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JEP F/ L E NUMBER 64 - 545
tea
AS BUIL T PLAN
LEGEND JEFFERSON AVENUE
J,,J � ExI srING sPor EL Em rioN 63 //2 JEFFERSON A VENUE
® ® C4 rCH BAS/N
SALEM ,, MASSACHUSETTS
CURB SCALE. I "= 20 ' JANUARY 9, 20/4
—X— CHAIN LINK FENCE
PARSONS AND FA/A !NC
=' EDGE oFB/rUM/NOUS 60 LEWIS STREET
tkt° WErL ANDS L YNN , MASS.
o DOWNSPOUrs --
O 20 40 60 BO /00
, A"
CHARLES
D.
FAIA
No:3016
►��SURV ���•`
-,/2" SQUARE WOOD POST 6' EROSION CONTROL NOTES
/ TO 0' ON CENTER 1) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ®r SLB GrOup,LLC
WRAP ATTACHMENT CORD ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATORY REQUIREMENTS.
-x-10,7 AROUND POST TWICE ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO St Thompson Court
27' WIDE COMMON Stoughton, MA 02072
DRIVEWAY EASEMENT FINISH GRADE ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 781.686.2489
� t �T
/ 4 \
STA
HAY K BALE - 0 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ADDITIONAL CONTROL
`P \ MEASURES DURING CONSTRUCTION AS REQUIRED (TO PROTECT ANY ADJACENT
Bury silt fence UNDISTURBED AREAS).
6" min dee
�• �T� �i)� �� P .
+114 � \ �Y%Y%Y�Y - 3) SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN
� A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR
SILT FENCE REGAINING SEDIMENT OVER 1/3 THEIR HEIGHT SHALL HAVE THE SEDIMENT
\ NOW OR FORMERLY BURY POST 3' DEEP REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED.
� � � � A HUGH REALTY TRUST
+10.8/ \i\ e�. �\ \ \ 4) THE CONTRACOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
i
EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE pp INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES
ENGAGED ON THE COAND+11,3 +108 a \ \ \ HAY BALE & SILT FENCE DETAIL PLAN, AND NOTIFYING NTHEUCTION PROPER TOWN AGENCYSITE OF THEQOFRANY NTRANSFER BOFCTHISS OF THE
+12.5 \ \ / RESPONSIBILITY.
CO `�. \ N.T.S.
J /' 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND WIND
f It / ,'` EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL SHALL INCLUDE,
P,9+1 13 +12 \ , \ BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS.
CO \ \ CONTRACTOR SHF,LL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT
Q Y CAC. �` \ ROADWAYS.
\
3/
Q 1
o � 63- 1 ? 1 � �., / ? .,O• � \ 6) IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN 21 DAYS AFTER LAND
DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO
TWO STObY +11.4 w
°O = METAL FRAME / / ") \\ �, " \ STABILIZE SOILS 14 DAYS OF LAST DISTURBANCE
ati BUILDING l ONE STORY / � A \ \ �� , � � 6/T CON \ V � 7) IF A DISTURBED AREA WILL BE EXPOSED FOR GREATER THAN 60 DAYS, PERMANENT
�� F.F.F.- 12.9-1- l METAL FRAME �� � � C \ V GRASSES OR OTHER APPROVED COVER MUST BE INSTALLED. � � ►� W
l BUILDING / \
/ V i GRASS a ! TO BE REMOVED \ 8) IN DISTURBED AREAS, 6 THE SURFACE MATERIAL E NOT SUITABLE FOR THE GROWING W
+11.5 SE MINIMUM 0 M I RED.
+10.8 Qv "! FAG
1� OF ED A U F 6 INCHES OF LOA WILL BE REQUIRED.
W
J _p' POLE BTO \ 9) THE CONTRACTOR MUST KEEP ON SITE AT ALL TIMES ADDITIONAL HAY BALES AND r�
/ RJ�/ ICE Cp SILT FENCE FOR THE INSTALLATION AT THE DIRECTION OF THE ENGINEER OR ✓
•�1 ,8 �I �� � ,I X00 / ��A/SETS � ,`�� �/, REMOVE HAIN LINK FENCE CONSERVATION COMMISSION TO MITIGATE ANY EMERGENCY CONDITION. F-I 01
Q CONC. PA.D' / 10) DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE
��1
m QQ 4 \ a +11.2 I r ROOF DRAIN CLEANOUT i(TYP.) CONTRACTOR AND MUST BE HAULED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, U H
�I pAR �: STATE AND LOCAL REQUIREMENTS. O Q QI
k/ / REPLACE EXISTING FENCE TO CORNER
rJ I "° d / SPgCFC ORERy "'F12•7 / 11) DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE CONTAINED AND PROPERLY
LqP/OC // �� . /STOR DISPOSED OF. Q
% Cqo� 8/r / QG'E ), _ " U a W W
l O •}12,1 B�>� / +12.5 ° PRO CO,� 1 J, 12) LIMITS OF WORK SHALL BE MARKED IN THE FIELD PRIOR TO THE START OF 6
N� p i Pps -V CONSTRUCTION.
l /
CO/VC NG / O +11.4 { O l w
/INSTALL TEMPORARY NC. �� �Cc - z r �� / / 13) SEE CONSTRUCTION PERIOD POLUTION PREVENTION PLAN FOR ADDITIONAL MEASURES. a F W
CATCH BASIN FILTER - - m , .o ` r8, 14) SILTATION BARRIERS AND ACCUMULATED SEDIMENTS SHALL BE REMOVED AT THE
F� C74Cj,
/ d +105```V( � l / COMPLETION OF OF CONSTRUCTION AND DISPOSED OF IN ACCORDANCE WITH
-1 i ZZ ii l APPLICABLE REGULATIONS.
e/T A --------x IO 15) NO ROCK SALT SHALL BE USED OR STOCKPILED WITHIN 100 FOOT OF RESOURCE AREAS. W O N
+11.5
I, 1.T CO/VC 2" CONDUITS -fir � � � \ /� / N Qj
+11.7 / ///+11.4 _ n -F11." O ELEC.GATE �' C.O. a ~
HAY BALES/SILT FENCE WF A16 N
i # \ r^ Q M
1 la PROPOSED GRATE
21'-4" GATE /i REMOVE AND REPLACE M FSI
/ / +1 / / EXISTING CATCH BASIN, �yF#A15 POLYPROPYLENE "Boo
INC
+11. I / +10.4 q ID o MAINTAIN EXISTING RIM
m SMH �N r TEMPORARY STAGIN / 0�� e -
+11.2 STOCKPILE AREA I F� a j AND INVERT ELEVATIONS / FINISH
GRADE
B?T INSTALL AND MAINTAIN CATCHBASIN
F / '
67 ' ccF / �� +10.� �� �� l / l CON
l O / TEMPORARY CATCH BASIN WFf/A14 D I III II_ _ 7
,G / L-II III III �II�L
+11.4 1 I 0 FILTER/ /
A / / l CATTCCH8 EASL1 10 //� CONSTRUCTION
VA,
OF
0
+ / s�
.O / RIM-9.54 +9.8 / �N B MIN. OVERLAP II9 STAMP:
FILTER FABRIC
°a W /" \ �� SIH d C (MIRAFI 140N OR
+11.9 �� GRAVEL / !• I / ; / INV 7.64 �/ \ F#A 13 TECHNICAL SPECIFICATIONS. HII 'I APPROVED EQUAL)
I / / / STREAMGUARD TYPE 11-S OR EOUIVALEN" "II PERFORATED PIPE
/ GRAVEL / 1-, CONSTRUCTION MATERIAL. NOK PJ POLYPROPYLENE e
/ S 'ACED LOCATION INSTALL TEMPORARY hjp s oPE = 0 005
+ 12 // / O CATCH BASIN FILTER MAXIMUM OVERFLOW RATE: >20C GPM I L ►►►►AA.�
F CHANNEL LINE /// - 1/z" - 3/4" CRUSHED ►
WF Al2 PIPE 0 ZNOFfd 4
# MAXIMUM FILTRATION RATE: >50 GPN (TYPE-S) STONE �pV gSgq
+11.5 �( / I / FCP ( ' \ / ABSORBENT MATERIAL: POLYPRODYLENE -I a, _
/ Q. 1\// MAXIMUM FILTRATION RATE: >5-8 GFM (TYPE-O) •., 11_11�1 • STEVEN Gu,�
.7 nI II �I ♦ R
BOOT ADAPTER DIMENSIONS. 36"x36" 6" LFIII-i ° II IIT L. -" ►
IO / m d1 [Fill- . � BERNSTEIN � ►
---.' _ 1,85.5 + �' NOMINAL DEPTH 18'• II�IIII 4 ►
o WF A11 - ffl�R IIII IIH��II i ii III D I -Ills A o N0. 28283 ¢
_ # III-II�IH X11-III �L1�1 9 ►
r
a BIT. CONC. i / 1 '�'9.8 BE TRIMMED TO SIZE FOR IHII-= -rr - -
/ 7 F g// FENCE TO REMAIN NEAT APPEARANCE. coMPAGreo suecRADE
z CO? BOOT ADAPTER MAY � VIII :III���II gFGIcTE
z4'
�. o� PORTABLE RACKS TO BE war. • /Z
/ TEMPORARY CATCHBASIN FILTER PERFORATED UNDERDRAIN
m //` R WF#A9 RELOCATION DURING
CONSTRUCTIOM NOT TO SCALE NOT TO SCALE
NOW OR FORMERLY GRAVEL DATE:
OLIVE REAL TRUST �` ��a���°o� W i �' " �;I i' wF#As SEPTEMBER 13, 2012
f // NOW OR FORMERLY
7 NEW ENGLAND POWER COMPANY
o +8 7 REVISIONS:
OUTLET -� I NOTES.
1. ALL SECTIONS 3. JOINT SEALANT BETWEEN
CLEAN OUTLE O \\ 1 (��� WF#A7 SHALL BE DESIGNED PRECAST SECTIONS
!- /( FOR HS-20 LOADING SHALL BE rq
f ,' X45 I "` NEW 6' HIGH CHAIN LINK FENCE PREFORMED BUTYL RUBBER. pj
},.,. •.•^�L j 2. PROVIDE "V" KNOCKOUTS E"I
SITE W / 9 i j. FOR PIPES WITH 1" MAX. 4. CATCH BASIN FRAME SHALL BE
(MIN.) ^^ ') I / CLEARANCE TO OUTSIDE SET IN FULL MORTAR BED. ADJUST N
2kOF PIPE. MORTAR ALL TO GRADE WITH CLAY BRICK Q
WF#A[
2j-0" PIPE CONNECTIONS. AND MORTAR.
1 (S 8" SQUARE (2 BRICK COURSES
r ('
PAVEMENT
t I MIN. 5 BRICK COURSES MAX.)
l ! /
" 10 EXISTING ' ---;. 7 WF#A,r7 CONCENTRIC CATCH UI BASINOR DOUBLE
DETENTION AREA
CONE BECTON Z
SITE PLAN VIEW \ SEE ALT.' SEE NOTE 3 U Q
* s�' ExISTNc THOROUGHLY INSPECT, CLEAN 4 / STABILIZE ENTIRE PILE a'-o"
.1 PAVEMENT AND PERFORM ANY REPAIRS �•76 ) WITH VEGETATION OR SILT FENCE EN1fRLNCHED DIA ounEr
1111-III=FABRIC / T T 1 I WF#A4 / COVER 6" INTO SOIL -� RISER Hoop-, 1-7
ul FILTER--1HHH���Eeee /�� MOUNTABLE AND UNDERDRAIN SYSTEM / BAs IREao FU4
b INVERT DIA. VARIES
2 - 3" CRUS BERM OUTLETS KWF#A_3
USTONE CROSS SECTION y�yNOTES: NON-SHRINK
1 ENTRANCE WIDTH SHALL BE A TWENTY FIVE (25) FOOT MINIMUM BUT NOT LESS THAN THE - MONOLITHIC 4' MIN, GROUT
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS - BASE SECTION 12
/ SEE NOTE 1 NR GRAVELOMPACTED ^
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT 'RACKING ' F-1
I OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY THIS MAY REQUIRE PERIODIC - \ q��
TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR APPROXIMATE LOCATION OF ��- -IR ' i -III COMPACTED
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, SUBGRADE Q
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOLD EXISTING UNDERD RAIN OUTLET 'z
IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANC._ �"-�
SHALL BE PROVIDED As NEEDED. BASED ON DESIGN DRAWINGS 1 WF#A2 /
BY PARSONS AND FAIA INC., /) `t� /
CATCH BASIN WITH DEEP SUMP AND HOOD �-� DRAWN BY: zJ
STABILIZED CONSTRUCTION ENTRANCE TYPICAL (s) � CHECKED BY: SLB
NOT TO SCALE 11 F#A1 /l NOT TO SCALE
SCALE: AS NOTED
1 INSTALLATION NOTES:
7. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
l 2. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED TITLE:
1 / WITH SILT FENCING, THAN STABILIZED WITH VEGETATION OR COVERED.
RECORD EOWNER:
E REALTY RUST SITE
GRAPHIC SCALE SOIL STOCKPILE AREA NOTE: 63-1/2 JEFFERSON AVENUE
SALEM, MASSACHUSETTS 01970 PLAN
NOT To SCALE NO NET INCREASE IN THE RATE OR VOLUME OF RUNOFF DUE
TO THE PROPOSED ADDITION AND IMPROVEMENTS. DEED BOOK 15760, PAGE 55
0 10 20 40 80 DEED BOOK 23710, PAGE 279
SCALE 1"=20'
SEE "RECORD PLAN" , DATED AUGUST 24, 2012 PREPARED BY EAGLEBROOK ENGINEERING &
SURVEY, LLC FOR ADDITIONAL NOTES, REFERENCES AND LEGEND.
SHEET No. 1 OF 1
1-1/z" SQUARE WOOD POST 6' EROSION CONTROL NOTES (�) PSLB Group, LLC
TO 0 ON CENTER `J 14 Thompson Court
1) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN
WRAP ATTACHMENT CORD ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATORY REQUIREMENTS. Stoughton, MA 02072
+10.7 AROUND POST TWICE ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO 781.686.2489
27' WIDE COMMON FINISH GRADE ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION.
DRIVEWAY EASEMENT
F \ \ HA KEBDALE -t0 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ADDITIONAL CONTROL
\ MEASURES DURING CONSTRUCTION AS REQUIRED (TO PROTECT ANY ADJACENT
+1 \ Bury silt fence UNDISTURBED AREAS).
\ 6" min deep
\ all, A 3) SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN
+11. wowA MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR
I \ \ SILT FENCE RETAINING SEDIMENT OVER 1/3 THEIR HEIGHT SHALL HAVE THE SEDIMENT
\ NOW OR FORMERLY BURY POST 3' DEEP REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED.
h HUGH+10.8 \ +11.3 GH REALTY TRUST,,.�• \ 4) THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE
INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES
WGENGAGED ON THE+1 \ \ HAY BALE & SILT FENCE DETAIL PLAN, AND NOTIFYING NTHEUPRO ER TOWNCTION SITE GENCYTHE QOFRANY rTRANSFER OF THS AND IS
OF THE 1.3 +i 6 T +12.5 \ \ \ /
N.T.S. RESPONSIBILITY.
J CONC
\
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND WIND EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL SHALL INCLUDE,
�= Bn+1 1.3 +12. // \ BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS.
CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT
ITQ� • CO/VC. \ \ ROADWAYS.
I y Q� 63- 112371.311,4C, \ 6) IF FINAL G?ADING IS TO BE DELAYED FOR MORE THAN 21 DAYS AFTER LAND
Ge / \ DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO w
V' TWO STORY l +11.4 \ STABILIZE SOILS WITHIN 14 DAYS OF LAST DISTURBANCE
Q o METAL FRAME l Bit. \ \ H
,Q S/GN O s BUILDING l ONE STORY / CONC \ 7) IF A DISTURBED AREA WILL BE EXPOSED FOR GREATER THAN 60 DAYS, PERMANENT
METAL FRAME l // ` \ \ GRASSES OR OTHER APPROVED COVER MUST BE INSTALLED.
F.F.F.=12.9f
1 ? l BUILDING TO BE REMOVED \ 8) IN DISTURBED AREAS, IF THE SURFACE MATERIAL IS NOT SUITABLE FOR THE GROWING W Fy
Q/ (� GRASS / �&/ \ *!r- \ OF SEED, A MINIMUM OF 6 INCHES OF LOAM WILL BE REQUIRED. W
+10 +11 QJw POLE j �F�jFLA �O/ ST�A'4 _ / \ \ SILT THE
CENFOR CTOR MUST KEEP ON THE INSTALLATION ATSITE THET ALL TIMES DIRECTIONOFADDITIONAL HAY THE ENGINEER ORLES AND � � W 0
[,`, �1 2 00 Co
C��� �/, REMOVE HAIN LINK FENCE CONSERVATION COMMISSION TO MITIGATE ANY EMERGENCY CONDITION. �I I�j
`1 / (F / 10) DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE H �aI �j
P CONC. PAD +11.2 ROOF DRAIN CLEANOUT (TYP.) CONTRACTOR AND MUST BE HAULED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, �" U 0 �4 H
,qR ?O �• STATE AND LOCAL REQUIREMENTS. O A A Q
Ce G, 01Z.0 N +12 �/ Ze ' /' REPLACE EXISTING FENCE TO CORNER 11) DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE CONTAINED AND PROPERLY C,/�
CB +11.4 \ G //STORgG DISPOSED OF.
+12 1 p�OSC4PF // +12,5 \ NPROP COy f OyTq/N 12) LIMITS OF WORK SHALL BE MARKED IN THE FIELD PRIOR TO THE START OF w p W ^
0 CONSTRUCTION. W W
�o B/T• CO SP FFG // o z +11.4 F�OSp 13) SEE CONSTRUCTION PERIOD POLUTION PREVENTION PLAN FOR ADDITIONAL MEASURES.
INSTALL TEMPORARY NC AC m mo / OR F k 14) SILTATION BARRIERS AND ACCUMULATED SEDIMENTS SHALL BE REMOVED AT THE
CATCH BASIN FILTER // N 12 ` +10.5 �FV( `'✓ 8 AQ / COMPLETION OF
REGULATIONS.OFCONSTRUCTION AND DISPOSED OF IN ACCORDANCE WITHAPPLICABLh�-1
+ a 12 / �' 0 ` IT N 15) NO ROCK SALT SHALL BE USED OR STOCKPILED WITHIN 100 FOOT OF RESOURCE AREAS. W O N
+11.5 / CO&C i2" CONDUITS /
+11.7 +11.7 / +11.4 - 0 +11.40 ELEC.GATE C.O. .-
/ WF#A16 N Q M
+11.1 // % 11 s l�P) � � r +9 / � / r\-1 �, 11C
/ - - - 21'-4" GATE % // /
/ ' I 1 I +10. / / +10/10 0. ' 7< WF#A15
0 SMH 1 +11 TEMPORARY STAGIN OCT
R=11.4 EOP 11.2 STOC PILE AREA F�/ o B/T STABILIZED CONSTRUCTION ENTRANCE
11.61 CLF / +10. / l l CONC HAY BALES/SILT FENCE
GGpQ •� � / l �`WF#!A14 NOT TO SCALE
+11.4
GGM CATCH 10 / PROPOSED GRATE
WG o o / RIM=9.54 +9.6 ' s� / STAMP:
/ w / INV=7.64 tl WF#A13 POLYPROPYLENE eoor
+11.9 GRAVEL / /
/ / AA
GRAHY . '' // Q $ AILED LOCATION VEL o / INSTALL TEMPORARY '�.:;: CATCHBASIN p�SNOFldggs4��
+ 1;� / F CHANNEL LINE z CATCH BASIN FILTER XyyF#A 12 � ' o��o EN c�Gw•
/ U
On
+11.5 +9.7 /
UP , o NON2828STF13 ¢ i
? Q
1 5.5f / p Q Q I �WF#AII TECHNICAL SPECIFICATIONS: • FSFGISTEP
/ z +9'8 F (STREAMGUARD TYPE 11-S OR EQUIVALENT)
a BIT. CONC. / FENCE TO REMAIN CONSTRUCTION MATERIAL: NONWOVEN POLYPROPYLENE
W / +9.7 N / MAXIMUM OVERFLOW RATE: >200 GPM
XWF#A9 PORTABLE RACKS TO BE RELOCATED DURING CONSTRUCT MAXIMUM FILTRATION RATE: >50 GPM (TYPE-S)ABSORBENT MATERIAL: POLYPROPYLENE
oMAXIMUM FILTRATION RATE: >5-8 GPM (TYPE-0) DATE:
/ NOW OR FORMERLY U GRAVEL 4���G �' / BOOT ADAPTER DIMENSIONS: 36"x36"
OLIVE REALTY TRUST / J � LA, WF#A8 NOMINAL DEPTH 18" SEPTEMBER 13, 2012
NOW OR FORMERLY NOTE
LA NEW ENGLAND POWER COMPANY BOOT ADAPTER MAY BE TRIMMED TO SIZE FOR A
i 00 O .7
NEAT APPEARANCE.
�,�o +6.7 / REVISIONS:
OUTLET TEMPORARY CATCHBASIN FILTER
CLEAN OUTLE )<WF#A7
NOT TO SCALE W
+9 +6.5 / NEW 6' HIGH CHAIN LINK FENCE F�
A
4.6.4 �WF#A
STABILIZE ENTIRE PILE
/ WITH VEGETATION OR SILT FENCE ENTRENCHED
EXISTING WF#A5 COVER 6" INTO SOIL
DETENTION AREA ZO
THOROUGLY INSPECT, CLEAN F,
AND PERFORM ANY REPAIRS +7.6 NOTE: PLO
TO EXISTING DETENTION AREA / WF#A4
NO NET INCREASE IN THE RATE OR VOLUME OF RUNOFF DUE TO THE U
/ PROPOSED ADDITION AND IMPROVEMENTS. W
WF#A3 Q i
/ -- - I
/ 0
wF#A2 z'
DRAWN BY: ZJ
INSTALLATION NOTES:
F#A1 CHECKED BY: SLB
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
RECORD OWNER: SCALE: AS NOTED
2. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL ESURROUNDED R.T.D NOMINEE REALTY TRUST
WITH SILT FENCING, THAN STABILIZED WITH VEGETATION OR COVERED.
63-1/2 JEFFERSON AVENUE
SALEM, MASSACHUSETTS 01970
SOIL STOCKPILE AREA DEED BOOK 15760, PAGE 55 TITLE:
NOT To SCALE DEED BOOK 23710, PAGE 279 SITE
GRAPHIC SCALE V
PLAN
0 10 20 40 80
SCALE 1"=20' SEE "RECORD PLAN" , DATED AUGUST 24, 2012 PREPARED BY EAGLEBROOK ENGINEERING & S- 1 1
SURVEY, LLC FOR ADDITIONAL NOTES, REFERENCES AND LEGEND.
SHEET No. 1 OF 1