64-220 - 60 GROVE STREET - CONSERVATION COMMISSION (002) DEP 64-
Plans
NOTES LOCUS
SCALE: 1"=2000'
1. Existing conditions and topography per actual field survey using a
total station performed by Patrowicz Land Development Engineering
July, 1993.
2. Vertical datum for elevations per BM 24 (shown on this plan) from 77s o
the South Essex Sewerage District. Elevation 9.44 (based on N.G.V.D. of 1929). ^
�\ Note the conversion factor used was: N.G.V.D. + 4.48 = S.E.S.D. datum. Yc COLLINS
\ COVE
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'` --__-- 0' BUF
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x x
\ \ / x x x x
EXISTING TUNE x
REE
X x —'��— — x
B & M RAILROAD LIMIT
x SIDE RAIL TRACKS TO B \
CE
CB
1 .� a � -T,1
LOADING
��V'
RET. WALL NEW AIR ,AND fy'F �a \�� DOCK EDGE OF
W TER TR ATMENT ti.'aA BA LOADING DOCK I
rx r4 .5 PAVEMENT
FORMER / MH O
< / FORMER —A--- €--- BUILDING 59 � f w BARREL \ /
�E I TANNERY CONTROL ---\ „ 3 \ . .. _ STOR /
FACILITY
�� AGE BUILDING / 1
AREA" /I .00 \BUI D . NG OFFICE BUILDING `\��'~ "OFFICE BUILDING \
BRICK PARKING AREA
AREA - �j' i � � •, ' `.,-._-�
y�
FORME \ r I I PRO OSED / r - ' -� I j- \ CB
SI a /
MNE US PAD / / - / ! I
CH AAt BER
\ _ CHI \\ /
\ i TO BE REMOdED \ r / \ \
CAVATE A D / / �ADDIl10NAL LIQUID —1dH
`" ' X \' / /i0 BE / PRODUCT STORAGEy/
_. _ o
L \ DISPOSE OF OIL \ L
REMO�GED —
r\ _ OFF-SITE /� r/ - -- FINISHING BUILDING \\\
(]/ ....mow_ L 1 IIx—L.FE ,\
TOBEETANED/ MP \ \�\ F\\ \\ \ T041
v s K \ V A V i RABOVE A \\� .
\ ' !_ ORMER
NE 8 �_LOADING�DocK SULFON �
A TION M z+
V A A A "TRU TURN AROkND \ TO BIE REMOVED L' K D IN I A\\�;���� BUILDING
REA; PRO SED In is 8 min, �� \�L;4WEB SULFONAT10N
\ t \ \ ONCR SU AGES' f `� d o be "PIPE 7 2ANSFER A( EA" !\ \ E
de�erngn I BUILDING CUAFJ#d( *R[A"
\ / CB ) V CB
IN- \\ I \ r? \ \ CONCRETE AD r n
_ J '-" '-APPROX. EDGE ^ CGOP NEYVQTANK TRUCK � �ME�j v J
FwSnNc y \ \ \"'--t - - / r� ______ COOPERAGE UNLOADING FACILITY _ _ NG pP
UN \\ . _ EX. PAVEMENT ROOM _— .. .'� EXIS _
_ _
VI
„``, °
NEW AIR AND WATER \ ER r �i �\ �? \� "\ —\�- MH
POLLUTION CONTROLPRE—TREATMENT FACILITYMH
EQUIPMENT T�
-EXISTING T
RETAINING
WALL
BULFFJ
p NA TION ;�� ,��
\ WAREHOUSE
\ a MH
LEGEND "
VIL ,w
NEW PAVEMENT/CONCRETE
Af
aslg�
EXISTING PAVEMENT TO BE RESURFACED
PROPOSED RESURFACING AND
°� CONTOUR ELEV. 10.0 "LAND SUBJECT S TO R M WA TE R CONTROL
TO COASTAL STORM FLOWAGE
GRAPHIC SCALE for
100 FOOT BUFFER TO WETLAND RESOURCE 30 0 15 30 60 120 SALEM O I L A N D GREASE
AREAS
\ IN terland located at
\ ( ) G
EXISTING ELEVATIONAL CONTOURS (0.5' INCREMENT) 1 inch = 30 fL 6 0 Grove Street
BASED ON NGVD OF 1929 Salem Massachusetts
V `
PROPOSED ELEVATIONAL CONTOURS (0.5' INCREMENT)
BASED ON NGVD OF 1929 Prepared For: Salem Oil and Grease Company
Office Address: 60 Grove Street, Salem, Massachusetts 01970
FILTER STRIPS ADJACENT TO THE CANAL DESIGNED Environmental Consultant: Gulf of Maine Research Center, Inc.
TO ABSORB STORMWATER BEFORE RUNOFF 204 Lafayette Street, Salem, Massachusetts 01970
ENTERS CANAL. FILTER STRIPS ARE 5' WIDE MIN. Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING
AND 3' DEEP MIN. FILLED WITH 3/4" CRUSHED � NO. DATE DESCRIPTION BY 204 Lafayette Street, Salem, Massachusetts 01970 Ph.(508) 741-1663
STONE SURROUNDED BY MIRAFI (NON-WOVEN)
FELT FILTER FABRIC. JDRAINN BY: STEVE LONG CHECKED BY: Date: 8/5/93 Tcale: 1"=30' Sheet Iof I PLDE #93-24
LOCUS
NOTES SCALE: 1"=2000'
1. Existing conditions and topography per actual field survey using a
total station performed by Patrowicz Land Development Engineering
July, 1993.
2. Vertical datum for elevations per BM 24 (shown on this plan) from lis o
the South Essex Sewerage District. Elevation 9.44 (based on N.G.V.D. of 1929).
Note the conversion factor used was: N.G.V.D. + 4.48 = S.E.S.D. datum. o� COLLINS
COVE
\
E
\V I MP�N 0
\ 9OS o 0
\� oSTOy 3
� m
I\
C ----___—_100' 8
\\ UFFER
CP\ -- CS
\ REBUILD EXISTING _
1
DETERIORATED �-� x x x x ��^��
x � x
RETAINING WALL
x x x —�— x "OFFICE BUILDING
EXISTIN(?\iREE LINE x 9 � LOADING AREA" �--_M
11
\9 // \ B & M RAILROAD _
\ SIDE RAIL TRACKS TO BE
S"9 --
II II
1:1—
\ X 11 11 11 v 11 11 11 Ce
_ - - - - \
LOADING
\\ 101 r — RET. WALL NEW AIR AND TOATIC
EX. TBETRE OCATED) EDGE OF CgNA� LOADING DOCK DOCK EDGE OF NG °
\`� I
'FO \ CONTRO FAWATER TMEN --- TOP pF COASTAL BANK 8 0 REL \ PAVEMENT // // MH
RMER BUILDING 59 EXISTING AND O
\\ �,2 TA 3 AREA" rI, / RELOCATED L.S. P PEWAY PROPOSED RAGE BUILDING OFFICE BUILDING \ "OFFICE BUILDING \ \
—I BRICK_
ARE — / , \ _ \ . EDGE OF CANAL — TOP OF 5' WIDETER N O PARKING AREA" Z—
CO p
\\ 7¢�� \_/ � II \ x \ COASTAL RANI( STRIP I ` �� I \ 9 9 /
F'ORjWIE� \ / I I PROOSED , VER ~ CB I \
-DEGR ASIMG \ / — / AS PAD
�� CHAR ER \ — �� / CAN \ \
\\ A � \ �H
_ N_ \ `� TO BE REMOf/ED / �/ / / /ADDITIONAL LIQUID / ABOVE GROUND ` —
\ \ _EXCAVATE AND � / PRODUCT STORAGE/ STORAGE TANK °
DISPOSE OF OIL \ ( / /REMOVED — - — TO BE REMOVED 5' WIDE
OFF—SITE /
FILTER
HP I I TO BE REMOVED FINISHING BUILDING STRIP
�\ ► s ) \ �2.9 l ` I CAMP11
FORME
NEW
\ CB LOADING \ SULFON �\
DOCM
ATION \ j< M 24
"TRUC TURN ARO�ND NE8 BUILDING \ I
REA;.; ,PROPOSED I Inv DRAIN 8 FORMER SULFONATION. —
\ \ erts i MI "PIPE ANSFER Af IEA" -
\ \ ONCRE�E SU FACE"\ �o �\ field tto 6e N' I \ 'o BUILDING L�ADtNG AREA"
mine CB
NEW \ \\ _ \ // CONCRE PAD NEW TANK TRUCK �LAENT \
RETAINING \ ���,, \\ 2 \\ � -- �__ —_— I APPROX.AV EDGE / COOPERAGE UNLOAbiNG FACILITY �T1NG PPVE
EX'STING 1NF \ '� \ \ \ EX. PAVEMENT /// I Room — — — s �X�S
WALL _
E LINE
WG
=73 �
NEW AIR AND WATER MH
\ \__
POLLUTION CONTROL PRE—TREATMENT FACILITY M° — °
EQUIPMENT EXISTING
RETAINING o'
WALL
SULFONA TION
BUILDING FT
WAREHOUSE \
` a MH
Q CB
�w er
LEGEND
SCQTT IAN
PATfiQN,'tq a
rIL
NEW PAVEMENT/CONCRETE S
� Ir� �S3
EXISTING PAVEMENT TO BE RESURFACED
� PROPOSED RESURFACING AND
/0 CONTOUR ELEV. "LAND SUBJECT S TO R M WA TE R CONTROL
�— TO COASTAL STORM FLOWAGE"
GRAPHIC SCALE for
---- 100 FOOT BUFFER TO WETLAND RESOURCE 30 0 15 30 60 120 S A L E M O I L A N D GREASE
AREAS
\ land located at
\ \\ ` IN ` ' 60 Grove Street
EXISTING ELEVATIONAL CONTOURS (0.5' INCREMENT) i inch = 30 it
\ BASED ON NGVD OF 1929 Salem , Massachusetts
PROPOSED ELEVATIONAL CONTOURS (0.5' INCREMENT) Prepared For: Salem Oil and Grease Company
BASED ON NGVD OF 1929 P P y
Office Address: 60 Grove Street, Salem, Massachusetts 01970
FILTER STRIPS ADJACENT TO THE CANAL DESIGNED Environmental Consultant: Gulf of Maine Research Center, Inc.
TO ABSORB STORMWATER BEFORE RUNOFF 204 Lafayette Street, Salem, Massachusetts 01970
ENTERS CANAL. FILTER STRIPS ARE 5' WIDE MIN. 1 9/17/93 Per Cons. Comm. Comments Site Engineer: PATROWICZ LAND DEVELOPMENT ENGINEERING
AND 3' DEEP MIN. FILLED WITH 3/4" CRUSHED NO. DATE DESCRIPTION BY 204 Lafayette Street, Salem, Massachusetts 01970 Ph.(508) 741-1663
STONE SURROUNDED BY MIRAFI (NON—WOVEN)
FELT FILTER FABRIC. DRAWN BY.• STEVE LONG CHECKED BY: _ Date: 8/5/93 Scale: 1"=30' Sheet 1 of 1 PLDE #93-24