE BOUNDARY 2' WIDE DITCH �'��
/ VEGETATED SWALE DISCHARGE
I
60,'
a;�s R
1 4
W ;o !
�
-- --
-v -- -- — — 10'x40'x5' FLOATS
o PF O OS D VE E T z z 0
1 1 E> v 11 8'034' GANGWAY
N
1 I � -
I H _ TRENPILES
CH L/ / 125 i I 17 I I I i / FIXED PIER 1
J_ J I
CONCRETE ABUTMENT
10x 5 FLOATS,
40'x
- ----- ------
F3L �NEY iREj T --- A
2
PLACED ARMOR STONE E
---- 7 Y
� I ---�----- — � ! 8' WIDE SIDEWALK 1
--- --- �� r 2' WIDE DITCH
� I
1 \
X
/ 1117E ;��r F T I VEGETATED SWALE DISCHARGE FEMA
ZONE V3
/ TIMBER BOARDWALK WITH HANDRAILS EL.+13.0 VERTICAL DATUM:
OVER DRAINAGE SWALE SITE PLAN — PHASE II SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED "S. E. S. D. #2"'
N/F HAWTHORNE COVE MARINA INC. A IONE y3 1 SET IN CONCRETE MONUMENT, FLUSH WITH GROUND, ON PROPERTY OF
FEMA
LONE A4 SALEM TERMINAL COMPANY, NEAR CORNER OF WEBB STREET AND DERBY STREET.
SCALE: 1" = 40'-0"
RM #3 AS DESCRIBED ON F. E. M. A. FLOOD INSURANCE RATE MAP #250102-0001-8;
SITE SURVEY DATA TAKEN FROM PLAN TITLED EXISTING CONDITIONS PLAN,
DATED MAY 19 1999, BY COUNTY LAND SURVEYS, INC.
FIXED PIER PARKING SURFACE:
16 PROPOSED GANGWAY PILE 10 x40 x5 FLOAT FENCE 8' WIDE STONE DUST WALKWAY
VEGETATED SWALE THE TRAVEL WAYS SHALL BE SURFACED WITH A 3" LAYER OF 3/4' STONE.HTL+5.83 MHW +4.83 R EXISTING GRADE EXISTING UNDER LAYER STONE
THE PARKING SURFACE SHALL BE SURFACED WITH A 3" LAYER OF LYNPAC AND/OR 3/8" STONE.
�
1% MIN. SLOPE EL. +10.01
oil
MLW -4.15 :
FINISH GRADE
EXISTING RIPRAP EL. -14.15 GRAVEL BASE 0 MHW +4.83
:a N,
'`'
CONCRETE ABUTMENT SECTION C ``.':r;, NGVD +0.0
EXISTING GRADE1 . _
PIER / FLOAT ELEVATION VERIZ. SCALE: 1" = v MLW -4.15
l � 1 VERT. SCALE: 1" = 100''-0-0''
1
SCALE: NTS EXISTING GRADE
PLACED ARMOR EL. +10.01
STONE-(1000# MIN)
-R 2.0'WALKWAY F REMOVE CONCRETE SLABS/STONES
0 MHW +4.83 8'-0"
FINISH GRADE PRIOR TO FILTER FABRIC INSTALLATION NGVD +0.0 EDGE STONE ONTINOU j RECONSTRUCT TOP OF SLOPE
GRAVEL BASE SEE DETAIL 1 �..
1% MIN. SLOPE EXISTING STONE WALL FILL IRREGULAR SLOPE WITH ! ` r EXISTING GRADE EL. +10.01
EL. +10.01 STONE FILL PRIOR TO `
O MLW -4.15
EXISTING GRADE —� —I EXISTING GRADE PLACEMENT OF FILTER FABRIC INSTALL FILTER FABRIC J
G VEGETATED SWAL V MHW +4.83 12" OF UNDERLAYER FILTER FABRIC CONTINUOUSLY ALONG EDGE /� EXISTING SHORELINE PROTECTION � o` NNIR. Acy
1. .J_ STONE //
G ULET
IVIL
Cep N .35452
D SECTION 1 DETAIL Ncw +o.o E SECTION WALKWAY 2 9 14�� �o^9A;"1
1 ' Fs�,L •.
HORIZ. SCALE: 1" = 20'-0' V MLW -4.15
1
HORIZ. SCALE: 1" = 20'-0' SCALE: 1/4'
1'= -0"
VERT. SCALE: 1" = 10'-0' VERT. SCALE: 1" = 10'-0' /
H TOP OF SWALE —\ EL. +10.51 SITE PLAN
1 VEGETATED SLOPE nU�
El. +9.751 SALEM FERRY LANDING p�
FINISH GRADE BOTTOM OF SWALE r� re
w
-_ -- 1 1 — 25
SLOPE EXISTIING SHORELINE // I
C. -11 2 1� "==11111- PROTECTION GOLDENEYE CORPORATION
CD
BARRIER BLANEY STTREET, SALEM MA
v 12" PERVIOUS GRAVEL (TO ACT AS WEIR) DECEMBER 1999
m MATERIAL
ON
G VEGETATED SWALE — SECTION H VEGETATED SWALE — ELEVATION
B®urrre Consultia Err ' eer7a
1 TIDE ELEVATION
1
1e4 rest C4wbW Suet
SCALE: 112" = 1'-0" PH toe sm-81st laz
SCALE: 1/2" = 1'-0" 100yr. FLOOD +13.0 h+ntlin, Ya prose
c� MHW +4.83 ( l (") azp-w1
N.G.V.D. +0.0 0DRAWN:_DLM/RFG
FOR CONSERVATION COMMISSION SUBMISSION ONLY MLW -4.15 40 80 DRAWING NO. 98204
MLLW -4.49I°A CHECKED:
NSCALE: 1" = 40'-0" �ti� FLOAT LAYOUT APPROVED:
REVISIONS DATE: 05/24/99 SHEET 1 OF 1
EXISTING FLOATS
TO BE REMOVED
ILOW WATER ON 10-6-98
8'x40' LOW FR�EBOARD FLOAT
J
8'x20' LOW V2EEBOARD FLOAT MHW
/ FEMA N F NEW ENGLAND POWER CO. / 50'x5' GANGWAY — — — — — — —
ZONE A4 REUSE EXISTG FOOTING —
/ EL.+11.0 2' WIDE DITCH
(PHASE I) VEGETATED SWALE DICHARGE
(PHASE I)
10'x20' FLOATS
/ DITCH - 10 x30 FLOAT
+ 1.75 �' / --- -- --
i
ff�
O
7 PROPOS-ED
z
NAVEMENT _ v
7-PILE DOLPHIN CLUSTER�12 1OO0.
FIXED PIER
-
W �` UTILITY +12.25
H H TRENCH
F_
W /
I ,
r
BI NEY ,_,rb c E T r - A , 150'x15' FIXED PIER _ E
q 3
/ 3
PLACED ARMOR STONE J �'
8' WIDE SIDEWALK (PHASE I) x30' FLOAT
35' GANGWAY
10
I (PHASE I) / 65'x5' GANGWAYS
; r
2' WIDE DITCH / 100'x40' BARGE
I I ? I (PHASE I)
R
y j
/ '�4'f11TE
r I VEGETATED SWALE DISCHARGE FEMA \�
ARE -T (PHASE 1) ZONE V3
TIMBER BOARDWALK WITH HANDRAILS EL.+13.0 VERTICAL DATUM:
\OVER DRAINAGE SWALE SITE PLAN — PHASE II SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED "S. E. S. D. #2"'
/ N/F HAWTHORNE COVE MARINA INC. FEkA ZONE y33 SET IN CONCRETE MONUMENT, FLUSH WITH GROUND, ON PROPERTY OF
FE4A SALEM TERMINAL COMPANY, NEAR CORNER OF WEBB STREET AND DERBY STREET.
ZONE A4 S;CALE: 1" = 40'-O" RM #3 AS DESCRIBED ON F. E. M. A. FLOOD INSURANCE IRATE MAP #250102-0001-B;
PARKING SURFACE:
THE TRAVEL WAYS SHALL BE SURFACED WITH A 3" LAYER OF 3/4" STONE.
THE PARKING SURFACE SHALL BE SURFACED WITH A 3" LAYER OF LYNPAC AND/OR 3/8" STONE.
i
PROPOSED FIXED PIER PROPOSED GANGWAY PROPOSED RAMP
& PLATFORM SYSTEM
HTL+10. MHW +9.0
ij
MLW 0.0
100'x40' BARGE EL. —10.0
EXISTING RIPRAP EXISTING GRADE
PIER- ELEVATION
3 — EL. +18.0
TIMBER PIER SCALE: NTS
HANDRAIL 15' WIRE WRAP PILES
CAP PILES W FIBERGLASS
6 TIMES & STAPLE —EL. +16.0
TIMBER PILES (TYP)
EACH PILE EACH WRAP1 ? 1"0 GALVINIZED
WIRE ROPE
2 CABLE
MHW +9.0 CLAMPS @10 i! ! 'I 12"4 TIMBER
EXISTING GRADE EACH END ! i PILES — TYP
1z NOTE
MLW 0.0 PILES: 1 —VERTICAL
rl ;
6—BATTERED
n TYPICAL APPROACH PIER n 7- PILE CLUSTER CONNECTION
3 SCALE: NTS3 SCALE: NTS
FENDER PILE /-18"0 MOORING PILE (TYP) PHASE 11
-111 r10' WIDE FLOATS 6 f--. MHW+9.0 SITE PLAN
MHW +9.0
MLW 0.0 MLW 0.0
INTERMEDIATE-/
ORT SALEM FERRY LANDING
LIJ H 5����Al
o EXISTING GRADE
GOLDENEYE CORPARATION
n, � TYPICAL MAIN PIER n BARGE ELEVATION BLANEY STTREET, SALEM MA
v3 SCALE: NTS 3 SC NTS
MAY 1999
ON
cl Bourse Coasultlnp Ea acerin,
p,ti MAY 2 8 1999 TIDE ELEVATION
,���AtefM 1010 FLOOD +13.0 "r� /84 FM/}en Cevin, r.+ero
o Boume Consu ' g EngiReedng MHW +4.83 PH (508) 5M-8134 m (sa?) azo-csn
_ N.G.V.D. +0.
7) 0 0 40 80 DRAWN: DLM
1 i MLW -4.15 DRAWING NO. 98204
FOR CONSERVATION COMM ION UBMISSION ONLY MLLW -4.49 CHECKED:
SCALE: 1" = 40'-0"
+� APPROVED:
s
REVISIONS DATE: 05/24/99 SHEET 3 OF 4 1
I
/ EXISTING FLOATS
TO 8E REMOVED
I 8'x40' LOW FREEBOARD �ONTOON FLOAT / LOW WATER ON 10-6-98
EXISTING PAVEMENT TO BE REMOVED / 10'x20' FLOAT MHW/
/ FEMA N/F NEW ENGLAND POWER CO. / 50'x5' GANGWAY
ZONE A4 , REUSE EXISTING FOOTING — —
EL+11 .0 100' BUFFER ZONE BOUNDARY 2' WIDE SWALE
- - _ VEGETATED SWALE DISCHARGE
60' /
µ
DITCH / �_ _ ♦ ` ..• -
c ;uCo� ♦
3 - -- - - - PROPOSED PAVEM�N 10'x40'x5' FLOATS
- - T v
zN
rD- mp
S'x134' GANGWAY
m I / LIMITS OF PARKING —
�O
W W PROPOSED - ' +12.25 J "•
N I N � UTILITY FIXED PIER/ � � i-- ' \
TRENCH / % — PILES
CONCRETE ABUTMENT
10 x40 x5 FLOATS
.' IEY STREET D
ARMOR STONE C
1 PLACED ARMOR STONE E
8' WIDE SIDEWALK ON OUTER CORNER 1
i (WORK TO BE COMPLETED LEGEND
BY MAY, 2000) /
A� I 2' WIDE SWALE ( EXISTING PAVEMENT TO BE REMOVED
EXISTING PAVEMENT TO REMAIN
I ® PROPOSED PAVEMENT
- - -- I
-
- - - - _-� - - - 1� - - - - - STONE DUST
, ,��
Ip
LIMITS OF PARKING
f ;r :IT,= ( VEGETATED SWALE DISCHARGE FEMA
ZONE V3
TIMEL.+13.0BER BOARDWALK WITH HANDRAILS VERTICAL DATUM:
OVER DRAINAGE SWALE
A SITE PLAN - PHASE II SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED "S. E. S. D. #2"'
/ N/F HAWTHORNE COVE MARINA INC. �`�"� zoNE y3 SET IN CONCRETE MONUMENT, FLUSH WITH GROUND, ON PROPERTY OF
Fftu zoNE �, SCALE: 1" = 40'-0" RMLEM#3 SRMINAL DESCR DESCRIBED F, ENEAR
AM. A. FLOOD INSURANCE RATE MEET D DERBY#2 0104-0001-B;
SITE SURVEY DATA TAKEN FROM PLAN TITLED EXISTING CONDITIONS PLAN,
DATED MAY 19 1999, BY COUNTY LAND SURVEYS, INC.
FIXED PIER PARKING SURFACE:
16' PROPOSED GANGWAY PILE 10'x40'x5' FLOAT FENCE 8' WIDE STONE DUST WALKWAY THE TRAVEL WAYS SHALL BE SURFACED WITH A 3" LAYER OF 3/4" STONE.
— VEGETATED SWALE EXISTING UNDER LAYER STONE
HTL+5.83 MHW +4.83 THE PARKING SURFACE SHALL BE SURFACED WITH A 3" LAYER OF LYNPAC AND/OR 3/8" STONE.
R EXISTING GRADE
I I 1x MIN s P EL. +10.01
1vILW -4.15
FINISH GRADE
EXISTING RIPRAP EL. -14.15 GRAVEL BASE V MHW +4.83
CONCRETE ABUTMENT � SECTION NGVD +0.0
(a) VERT./ FLOAT ELEVATION EXISTING GRADE1 HORIZ. SCALE: 1" = 20'-0' V MLW -4.15
VERT. SCALE: 1" = 10'-0'
1
SCALE: NTS r EXISTING GRADE
PLACED ARMOR EL. +10.01
STONE-(1000# MIN)
2.0'
" 3
R WALKWAY F REMOVE CONCRETE SLABS/STONES � MHW +4.88'-0"j11 SPACED BORDER RECONSTRUCT TOP OF SLOPE
FINISH GRADE SEE DETAIL 1 PRIOR TO FILTER FABRIC INSTALLATION STONE (2' DIA. MAX)
GRAVEL BASE J NGVD +0.0
IX WN, SLOPE EXISTING STONE WALL FILL IRREGULAR SLOPE WITH J EXISTING GRADE EL. +10.0±
EL. +10.0t STONE FILL PRIOR TO
EXISTING GRADE EXISTING GRADE PLACEMENT OF FILTER FABRIC _ MLW -4.15
STONE DUST ON
G VEGETATED SWA MHW +4.83 12" OF UNDERLAYER FILTER FABRIC EXISTING GRADE EXISTING SHORELINE PROTECTION
STONE
1 SEE DETAIL
SECTION NGVD +o.o �� TYPICAL SECTION WALKWAY
11 RIZ. SCA1 QO O
HORIZ. SCALE: 1" = 20'-0' V MLW -4.15 HOLE: 1" = 20'-0' SCALE: 1/4" = 1'-0'•
VERT. SCALE: 1" = 10'-0' VERT. SCALE: 1" = 10'-0'
W°4
OF IVISIXOn�
or DAfrVIR• LN'� SITE PLAN
UL
TOP OF SWALE
H � EL +10.51 0 ouLET N
1 VEGETATED SLOPE N ..,11;452
EL. +9-751 ° cE>
r;1 �' SALEM FERRY LANDING
FINISH GRADE BOTTOM OF SWALE
1•�
W2% SL DPS �t GOLDENEYE CORPORATION
_ _ EXISTING SHORELINE
CL 71 1 F—
PROTECTION
r 2 x
BARRIER BLANEY STTREET, SALEM MA
12" PERVIOUS GRAVEL (TO ACT AS WEIR) JANUARY 2000
m J MATERIAL
all VEGETATED SWALE - SECTION VEGETATED SWALE - ELEVATION
N G H TIDE ELEVATION Q/>•� f�
a 1 1 MH FLOOD +13,0 LJ` )�l
SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0" MHW +4.83 PS I�1 a>pr-elan nt (aeM
N.G.V.D. +0.0
MLW -4.15 0 40 80 DRAWN: RFG/DGF DRAWING NO. 98204
Q FOR CONSERVATION COMMISSION SUBMISSION ONLY MLLW -4.49 .old PREVIOUSLY CHECKED:
SCALE: 1 " = 40'-0" o�I
REVISIONS APPROVED:
01/19/00
SHEET 1 OFtzy
1
-n
31
-. ',t .. A • e. -. .. .. -. a J: .. •. - f ._i '._ � r u '._. .R
1 v- ''1a 7u•
.v]4',{" � -- _ _ _ - f - _ i -..4.v..i.]I�.c .._..._3 _ .,...f6�.-6_:. • •. .11 -.i ".AY �. '::, .. .'. ..
ad ••Y. .
•
.moi= �rwt%'AdT sta..r�>•7[a..✓� - rbG hdai4 wJtm_:�Ai4✓+rj{:WAd!a.l:.�i. as. _ax _ _�.__. .i
A 13.02
FEMA
® ZONE A4
S 5449 EL- + 11 - 0
XX 12.11 x 11.33
/ x it \
X 13.46 X 10.72
x 10.39
/
x 12.06 xI . x_11 / FEMA
a
ZONE H
x11.66 x10.16/ x10.09 \ /
/ x 9.81
FEMA ZONE11.,0 ® ,, 3, x 12.05
x
FEMA ZONE x 1110t
A4 x 9.83 x 989 h NSF NEW ENGLAND POWER CO.
.40
/
X 9.43 x 1 14
x 10.37 4 \
/ "'8 x 12.42 \ \
x 10.35 / / \ � x fktg9
x 9.28 / \
1.93 O x -0.90
1aoe 0
x 10.48 � .99 x 13.11
x -0.70/ 43
\9.40 X 9.94 / /\ x - \ x 11.73 x 10.30 \
' .37 EXISTING GRANITE WALL x -1.99
110
1.59 x 12.54
\x 929/ x -209 x 13.04 x 1415 100' BUFFER ZONE BOUNDARY
.63 x -0.81 x -1. x 10.83
/ x -3.00 �---
/
9.49 x 1.73
\
x 0.09 x -1.99 x -3.33 x 11.16 x 10.08
> t2.60 X 984
x -2. \ 10.22 / \
\ x -1.53 ( -389.
0
x -3.18 /
x -toe x 10.91 EXISTING BIT CONC. SURFACE
N/F HAWTHORNE COVE MARINA Ifs x -D x 11,84 x 9.e2 c y�� EXISTING CONCRETE ABUTMFNr �O /
\ x -2.10 x -2.80 �� X -4.35 X 9.38
01 x 1. '� \ \ MEAN H,!A4 WATER
\ x -1.89 x 11.53 x 9.4�°
x -3.00 ! 11.5
o 10. 79.04( 9.46 _
\ x 9.40
x -4.13 x.
x -0.45
1.9 x 10.67x 9.52 L-- 0.1 x -4.43
\ 9( � x -4.40 x -2.99. 'A/(� X -1.00
!9 x
x 10.26
x 10.04 x 91.9 X -3,90 \ \
x -1.61 x -3.94 . �_..
-3.90 x -3.77
x -6.29 x -6.20
x -6.19 x -6.30
FEMA � x -6.06
ZONE V3 \ x 640
E L. + 13.0 \ x -6.24
x -6.15
x -5 99
0//
✓►�4Sq
s
^�� \ DA NI R. cyG
/ \ X -6.25 GO LET `P
C VIL
x -6.33 No. 9552
( \ x ..-6.33 9�,fJ •.
x -6..31 N� MAY 2 G 1999
\ Boume Consulting En
xx -6-6.23gm
EXISTING CONDITIONS
` \ SALEM FERRY TERMINAL
4 BLANEY ST.
SALEM , MA
NOTES:
FOR : GOLDENEYE, CORP .
VERTICAL DATUM. MAY 1999
RM #3 AS DESCRIBED ON F. E. M. A. FLOOD INSURANCE RATE MAP #250102-0001-8;
SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED "S. E. S. D. X12"' BO//lDE' C0�.411I E C+ell/l
SET IN CONCRETE MONUMENT, FLUSH WITH GROUND, ON PROPERTY OF
SALEM TERMINAL COMPANY, NEAR CORNER OF WEBB STREET AND DERBY STREET. BC� _ 184 Feet Centro/ Street
----.--_--
BOUNDARY DATA TAKEN FROM A PLAN PREPARED FOR COLDENEYE CORP. PH. (SOM) 5W-81M AU (M) 5M-OR71C
BY COUNTY LAND SURVEYS INC., DATED SEPTEMBER 29, 1998. FOR R C0NSERVATION C O M I'. I I S S I O N 0 20� DRAWN: RFSDRAWING NO. 98204-1
EXISTING CONDITIONS TAKEN FROM A PLAN PREPARED BY .
�/ CHECKED: RRB
COUNTY LAND SURVEYS, INC., DATED MAY 19, 1999. TITLED, EXISTING CONDITIONS PLAN SUBMISSION O N I 1 INCH - 40 FI'. APPROVED: /�
AT 4 BLANEY STREET LOCATED IN SALEM, MA. PREPARED FOR GOLDENEYE CORP. REVISIONS DATE:_ 99 SHEET OF `2'
oiy;
.....� _.'c:;'i 3a`.o.; ;�,.... i s l.L a �i r;.S-;;, ..x.1ti �::...+:.1 mF ..;l3f p l. .,_^..Y_.�. W" .i:..:t.:, f{r -="- 96',{. -n.;1+a.M CleVE,..'t�.add ,� ..�.�__ ...a�Y.s..IDL �sy_-amt: i .ee•,�.,.:. b.+�fa. _d... _p l.-..
s�
'9iy� :oz
t
I
F •A nm
T• r
%I' %las nanl,i' %F \•\
%I� ��'/- 1>w •new \ \
4fl
y,
Ar" " •� N/F NEW ENGLAND POWER CO.
z LOT \ \) »' %1L«,
%..v \ RIGINAL CONTOURS
% «I.•]" � " OVERLAYED ON THE EXISTING CONTOURS
VOLUMN DIFFERENCE 315 CUBIC YARDS
.m \AEXISTING GRANITE WALL %-111.1(. \
I.« ® . 4.��� \
ab - X-1w I]' ] 't•)/ i1n10 100•BUFFER ZONE BWNDARY
'� •] % M Y I �,• A, 10.6)
X1.0] • �� 54� 0, \ l
y %-I.M M-1}l I.10 �RC7 I¢« •\, RrA
%-va \ i
Yn \ EXISTING BIT. CONC.SURFACE
N/F HAWTHORNE COVE MARINA INC. - %3• - .r x« \ �°!• EXISTING CONCRETE ABUTMENT
MEAN ww wArea
\ \
\%-Nv
\ %-rs
%-am\
X-w
OF \`\ UPDATED CONTOUR COMPARISON
MAY 819": \\ SALEM FERRY TERMINAL
\\ 4 BLANEY ST.
NOTES �Lo AL SALEM, MA
VERTICAL DATUM: 8 90~ .�•Fr \
RM #3 AS DESCRIBED ON F. E. M. A. ROW INSURANCE RALE MAP #250102-0001-8; GML N \ FOR: GOLDENEYE, CORP.
SOUTH ESSEX SEWAGE DISTRICT BENCHMARK DISK. STAMPED -S.E. S. D. #2'• Nu t rete Consulting Engineering
SET IN CONCRETE MONUMENT. FLUSH VATH GROUND. ON PROPERTY OF 'D �� MAY 1999
SALEM TERMINAL COMPANY, NEAR COINER OF WEBB STREET AND DERBY STREET �•
BOUNDARY DATA TAKEN FROM A PLAN PREPARED FOR GOLDENEYE CORP. ' % 5T*' 1`7 BOI#rO! Consulting Eeg#O!!l#Og
BY COUNTY LAND SURVEYS INC..DATED SEPTEMBER 29. 1998.
EXITING CONDITIONS TAKEN FROM A PLAN PREPARED BY (m)vetiix
COUNTY LAND SURVEYS, INC.. DATED MAY 19. 1999, TITLED. EXISTING CONDIMONS PLAN IU��yI�y��
AT A BLANEY STREET LOCATED IN SALEM.MA. PREPARED FOR GODENEYE CORP. FOR CONSERVATION COMMISSION I)= AFC DRAWING NO. 98204-4
DIFERENCE IN VDLUMN BETWEEN ORIGINAL CONTOURS AND EXISTING CHECNEO: ARB
IS 315 WBIC YARDS
SUBMISSION ONLY "`°"°" APPRDE°'
REVISIONS DATE: 5/3{/99 SHEET 4 of 4
EXISTNG FLOATS
TO BE REMOKO
61W'LOW FRIESOARD FLOAT r LOW WATER ON 10-6-96
6.20'LOW�tEESOARD FLOAT MHW
/ FEMA N/F NEW ENGLAND POWER CO. 50.5'GANGWAY
ZONE AA REUSE E G FOOTN
/ E1t11.0 7 110DIE BITCH) �E' WGETATED SWAIF OICHARGE
/ — — —• — L_ - _ -' (PHASE 1)
10'v2C ROAM
ldxW FLOAT
J
0
- -- -- \ PROPOSED AVFREHT
- 1� `)-%IE DOLPHIN QUSIER
12
------------ ��_ BXE11
O%ER _
-
tUTILITY
_ - - -
---- -- -
'_.--- � �\ I ••I �, t -. _ ___. _____ -___...°_
B NET STREET /
A A 150,15 F1..PIER-
/, / 4 IIAMIpI SFOREJ '- 3
- r WOE SIDEWALK (fYVASE 1) - 35'GANGWAY V,O'.30'FL0AT
d ' (P111VE I) / 645'GANGWAYS
' * I loD1X4 EARL£
Y WIDE NTCN I
I (PHASE 1)
/
WHITE STREET I TED SWALE pCH
SMGE FEMA
(PHASE
/ \ (PHASE i) _ ZONE V3
TMBEfl BOARDWALK WTI HANDRAILS EL+II.0 O VERTICAL DARIM:
DRNNAGE SWALE SITE PLAN - PHASE n SOUTI ESSEX SEWAGE DISTRICT BENCHMARK DISK, STAMPED 'S. E. S. D. /2"'
SET IV CONCRETE MONUMENT, RUSH WITH GROUND, ON PROPERTY OF
N/F HAWTHORNE COVE MARINA INC. t+aW F- 4) suEN TERMINAL CONPANY, NEAR CORNIER OF WEBS STREET AND DERBY STREET.
SCALE: 1-- w'-o'
RM /) AS DESCRIBED IXI F. E. M. A. ROOD INSURANCE RATE MAP/250102-0001-8',
PARKING SURFACE:
THE IRAVELWAYS SHALL BE SURFACED WITH A 3"VIER CP 3/4- STONE.
THE PARKING SURFACE SHALL BE SURFACED WTH A 3"UTA OF LYNPAC AND/OR 3/6- STONE.
PROPOSED FIXED PIER PROPOSED GANGWAY PROPOSED RAMP
A PLATFORM
ROPOS DSM SYSTEM
MAY 2 e 1499
H +i MHW +9.0 ,
M W 0.0
,00•K40 BARGE - EL. -,o.o Boume Consulting Engineering
EXISTING RIPRAP EXISTING GRADE
PIER—ELEVATION
TIMBER PIER
q\29 SCALE: NTS —El. +18.0
HANDRAIL ,6• WIRE WRAP PILES CAP PILES W/ FIBERGLASS W09�FitiR 6
3'-6" 6 TIMES k STAPLE —EL. +16.0 )
TIMBER PILE$ (TYP) EACH PILE EACH WRAP, 10 GALNNIZED em 4;)ili
r WRE ROPE N0.atm
MHW +9.0 2 CABLE I 12"0 TIMBER
CLAMPS 0101 PILES - TYP
EXISTING GRADE EACH END I�1$L�
M W PILES: 1-VERTICAL
6-BATTERED
@TYPICAL APPROACH PIER �7—PILE CLUSTER CONNECTION
3 SCALE: NT$ FENDER PILE SCALE: NTS
16.0 MOORING PILE (TV) PHASE
10' 1WDE FLOATS 6._0-_.SEA NMWH9.0
MHW +9.0SITE PLAN
MLW 0.0
INTAMEDI RTT SALEM FERRY LANDING
EXISTING GRADE GOLDENEYE CORPARATION
@TYPICAL MAIN PIERn BARGE ELEVATION BLANEY STTREEf, SALEM , MA
3 SCALE: NTS 3 SCALE: NTS y7 MAY 1999
TIDE ELEwnaN ,�-� Bourme Commiting Engineering
MHW +4.BJ
FOR CONSERVATION COMMISSION SUBMISSION ONLY MLW -4.15 °® CNECWILE�D Q11 DRAWING N0. 98204
MLLW -4.49 6CAr, ,.. 40'-0"
APPRo-2o:
REVISIONS WYE: 05/24/99 SHEET--LOF 4
1I 100'BUFFER ZONE BOUNDARY LOW WATIIK ON 10-6-B8
1 EXISTING PA EWENT TO BE REMOVED MEAN HIM WATER
FEMA N/F NEW ENGLAND POWER CO. W. TRAILER / EXISTING PA ENT
ZONE A4 3"THICK TRAVEL WAY MAPSIER i
/ EL+11.0 OF 3/1 STORE 2WIDE DITCH — - ..— -_ --
2
K(FTA SWALE
8 DISdM S-40TH 2'FLOAT
W/4-TREE BOARD
20'a30'LENT
ANCIICQ CHAIN
W F(AM1T MIP--- ` ROAT ANCHOR(TYP)
8 R _
r ---
- -_
i
--------------
------------- -_--- -- - ° - - -.. -� � PLACED ARMOR STONE
B HEY STREET _ - ---�
P I o h e'Y.NDE SIDEWALK - _._D4 _ _�� VERTICAL DATUM:
'' SOUTH ESSEX SEW GE DISTRICT BENCHMARK DISK, STAMPED "5. E. S D. #2•'
QI
2 SET IN CCREiE NC+WNEN i,RUSH WITH MOUND. ON PROPERLY Ci
F SALEM TERMINAL COMPAN
MEAN LOW WRIER ���
Y. NEAR CORNER OF NEBB SWEET AND DERBY STREET.
1 WIDE DITCH
I T ' l RN /3 AS DESCRIBED ON F. E. M. A. ROMINSURANCE RALE MAP/250102-0001-8;
-
1
/WHITESTREET I \VEGETATED SWALE FEMA
\ DISCHARGE ZONE V3
TIMBER BOARDWAUK WITH HAIANALS EL+IJ.D
\OVER DRAINAGE SWALE
SITE PLAN - PHASE I FFNCE - T WIDE STONE MST WALKWAY
N/F HAWTHORNE COVE MARINA INC. 12
SCALE: r b'-0" "UNG GRADE EXISTING UNDER IAYEN STONE
\J J WIN -Fs EL +10.04
FlNISN GRADE MHW+4.5
4'-O•FREE BOARD GRAVEL BASE
20'.Stl TENT W RMT GANGWAY - (@ SECTION
wcw +a.o
I HMC. SCALE: I•- 20'-0' � MLW-4.5
VERT SCALE: r- 10'-0'
3-40'.12'BOATS gS¢i
W/l'FREE BOARD MHW+4.8J
It
WALKWAY G
-PENDANT NOW +D.D SE
VSEL BAg E DETAIL 2
____ a uu_]
EX51NG MAGE J ANCHOR OMAN __ - If la ae[
EMSTING STONE WALL
E +10.04
4FLOAT ELEVATION w w-4,15 o6stxc MA9E� EMSTRNG MADE
) H TATED SW MHW+4.BJ
SCALE: r- 20'-0• - » _ __ '
MOORING SECTION - TYP SECTION 2 AE DETAIL _-- _ NGw +0.o
-- r EXISTING MADE ----
r PLACED ARMME. +1004 2 SCALE Ye 1-0• `l HORIZ.SCALE: r- 20'-0' MEW-4.15
STONE-(1000/MIN VERT. SCALE: 1•- 10'-0' -
2.W
REMOVE CONCRETE AABS/SRNNES J y I _V MHW+4.5
PRIM TO FILTER FABMC INSTALLATION l
NCM) +0.0 iM OF SWAIF
FILL IFRFGULM ROPE WInl 1..` E%IS1WG MADE EL +10.54
STONE R.I.PRIM TO J -j T MLW_4.5 VEGETATED SLOPE -- \
PLACEMENT OF FILTER FABRIC EL +9.753
lr ON UNOERLAYER FlIIER FABRIC FlNISH MADE BOTTOM Di SWALE
STONE
2S a
SECTION OPF
1 EMOTING SHORELINEPHASE
n _ II 2, 1� �r PRmEcnM
HOPI2. SCALE: I•- 20'-0' rvJ BARRIER
VER,. SCALE: ,"_ 10'-0' 12-PEW ATER SITE PLAN
J MIEMAL
W o• �� VEGETATED SWALE - SECTION HOF VEGETATED SWALE - ELEVATION SALEM FERRY LANDING
TINWS=
RECMSTRUm TGE OF AME WITH SCALE: I/r- i-D' . 2 SCALE: 1/2-_ 1--0• GOLDENEYE CORPARATION
EDGE STONE(1YP) CONTN TRJ EDGE STONE • .r,
EL +10.04 Fra+�r�^ e BLANEY STREET, SALEM , MA
IN EoEJIN.E MAY 1999
INSTALL FlLMII FABRIC EMSTNG SHMEUNE PROTECTION
7VR
CONIINUOUAY ALONG EDGE
MAY 2 1499 ' __ �aoeroe Consa/dog Engineerio8
WALKWAY � >roE EtEv6naN
` 100y. ROW+,JO
MHW +4.83 R RIU°W-aa u/AU ia+Ni
,� SCAB LE: 1/4•- 1'-0• O N.&V.O. +0.0
n 1111f'iM rnPSlllting Engnaee(in, NEW -415 ® DRAWN: DWI DRAWING NO. 98204
FOR CONSERVATION OMMISSION BMISSION ONLY M w 449 CHECKED:
SCALE. ,• - b'-o A➢PRG/ED:
r REVISIONS CxTE: O5neK9R SHEET 2 OF 4
/
6�q
FEMA 0
/ ZONE A4 2F"�iu
EL.+11.0 O 2
ti�ti0
\ YI nan/• •\ � 0
/ylu tlu
� FEMA
./ :6:I •\ / ZONE 8
FEMA ZONE 8,A'y �\ u.la
i / �•. xiE II\
FEMA ZONE A4 TF` 1xu./ N/F NEW ENGLAND POWER CO.
xtm
IMIR
/ aw ,__.— Xaa
LR ®
•a 11W 'pp 100BUFi R ZONE BOUNDARY
X.. XMIll
\ ______• X�2 \0.f ~ / // \
.Q \
a�aR •\ SING BIT. CONC. SURFACE
N/F HAWTHORNE COVE MARINA I\K. K ....0 ,x.a \
;' •� 'IE' EMsnNc CONCRETE ABUTMENT
\ :-alt �, '.x-A.n '� ••.\ xu '\:\ r� �!1`P /�Oa �/
f \ MEAN HIGH WATER / P
\ '.® w� \�xln ass -.b _
Kft
/ M \
-- =ya \
/
FEMA \ZONE V3 X�w xis
EL.+13.0 \ `-au
O2�jJ� \\
1'
2
-ev
XALK
/ XyT\\
X-al]
MAY 2 1449 \\\\ EXISTING CONDITIONS
Q'-
\
Boume Consulting Engineering \ SALEM FERRY TERMINAL
\ 4 BLANEY ST.
\ SALEM, MA
\ FOR: GOLDENEYE, CORP.
nDTEs M TICAL DAMM: MAY 1999
RM p AS DESCRIBED OM T. E.M. A.ROCO INSURANCE RAT:MAP F250102-0001-8:SET N CONCRETE MON MENT RSCI.ITA ESSEX SEWAGE CISPOCT US MIMM GRCHMARK DOUND.OI PPRROPETY a D" a.. C �rDe Consulting EnginSALFM TERMINAL COMPANY.NEM CORNER O NEBB STREET ANO DERBY STREET. �.a.BOUNDARY DATA TAKEN FROM A RAN PREPARED FOR GOLOENEYE CORP.
BY CWNTY LAND WRVEYS INC.,GATED SEPTEMBER 29, 1998. FOR COMMISSION
DRAWN: RFc DRAWING N0. 98204-1
EASING CONDI➢CNS TAKEN iRW A PLAN PREPARED BY CHECKED: RRB
COUNTY LAND WRVEY5, INC., DATED MAY 19, 1999. TIED, EXISTING CONDITIONS PLM SUBMISSION ONLY I RICK-w rt. APPROVED;
AT 4 BLANEY STREET LOCATED IN SALEM,MA. PREPARED FOR CALDENEYE CDRP.
REVISIONS wTe: SnaM9a SHEET 1 OF-4-1