20 LINCOLN ROAD - ZONING 9
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- min,)
LEGAL NOTICE I
)
CITY OF SALEM
pLANNINGBOARD
Will give a public
hearing to all interested
persons at the request of
the Salem Park and
Recreation Com-
mission,Salem,MA.for
a Wetlands/Flood
Hazard Special Permit
for the purpose of
rehabilitating the
existing Pickman Park
Swim Area.The hearing
will be held on Thur-
sday, April 7, 1983, at
7:30 p.m., One Salem
Green, secondfloor
conference room.
WALTER POWER,III
Chairman
March 24,31,1983.
__.... __ - ...-.-,__.._,._ ___ _ _-. ----.--.-_.....-- --_-"++._r_ ..—.e_.'. I . 11.1J _ _ ___ 1. •
1
6
15 15
w
U. Prop. Wooden
z Retaining Wa//
1\7/4-f 1 -
z -Existing Co�crete V •-�, y'~ II Mew
o_ — —
Retaining Wall
Q \ :;; to remain
> —... 1
0400 1 +00 2-.-00 3-x-00 0-1-00 1 +00 I 2-x-00 3 +00
PROFILE - SE 0 + 50 PROFILE SE 2 + 00
Loam to be placed
and seeded
15 LIJ
— -- 15
w
Z10v MHW r—
z I i - Prop. Wooden \`
Ex is ting Concrete
o ► — —
t ! Retoi ing Wo// + , : "'` Retaining a//
to remain
w • ` • '- •
5
0+00 1 +00 2+00 6%,00 0+00 1 +00 2-x-00 3+00
G s
k
r
PROFILE - SE 1 + 00 PROFILE -SE 2 + 50
Loom to be placed
and seeded
15
5
w _
z_ Prop. Wo den
Retaining Wo//
0 10 N7,yyM� 10
_ - Existing Concrete oMNw
a Reta/n/ngl Wa//
- to remo in
w .�
5
0+00 1 +00 2 +00 3+00 0+00 1x-00 2 +00 3 +00
PROFILE - SE 1 + 50 PROFILE -SE 3 + 00
LEGEND
- - Existing Ground
HOR. 1 "=20'
— — Existing Hard Bottom - SCALE:
VERT. I "=5 '
Limit of Excavation PICKMAN PARK
OFA44...............................
Proposed 6" Sand Layer
SALEM,, MASS.
s4^GFT
p`HVf� PLAN, SECTIONS 81 DETAILS
7 U No 1U..t. N f
�'sy �: AUGUST 31, 1982 SHEET 2 OF 2
FssioOpt- x,..
CONTR ACT NO. 3006 ACC. NO. 05189
IAS9LEM
SALEM H SBO
y PROJECT
LOCATION
r4a F. ? FTT
� J� <4'c'4Y gTREET �
0 J FOREST J 1 114
4141
� 1
F S.E 0450 SE. 1+00 SE.1+50 S.E. 2+00 S.E.2+50 S.E. 31-00 P� o
sig
• � �Q/M A RB E A D
G� Es 0
1 M Eo
N G — SAFE
9 .5 /2. 7 v\
/ 1 A
18 lLl �P a P
Exist. C nc. Retaining Wal/ o e all Z N. , 2+50 oGEPN Q
7 . 3 9•l •00 000 0000*0 .• •• ` ' - -- - .•• � �P \
/ \ - i 00. •• 00 - 8 g•� !• 5 W A M P S C l0 T T
/ / \ / �/ \ •. f'X i$f •0000 00t•• ••••• •••'»•• y'. $_ _ ,4� ��� \G
'Ri Ria - - .• • . _ _ � 359 P� \�
/ / \ / / • p P _ _ - _ - - 1 � �� MASS.
/ � \ � � � � ' / \ _ _- - - - ---- --- - - - - -, - - -- _ , , .yam � P • .,
9 . 7 i • \\ \� N.E. 2+00 Q BAY
/ \ I d9d W a d i n P a_o l _Ar e a _ ; `� � ' H PHRY s�
A40 - - ---- ---
/ a o04v°D�i 4 -- -- - 4 4 ¢ 3___-___4 4 3 ¢0 3 --
_ as p�Dp 4 --
5- 4 - -
8'x4'R.C. SI ------ - - - - - 4 .1 LOCATION PLAN
Box Culvert 6- _ _ _ _ _ • N.E. 1-x50 SCALE 1 : 25000
9 . 9 7 . 7i __ —_— _— --- — _ 6 Q 1000 0 1000 2000 FEET
_ _ U.S.G.S. LYNN QUAD
LExis t. Dumped : _ Ebb '
- ; Rip Rap (see nolo-)
1-1
Proposed /��— •-- - - - - __ illy N.E. 1+00
Rip Rap Areo�
/ F 0 R E S T R 1 V E R / •pose*.•• ••.•• \
•41:00.. • 4 000000000 00990000*000. .eggs w.41410 •••' / �l LEGEND
/ 6 . 7 / �� LF Exist Conc R toining Wol// to be Rep/aced / / , N.E. 0+50
LI
0 / • Exist.� Bit. Conc. - - 6 — — EXISTING CONTOUR
/¢• 0 Swings l �0Exist. Boot Ramp / Tennis l ' PROPOSED CONTOUR
l4 • 8 S.M. to be removed � Exist. l � Court � •
.WG. Bi t. Conc. / l 6.3 EXISTING ELEV.
� � Bit. Conc.
�� Basketball M.E.E. 13 . 2 PROPOSED ELEV.
N R 0 E R D �I� 3 p / Court 1 1 l � 2891
/ S I SAMPLE LOCATION
M O
,N.ET. . T. — �-Exist Granite Curb oW G44F82
4 5/4
LIMITS OF AREA TO
Exist. Conc. Sidewalk 4483 I' / � "000000000000��
• I,1 Z i BE DREDGED
I� o LOAM TO BE PLACED
B. M. Hydrant
Elev. 19.23 M. L.W. z AND SEEDED
� P
11 `�
SEL.
`3992
G R A N T R O A D Q
6�4 `x 2'-6"Steel rod
to be driven flush with beam
I ~- 6,x 8„x 4,_3„ (Type i i p► PLAN
Wood Beam i 11 1
SCALE : 1 =40
40 0 40 80
A
3/8°x /D” Spike Bend Detail
Notes:
/. Existing Dumped Rip Rap at in/et of Box Cu/vert shall be removed prior
WOODEN RETAINING WALL to dredging and reset upon completion.
N. T. S.
2., Water Depth varies from 6. 00 ' to 0. 00 ' of High Tide. At Low Tide the
area is completely drained. PROPOSED PARK RESTORATION
3. The contractor shall drain the dredged materi'ol prior to transporting
Soil to be flush with back to the disposal site to prevent liquid discharge on city streets. PICKMAN PARK
of Retaining Wall, See 4. The Forest River presently hos an SB water quality classification.
Sheet 2 for (clarification
6"x 8"x 8'- 2" 5. The Contractor sho// ' remove all Marsh Weed in th,e Wading Pool
SALEM3/8"xl0" Spike Wood Beam (Typ.) --4--3 4=3"
End Detail 7- � � - Area from Sta. S.E. 0420 to S.E. .3 -1-25 and dispose of it off site •
Slope 23to / r-2' 1 yp �r-2' -1 --- 6'-3"-----� .2'-3'� ` in on approved location, prior to the p/ocemernt of the s sand layer: GENERAL PLAN SECTIONS 8� DETAILS
Max.
DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING
MASSACHUSETTS DIVISION OF WATERWAYS
6 " Min. , Cover on ,
11 IF
face of Retaining Wall. �,,,, - GREEN INTERNATIONAL AFFILIATES INC.
.� or
CONSULTING ENGINEERS BOSTON MASS .
6 " Min. Cover on 6"x 8'z 8'- 6" �— 6 x 8"x 8 -6 �? fRFDEkICK
face of Retaining Wall Wood Beam (Typ.) Wood Boom (Typ. ) ;fJ. GUS AUGUST 31, 1982 DESIGNED BY J.D.G.
v SA�lITARY TRACED BY D.K.
30Faeo W./W. REVIEW
9oc •►� ` ��``�j APPROVED BY F. J.G.
SECTION A-A BY DATE CHIEF ENGINEER, WATERWAYS
N. T. S. CONTRACT NO. 3006 ACC. NO. 05189
.W_ 41: 41
r
f '
15
i,. Prop. Woo on I
is
z Retornmg Wo// _ _ 1 0 -`_`
: .
I077IVAIW
_ _ _
z0 Retaining Wall
- Existing Concrete
a ..,. : to remc in
\ , .
W _ • .
000 1 +00 2 - 00 3 -00 0. 00 1 +00
2 -00 3 +00
PROFILE - SE 0 + 50 PROFILE - SE 2 + 00
Loam to be p/aced
and seeded
,. 15 _-- --- 1 5
W
k Ld�
Z . ,,. _ v yHw _ 10 I P
E zz 1 0 {� _ - Prop. Wooden Existing Co Crete
;..:;. ± Retai ing Wo/l ,,..• "` Re,taining o//
to remain
Ld
5 V
r _
0+00 1 +00 2 +00 3-��0 0+00 1 +00 2 +00 3+00
PROFILE - SE 1 + 00 PROFILE -SE 2 + 50
Loom to be placed
and seeded
-- 15
15
W i
z Prop. Wooden
t '
Retaining j Wall
0
o 10 i �,�,�w � --'—Existing Concrete /-
a ; Reta/n/ngi Wo//
\.
o r mo
i
t re
ma
0+00 1 +00 2 +00 3+00 0+00 1 +00 2 +00 3+00
PROFILE -SE 1 + 50 PROFILE - SE 3 +00
LEGEND
- - - Existing Ground
HOR. I "=20'
— — Existing Hard Bottom _ SCALE:
Y
VERT. 1 "=5'
Limit of Excavation - PICKMAN PARK
Proposed 6" Sand Layer :,.OvA14
��,� MASS.
s ,�L A,p
a s fillARY ;�i PLAN, SECTIONS & DETAILS
AUGUST 31, 1982 SHEET 2 OF 2
CONTRACT NO. 3006 ACC. NO. 05189
-------�-------- --- .- - - ,- . .-______-_0000 - _- — ---- ---- _
SALEM
IA HAR OM r
Q7' PROJECT
- LOCATION
F. Q, �4k STREET
FOREST J 114
SE. 0450 SE /+00 SE.1450 S.E. 2+00 SE.2+50 S.E. 31-00 PJ m�
_ �Q/MA RB 5 E A D r
N G S p,%-E
C, �. Q
9 .5 12. 7 / o �
_ /8
P F �
\ -
Exist. C nc. Retaining Wa TO e ain _ Z N. . 2+50 oo�P� � � \�
/ -
40*0, //i i / / \ \ •: .�• —�—•�—. �- - - _ .��•� • � - � S W A M P 'S C 0 T T
`G
P
i �• • goy g•7EX 1St Pole
• '• �4359
Pip oQ.
MASS.
BAY
• N.E. 2+00
n4a - - __ _\-- W a din - _ P o-o l -Are o - - - - - - ' --- --- -- � \ ' H PHRY SSR
- --"r4
anoQv�o� 4 1 -- -- 4 4 3 3
SI _----- - - - - - - - s- _ _ _ 4 _ - - _ 4 •1 � LOCATION PLAN
8'X 4'R.C. ; O
Box Culvert 'a � • _- 6- - - _ _ _ \ N.E. 1.1-50 SCALE 1 : 25000
9 . 9 7 . i _ -- --- S2 _ — --- — _ 6 `� 1000 0 1000 2000 FEET
/ LE,
O U.S.G.S. LYNN QUAD
. 1s t. Dumped • - Ebb 1
- ; Rip Rap (see no P )
/ \
'4
Proposed �II �. - - -- -- -� : - ro � �
Ri Ra Ar all-- N.E. /+00
f • / � / SII \�� - - --.- - - - - 14 —_ �� � ` ` �� �
F 0 R E S T R l V E R / �II 0'000 ..• � � � -
/ LEGEND
.0 ,.
6 .6 / N.II 0.0.0. ......... ............. .«........... ••'
6 • / Exist. �'onc: R Coining Wall to be Rep/aced / / N.E. 0+50
Exis f /
I4 Swin s / Bit. Conc. � I - � - - EXISTING CONTOUR-
. o II g '
0 Exist. Boot Ramp / / Tennis gl PROPOSED CONTOUR
14 . 8 1I S.M.H. to be removed / Exist. l � Court1111M�E�
.W.G. II Bit. Conc. l 6 yEXISTING ELEV.
Bit. Conc. /D• II Basketball / / E. 13 . 2 PROPOSED ELEV.
R /R 0 / Court l 91
M O NwG° �I o _ S ISAMPLE LOCATION/ SEL. II / /N.ETT. �Fxlst Granite Curb °WG 0*4482I4 5/4 / LIMITS OF AREA TO
Exist. Conc. Sidewalk 0' 4483
II, Z BE DREDGED
Il
o LOAM TO BE PLACED'
I B. M. Hydrant
Elev. 19.23 M. L.W. I " AND SEEDED
II Z o
- II o 0
II `�
II
S.EL.
II 3992
l7'--O"O. C.
G R A N T R 0 A D Q
6'�i��-/"x2'-6"Steel rod
to be driven flush with beam
6'X 8"x 4'-3" (Typ) A PLAN I I Wood Beam
SCALE : I" =40'
---` 40 0 40 80
A II II I �i
3/8"x /0" Spike Bend Detail
Notes,
/. Existing Dumped Rip Rap of inlet of Box Cullvert shall be removed prior
WOODEN RETAINING WALL to dredging and reset upon completion.
N. T. S. 2. Water Depth varies from 6. 00 ' to 0. 00 ' at /High Tide. At Low Tide the
area is completely drained. PROPOSED PARK RESTORATION
3. The contractor shall drain the dredged material prior to transporting
Soil to be flush with back to the disposal site to prevent liquid dischairge on city streets.
of Retaining Wall, See PICKMAN PARK
Sheet 2 fo)r clarification 4 The Forest River presently has an SB water quality classification.
6"x 8"x 8'- 2" 5. The Contractor shall remove all Marsh Wleed in tAe Wading Pool
318'X' 10" Spike Wood Beam (Typ.) �.---4'-3—� 4=3" S.E. SALEM Detail Area from Sto. 0 .4-20 to S.E. 3 4-25 and' dispose of it off site
TYp• 6
Slope e3to / 1--2 1-2' -1 -- 6'-3 in an approved location, prior to the placement of the 6 " sand layer.
Max. GENERAL PLAN, SECTIONS S& DETAILS
i 1~ 2'--+—2'-1
\ \\ DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING
01
r114 \\ _ _I- MASSACHUSETTS DIVISION OF WATERWAYS 4
,r 6 Min. . Cover on GREEN INTERNATIONAL AFFILIATES, INC.
�� � . �� face of Retaining Wall. APs` CONSULTING ENGINEERS BOSTON MASS
6 Min. Cover on ' 6 x 8 x 8 -6
6 X 8 X 8— 6 c? FRFDEk[CK 4-
face of Retaining Wall Wood Beam (Typ.) Wood Beam (Typ. )
J. GEISFI AUGUST 31 1982 DESIGNED BY J D.G.
v SANITARYp D.K.
�N�. �o say W/W. REVIEW TRACED BY
SECTION A-A 90� ^'5`S BY DATE APPROVED BY F J.G. CHIEF ENGINEER, WATERWAYS
N. T. S. CONTRACT NO. * 3006 LACC. NO. 05189
IA S�LEM
SALEM H ARBo
PROJECT
- LOCATION
ra k, Q- 4F�rFTT S?REET
FOREST \� 114
� 1
SE 0450 SE. 1+00 SE.1450 SE. 2*00 SE.2450 S.E. 31-00 P� o� Ec
m SERE
— �-q/. M A RB E A D
1 0o E°Esso
9 .5 12. 7 / SALTMARSH o < Al
IA P
\ Do Not Distur or Removil /8
a P
�-Exi s t. C nc. Retaining Wal/ o e ain Z N. . 2+50 oG�PN \\�
/ - 00
7 . 3 y • • e•• •••e.� .1-,r,, -.,,, 8 ,l,r, S W A M P S C O T T
\ ` • ••,u .1-(r r, r.. .�1l,, /..-` .
,,,,. a u, `l7-111. ,,, v
/ \ • •:•�1- �••••••••••••,re••e•••••e•` ,14••4tr'•6i••••• --•• !r' �•' �.� 4359 `
/ \
\ / �fxt$tj G • • •
Wip Rap _ _ — - _ _ _ • • �'�••�' :,I _ \ �`o `o
• MASS.
9 . 7
\ i ' \ • �:�.i N.E. 2400 q BAY
a din P O—o l —Ar e O _ j ;�.,� H PHRY SIR-
- - - - \-- W
4 , 5 h
/ 8'x4 'R.C. ,� SI -S 4 � � � 4 •� LOCATION PLAN
/ J / / Box Culvert • _
7 , 7 • __ _- _- 6- -- - -S2 _ _ _ _ _ �\ N.E. 11-50 SCALE 1 : 25000
� 0 �'�
�Elxis' - - - 6 � \' U.S.G.S. l000 o l000 z000 FEETLYNN QUAD f Dumped ••
; Rip Rap (see no P) •
/ 0 6. 7 — •` 00000000000.0000004 'e•••• ••••••• s••••••••••• frr � 1l,.
SALTMARSH
�'
/ \ II • _ — _ — v,_1-l., — '" `err'' ,.', a+,' 77,
1%r,. ., �� �I � ,
/ • —'i• .-•,1-f. Ir:. ;,Ir. ,\1.. .11 i, ,Ir.. .L, ,1 h. .. ,1L \
Do Not Disturb or Remove
/ Proposed
.,,h., ,1-rr �
/ p a •{r.. �'r,. �r, w.. 1-r,. 1-ra ,1-fr'' ,r, !:! — — —— \ \ \ � N.E. /+00
Rip Rap Are � ,�f, ,1-r,. � • •!�Cl�'`.. .,I�
n' �� • •1-r.. ••••• •••�•• ,,. • •
a I •� a !��••0•!9 — '0•••• •e•••• «
/ F 0 R E S T R I V E IR _ • ••••e ,• / \
00
••••••••• 000•••••0-••• ....... .:.. 000 / LEGEND
G
/ I 6 . � II END
Ex/st CvhcR tainin Wo// to be Rep/aced w / / ' N.E. 0 4 50
� ` Exist. /
�-- Bit. Conc. — 6 — —
l4, 0 �I Q Swings l � � � l EXISTING CONTOUR
15. 0 II o Exist Boot Ramp Tennis l ' 8 PROPOSED CONTOUR
14 . 8 II S.M.H. to be removed SALTMARSH / Exist. l / Court
W.G. Bit. Conc.
° II ' Do Not D isturb, / Bit. Conc. l / s: � EXISTING ELEV.
F? D. II or Remove Basketball / / M.E.E.
/ / 13 . 2 PROPOSED ELEV.
M 0 N R 0 E W G° I� 3 / Court 1 1 / � 2891
4 SEL.
SAMPLE LOCATION
,., N.E' T. � T. �-Exist. Granite Curb _�! G,•--- 04482 � � /
� L
�� LIMITS OF AREA TO
_r-- —
4 5/4 � 0-••e•,•••••••••
Exist Conc. Sidewalk x-`-•4483 II � L � �
� Z � BE DREDGED
I J
' I
B. M. Hyrdrant II a LOAM TO BE PLACED
El ev. 19!.23 M. L.W. II Z � �=` AND SEEDED
SALTMARSH. WEED
_ II °
II S.E.L.
II 3992
17ol-o"o C-
G R A N T R O A D Q
rod
to be driven flush with boom
--_ -6 x 8„x 4,-3„ (Typ)
Wood Beam 1 A PLAN .
SCALE : 1" =40'
F-T11- ---]1
40 0 40 80
A i� �I 1 ;,
3/8"x l0" Spike Bend Defail
Notes:
/. Existing Dumped Rip Rap of inlet of Box Culvert shall be removed prior
WOODEN RETAINING WALL to dredging and reset upon completion.
N. T. S. 2. Water Depth varies from 6. 00 ' to 0.00 ' alt High Tidy. At Low Tide the
area is completely drained. PROPOSED PARK RESTORATION
3. The contractor shall drain the dredged mmter/ol prior to transporting
Soil to be flush with back to the disposal site to prevent liquid d/scrhor9e on city streets. RK
of Retadning Wall, See 4 h PICKMAN �a'
Sheet 2 for clarification T e Forest River presently hos on SB water quality clossificotion.
6'X 8'X8'- 2” 5. The Contractor shall not remove car disturb 'the Saltmorsh Weed_
3/8'X lD" Spike Wood Beam (Typ.) ----4`-3--'--4=3" SALEM
End Detail Typ,
Slope as 3 to
Max. GENERAL PLAN, SECTIONS DETAILS
DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING
MASSACHUSETTS DIVISION OF WATERWAYS
IF =Ffa N�Jin. - Cover on x, y, GREEN INTERNATIONAL AFFILIATES, INC.
\ face of Retaining Wall. ,
�_ ' � \` CONSULTING ENGINEERS BOSTON MASS .
6 Min. Cover on 6"x 8'z 8'- 6" 6 x 8 x 8 -6 � a,,
c>. fkEPEhiCK •c. .
face of Retaining Wall Wood Beam (Typ.,) Wood Beam (Typ. lt �.c�l;� �4F DESIGNED BY J•D.G.
5J.WIS L AUGUST 31, 1982
/"y3N1. 10 F4 TRACED BY D.K.
SECTION A-A W./W REVIEW
APPROVED BY F. J.G.
Q'`�.r '� `� '` CHIEF ENGINEER, WATERWAYS
BY DATE
N. T. S.
CONTRACT NO. 3006 ACC. NO. 05169
-