64-499 - 25,30,40 COLONIAL ROAD - CONSERVATION COMMISSION (002) DEP 64- A
Plans
/ J
bi,LL FONT =✓ LEGEND
�,-,�.•;� - �.-: ��;,� ,
\ — _ � �► CATCH BASIN AND DRAINAGE
� ox.n a11f.W5 — -fes' '"4 -..a_ i I '.�• r i, /r' J .
NEW CHAIN UNK FENCE
= - -- --- — k -- EXISTING CHAIN LINK FENCE
CONCRETE PAD
AND REMOVED FROM SEWER MANHOLE
�I CONTRACTOR SHALL INSTALL MASONRY ---- PROPERTY OR EASEMENT LINE
�� •.� �_ _ _ _ l r PLUG IN MANHOLE
GC Jcj%r
\ APPROXIMATE LOCATION AND
'h j _ I 57081' �I - - `! ,/j;/.- i ;d11LL POND
LIMIT OF EXCAVATION OR
_ 1 eP.l I. ♦ ;; vY� 0 POTENTIAL SOIL INTRUSIVE
BUILDING �/ ,o BUILDI G "y, J ,-%' J' ACTIVITIES
A �% — ,� I
v.
1e•mE,,,ym STRUCTURE TO BE
J DEMOLISHED
CONCRETE PAD
I UNDERGROUND ELECTRIC AT AND WA
'C' I / . � \( �1'� ' 100 FOOT BUFFER 'ZONE i
TO BE CUT AT FOUNDAII `/� �
iEXISHNG WAI
I DISCONNECTED AT VALVES L—�, - + r�• ' `�/ �
,USE i REMAINING WATER LINES WILL B
CAPPED. TERMINATED WA
j PIPES WALL BE PLU
\OM1 , i
` TRUCIQ� I' d1 �� �rJ� , i/�F� ' \ flopONW;tT-_ LIMA %/
i LOADIN( �j 1 xs' Z o i I / of SALT :s .SH .y
DOCK - + STING WATER LINES TOB !I -��e,1_ I' OOOV
] AREA# I CUT AT FCUNDA110N. i= r �' ,
�' TERMINATED'WATERT PROPOSED HAY BALES (•
PIPES MLL BE PLUGGED -/&. - ,i
:,r•,�, , AND SILT FENCE
AND ABANDONIM IN PLACE
-1 WAREHOUSE • l:9v _a /'
HALT Pr,EHENT 'LOGE, I CUT SEWER UNE AT MAN HOLE AND t3 ,i- !/All ° D BO 120
INSTALL MASONRY PATCH. TERMINATED
B_..L F •' `' SEWER PIPES WILL BE PLUGGED AND O " "/. FLAGGED WETLANDS LINE
/ ABANDONED IN.PLACE. *�/ .?'! •a ° / ,:: ``%',". , ":., ; SCALE. IN FEET
EXISTIN
J, C!1RRFt', Mt,RN !-:u; /VirTFR LINE
I G TO , (Jr ,
CUTSEWER UNE B
AT FWNDATION.
j I TERMINATED SEWER PIPES i I / ! MAP SOURCES: 11 -EXISTING CONDITIONS
'
WILL BE PLUGGED AND SURVEY, VAN WATERS & ROGERS, INC:, SALEM,
MA' PREPARED BY CML DESIGNS, INC., BOSTON,
MA, 5/14/97; 2) FORMER HAMBLET & HAYES
FACILITY SITE_// c \. WATERTOWN. REMEDIATION; 3]PREPARED BY VHB,
- � ,`,'� ' J ' MA, 7/13/05; 3] 'PIPING PLAN —
ISTING MANHOLE TO B khro�' T �' r 3. l\ .. ,� .\tt/< f.� - SALEM, MA — TANK FARM' PREPARED BY VAN
ABANDONm IN PLA WATERS & ROGERS, INC., 10/13/97.
FILL WITH CON
• - InnoWaHWe Engineering Solutions, Ina
q- .- .tel/ � \ �`� ?�. , � � �9 9
6 , _j i t: - IeSI' 25 SPRING STREET
WATER UNE A E UG AT ,,�" NOTE ADDED 21 APRIL 2014: WALPOLE, MASSACHUSETTS 02081
FOUNDATION AND F4UGGED y�'A: ci�^
16 f ` °°�: ERM personnel conducted a site inspection ( ) 668-00"
K i NEW WATER SERVCE 7D B d,� on 15 April 2014 and observed site
JG I !
INSTALLED TO BUMING BUILDING }/ , r `; \ ��, .,:' /•` conditions to be in general compliance with SITE PLAN
z the proposed conditions as depicted on this
Site Plan. The site inspection was limited to
-•� , : f COLONIAL ROAD
i/ aboveground areas. SALEM, MASSACHUSETTS
_:: .. .
This original SITE PLAN was prepared by
UNIVAR USA, INC.
IESI as noted.
� • ! j%��. •'`'`;;/ ' aaeNom® nurW�¢ 11
uE naaa�f
JLW SM IWNAR SC34 6/7/10 A
- MILL POND t���// } LEGEND
0 CATCH BASIN AND DRAINAGE
��+�.�g NEW CHAIN LINK FENCE
EXISTING CHAIN LINK FENCE
'\'�- `` - -— �+u —•�— ✓�� - — -- — -- — $�__ // /: r FouNOArION CONCRETE PAD
AND REMOVED FROM SEWER MANHOLE
CONTRACTOR PLUG IN �s�L INSTALL MASONRY ---- PROPERTY OR EASEMENT LINE
\ % � APPROXIMATE LOCATION AND
- ^ @� 's LIMIT OF EXCAVATION OR
T � 4 \, I
BRICK �•• ♦ ,' , MILL POND POTENTIAL SOIL INTRUSIVE
BUILDING _ ;) BUILDI / ACTIVITIES
A Bw J"a E
— �
STRUCTURE TO BE
I � DEMOLISHED
iv
CONCRETE PAD
y ro BE CUT AT FOUNDATI / 100 FOOT BUFFER ZONE
1 � F ' �
1 (
DISCONNECTED AT VAL
USE REMAINING WATER LINES WILL
I CRPPED. TERMINATED WA � I � ,h � '
l➢,dxG Bnr(M) ,U '
TRUCK` I I rI �sc r 'r� ! I APPROXIMATE LIMIT
LOA DIN ar ll / - , OF SALT MARSH , /y
(r
DOCK 1 c WATER uNEs To
1'
AREA k CUFOU
T AT NDATION //•/' /
TERMNATED WA j `((( / PROPOSED HAY BALES
asx.Ir PIPES MILL B AND SILT FENCE J
-1 WAREHOUSE P.KY
HALT PAVEMENT FLOOR. I aJT SEVER UNE AT MAN HOLE AND , O 60 120
BLOCK WALLS) I NSTALL MA50RRY PATCH TERMINATED-� �, = �n� ,
SEMEA PIPES WILL BE PLUM AND 0 � (� � / FLAGGED WETLANDS UNE
ABAON PLACE + 4e ® \ i tI/GVIATER
SCALE IN FEET
BANDNEDI EtANCCURRENT LANE
CUT AMAP SOURCES: 1] -EXISTING CONDITIONS
/
TERMINATED SEMETt FAPES ,( SURVEY, VAN'WATERS & ROGERS. INC.. SALEM.
WILL BE PWCCED AND .�� J ! /A N MA' PREPARED BY CML DESIGNS, INC., BOSTON,
J I MA, 5/11/97; 2]] 'FORMER HAMBLET & HAYES
FACILITY SITE REMEDIATIOW PREPARED BY VHB,
♦ J �J'
_ l G,. �::•/-'• `< T WATERfOIYN, MAY 7/13/05: 3] 'PIPING PLAN —
SALEM. MA — TANK FARM- PREPARED BY VAN
ABANDONED IN I ¢
\, ERS
WATERS & ROC , INC.. 10/13/97.
fAl WITH CON '� r t LDG H�� ` �\, \\_
Lid
YY WrY11rV EnpinwrtTtp SW..,.w.a. inc.
WATER UNE TO 6E CUT OF , WA SPRING V► E. MASSApRI5ET15 02081
(sos)
�) r
FOUNDATION AND r�uccED
a+ a �p (soB) eee-Dau
K NEW WATER SEANCE TO r\ i JOWL. TINE
JG I / INgUill D M 1riNG \ BUILDING '•� / -' SITE PLAN
APPROVED
02
COLONIAL ROAD
1
SALEM. MASSACHUSETTS
am UNIVAR USA. INC.
WE FEM
OLIN I M®® "'W AR SNAIL 1 6/7/10 2
WOVEN POLYPROPYLENE
SILT FENCE FABRIC
ATTACHED TO POSTS
ANGLE FIRST STAKE
TOWARD PREVIOUSLY NOTES:
LAID BALE
1. SILT FENCE SHALL' BE A MINIMUM OF 20 INCHES HIGH
WITH THE BOTTOM OF THE GEOTEXTILE KEYED INTO
FLOW — THE GROUND A MINIMUM OF 4 INCHES. POSTS
SHALL BE OF WOOD OR METAL AND A MINIMUM OF
i�(-.*>�• 48" IN LENGTH AND DRIVEN INTO THE GROUND A
MINIMUM OF 12".
BOTTOM OF 2. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED,
}-9 /� � ��.r{ -
SLOPE \ THE TEMPORARY EROSION CONTROL STRUCTURES ARE
TO BE REMOVED AND ACCUMULATED SEDIMENT
2'X2"X48" STAKES 1-1/2' DISPOSED OF IN A SECURE UPLAND LOCATION.
IN GROUND
;,,� /"1✓ - - 3. TO THE DEGREE PRACTICAL, SILT FENCE SHALL BE
•,1 ,s: >�'�����.- INSTALLED ALONG THE CONTOUR.
WIRE OR NYLON BOUND
• BALES PLACED ON THE
CONTOUR
ANCHORING DETAIL
A WOOD POST
WOODEN POSTS FLOyyOF
2"X2"X48" GRADE STAKES SL•
SILT FENCE HAY BALES SHALL BE INSTALLED g pY6
FABRIC ATTTO PCS TO SUPPORT SILT FENCE v ,➢VC.
IS EQ'
BACKFILL /
20" MIN. Fr
4" MIN.
`/ `, 4" MINIMUM EMBEDMENT
L_ T 7 Y A(_ '
EXISTING I j EXISTING GRADE
GRADE EXCAVATE TRENCH FOR 6" 25 SKIING STREET
FABRIC OVERLAP AND . . MMPaF, 02081
WOVEN POLYPROPYLENE BACKFILL NTH EXCAVATED (508) 868-om
SILT FENCE FABRIC A MATERIAL m�
ATTACHED TO POSTS .
ELEVATION SECTION A—A EROSION CONTROL DETAILS
COLONIAL ROAD
n SILT FENCE (TYP . ) SALEM. MASSACHUSETTS
aawr UNIVAR USA, INC.
NOT TO SCALE - - 7L o Z ruwre as rcuc
,ILw sM uwva+ saFll en/,o 3
CATCH BASIN FRAME
& GRATE
NOTE:
2-2'x2'x36' STAKES NYLON OR WIRE BALED HAY BALES SURROUNDING
PER BALE HAY OR STRAW CATCH BASINS ON PAVEMENT
A q'-0* A WILL, NOT INCLUDE STAKES.
ao
e OOOOO
oaooa
�i aoa0o
013000 SILT BAG
SECTION A-A
PLAN
n TEMPORARY HAY BALE AROUND CATCH BASIN DETAIL
J
NOT TO SCALE
DUMP STRAP -� N OF
PIPE POCKET TO ACCEPT UP TO 2' DIAMETER SCHEDULE ► l
"_� .W1�i
80 PIPE. PIPE IS INSTALLED TO FACILITATE THE HOISTING WATTU y
OF THE FILLED BAG FROM THE CATCH BASIN
u 1b X81
INVERSION STRAPS. ONCE REMOVED FROM THE CATCH BASIN,
ALLOWS WATER FLOW WHILE TRAPPING THE BAG IS HOISTED FROM THE INVERSION STRAPS TO EMPTY
THE CONTENTS TURNING THE BAG INSIDE OUT.
SILT, SAND, AND SEDIMENTS.
CONSTRUCTED OF HIGH STRENGTH WOVEN GEOTEXTILE
FABRIC. ALL SEAMS DOUBLE STITCHED WITH HEAVY
DUTY MARINE QUALITY THREADS. OF;s
hmmalNe Enghroaing SoMione Inc
u SPMG Srnar
NOTES: WNPOL& wSSAMUSEM 0=1
ws-
1. PRODUCT TO BE 'SILT SACK' MANUFACTURED BY REED AND GRAHAM, IIG"'
T=INC., SACRAMENTO, CA, OR APPROVED EQUAL
2. SILT BAG SHALL BE USED FOR PROTECTION ON ALL CATCH BASINS CATCH BASIN PROTECTION DETAILS
COLONIAL ROAD
n SILT BAG (TYP . ) SALEM, MASSACNUSETfS
1 T
cuw UNIVAR USA, INC.
NOT TO SCALE oANcw n en
JLW sM MW Sam 6/7/10