Erosion & Sediment Control Plan.C2.2A INSPECT/ON PROCEDURES & MAINTENANCE �- -- ------ — -------- ;
1.) DURING CONSTRUCT/ON, THE CONTRACTOR WILL BE RESPONSIBLE FOR INSPEC77NG AND MAINTAINING THE qlteC4todw
PERMANENT AND 7FMPORARY EROSION CONTROL FACILI77ES. ALSO, AREAS 7NA T HA VE BEEN SEEDED WILL BE
INSPECTED REGULARL Y AF1FR SEED GERM/NA 170N TO ENSURE COMPLETE COVERAGE OF EXPOSED AREAS FAC I L I TIES PLANNING, DESIGN & ENGINEERING
°
200 WILMOT ROAD
B� 2.) INSPECTONS OF ALL DEVICES SHALL BE COMPLETED WEEKLY AND AFTER EACH RAINFALL EVENT OF 0.5" OR DEERFIELD, IL 60015-4616
s� �"
GREATER. REPAIRS SHOULD BE COMPLETED /MMEDIA7FL Y UPON DISCOVERY OF DEF/C/ENC/ES
ull 3.) THE CONTRACTOR W/LL DES/GNA 7F A QUALIFIED PERSONS) TO PERFORM THE FOLL OWING /NSPEC77ONS.-
NOTE:
7 ;�3 T . _ T C ��� �T TO TF-i T
�` c.) STAB/L/ZA 77ON MEASURES- D/S7URSED AREAS AND AREAS USED FOR STORAGE OF MATERIALS 1NA T ARE _ ��!� i� I`�
k
EXPOSED TO PREC/P/TA77ON WILL BE /NSPEC7ED FOR EVIDENCE OF, OR THE PO7FN77AL FOR, POLLUTANTS ENTER/NG - �� ��' %Rll� ,4 � E DUC:ATI0�;THE DRAINAGE SYSTEM. AF7FR A POR77ON OF THE S/TE /S F/NALL Y STABIL/ZED, INSPECTIONS WILL BE CONDUCTED
DO p10 BY 7HE CONTRACTOR A T LEAST ONCE EVERY MONTH THROUGHOUT THE LIFE OF THE PROJECT. THE ENGINEER WILL
PROVIDE STORMWA TER POLLUT/ON PREVEN77ON /NSPEC77ONS SEPARA 7FL Y FROM 1�/E CONTRACTOR. /N ADDITION TO THE
,,O pp - -- -- ----- ----
/IbSPEC77ONS EXPECTED OF THE CONTRACTOR ABOVE, THE CONTRACTOR WILL BE RESPONSIBLE FOR ADHERING TO THE — --- ---
US POST 0FR6E Y = RECOMMENDA 77ONS OF EACH REPORT COMPLE7ED BY THE ENGINEER. DESIGNED BY:
;BBB SF.
j b•) S77?UC7URAL CONTROLS.• FIL 7ER FABRIC FENCES, ROCK CHECK DAMS, AND ALL OTHER EROSION AND
-- SEDIMENT CONTROL MEASURES IDEN77FIED /N THE PLAN, WILL BE 1NSPECIEO REGULARLY FOR PROPER P05/170N/NG,
Y- ANCHORING, AND EFFEC77VENESS /N 7RAPP/NG SEDIMENTS: SEDIMENT WILL BE REMOVED FROM THE UPS7REAM OR
r�: ® _ UPSL ORE SIDE OF THE F/L TER FABRIC AND CHECK DAMS. AS PART OF THE SWPPP ALL CONTOURS GREA 1FR THAN 3 1 c>K05
PER Sr NOY A ` � ARE REQUIRED TO RECEIVE AN EROSION CON7ROL BLANKET.
RETAIL Lo"LEW1 z � '�` CLOUGH HARBOUR & ASSOCIATES LLP
EMS77NO RETAKc.O`� a 0
SF " " - n �" CON DISCHARGE
MEASURES AI RE EFFECI7VE /N PREVFNTT/VG SIGNIFICANT A/M LL BE INSPECTED TO DE7FRM/NE WHETHER ERGS/ON 441 South Salina Street, Syracuse, NY 13202-4712
OUN7S OF POLLUTANTS FROM ENTERING RECEIVING Main:(315)471-3920 www.cioughharbour.com
B � �0 ` I \ WATERS. FOR:
� .
1�6wSF �\I d. CONSTRUC770N ENTRANCES. LOCATIONS Wh' R HDL PROPER TY GROUP, L L C` ExlsnNc PR1a�Ess �'� ) E E VEHICLES ENTER OR EXIT THE S/7F WILL BE INSPECTED FOR
KARS s EVIDENCE OF OFF-SITE SEDIMENT 7RACK/NG.
� EX1S7JtiVG RETAIL s. r " � -�� `_
24140 SF 99F ' ', :�.�' MISCELLANEOUS NOTES.•
r t;. a 4.) SED/MENT AROUND THE S/L T FENCING SHOULD BE REMO I/ED AS NEEDED TO MA/NTA/N THE FUNC770NAL/TY OF 1�/E
DEVICES.
1. ALL WORK SHOULD BE COMPLETED /N ACCORDANCE WITH
d d
m
°� Exls�avc PETER � Xi� m THE PROJECT STORMWA7FR POLLU770N PREVEN770N PLAN.
NARNS c \ 5.) ALL SEEDED AREAS SHALL BE MA/NTAINFO AS FOLLOWS
" _ t Z ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
'� a) IDEN77FY SEEDED AREAS WI7N STAKES 57PING AND BR/GH7Z Y COLORED FLAGGING. PROTECT SEEDED AREAS BE DESIGNED /N ACCORDANCE WITH NEW YORK STA IF
' /F/
C �� ✓ ON VEGETA T/ON HAS BEEN ESTABLISHED. STANDARDS AND SPEC CA 77ONS FOR EROSION AND
/'� '� � i SEDIMENT CONTROL.
b.) /MMED/A 7FL Y RESEED AREAS WHICH DO NOT ESTABLISH VEGETA 770
nNc N.
n :
I
HAMS I �PLUS
� c.) SUBMIT MAINTENANCE INS TRUC77ONS FOR FERTILIZING AND LAWN CARE.
_ 1
- -
r _ d.) A SOIL ANAL YSIS SHOULD BE DONE TO DE7FRM/NE THE TYPE AND AMOUNT OF AMENDMENTS THE SOIL MA Y
NEED IN ORDER TO ESTABLISH AND MAINTAIN ANY PERMANENT VEGETA 77VE EROSION CONTROLS.
A1c - - -
E
$251 SF. , - - - 6.) TO PRESERVE 77YE FUNC7701VALITY OF THE STORM WA7FR MANAGEMENT SYSTEM, 7HE OWNER OF THE PROPOSED
FACILITY SHALL COMPLETF THE FOLLOWING.-
m
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7HE /VSPECRONS WILL SE PERFORMED ON A MON7HL Y BASIS, OR MORE FRE0UEN7Z Y AS WEA 77/ER COND177ONS
/ m
r
m
WARRANT
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b.) COORD/NA7F THE REMOVAL OF ANY ACCUMULA7FD SEDIMENT WHIN THE
NS.CATCH BASI e F
� �� ;,"..-a�•..��\���,. ' ✓-"; � � y„�� 7.) THE OWNER IMLL ALSO BE RESPONSIBLE FOR MA/NTA/N/NG THE LAWN AREAS,• /N PARITCULAR 1NE LANDSCAPED
a � Z
__ AREAS OF THE SWALES.
0 69 B4$E1 ENT
14404 Sr I `���� • 8) ALL METHODS AND MA TER/ALS TO BE IN ACCORDANCE WI1N THE NEW YORK STA 7F STANDARDS AND
N S ,Nj'F
f RETAIL SPEC/FICA 77ONS FOR EROSION AND SEDIMENT CONTROL.
t f 2.$000 SF. `V ! 'A ASS A 7F,
,r
f EROSION & SEDIMENT CONTROL SPECIFICA T/ON
LL -
_ �_3Fs 1.) OWNER MUST FILE A NEW YORK STATE DEPARTMENT OF ENWRONMENTAL CONSERVA77ON (NYSDEC) NO77CE OF
INTENT (NOI) PERMIT GP-0-08-001 PR/OR TO COMMENCEMENT OF CLEAR/NG, GRADING, OR EXCA VA ON. PERM/1S
y FOR STORM WA7FR DISCHARGES ASSOCIATED WITH CONSTRUC770N AC77WTY MUST MEET ALL APPLICABLE PROVISIONS
�E ��� �` �� OF SEC77ONS 301 AND 402 OF THE CLEAN WA TER ACT (CWA).
1 I I 2. EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE PROVIDED PR/OR TO BEGINNING ANY LAND DISTURBANCE
61
1 r t ` �~� -- "� r__ AC77WTF5.. TH£ DEVICES PROVIDING PRO TEC77ON TO A GIVEN AREA SHALL NOT BE REMOVED UN77L THE LANDS IN
THA T AREA ARE STAB/L/ZED.
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1NTAI
P
w `
240OL7 SF.
3) NO D/S7URBED AREA SHALL REMAIN EXPOSED FOR MORE THAN 14 CALENDAR DA YS, EXCEPT FOR POR77ONS OF
f
THE SITE /N WHICH WORK WILL BE CONTINUOUS BEYOND 14 DA YS (/.E. THE BUILDING FOOTPRINT).
4) THE ESC PLAN SHOULD HA VE CONSIDERA 77ON GI VEN TO NE HALFWA Y BROOK STORMWA 7 R MANAGEMENT PLAN
~ems, 7HA T IS PROPOSED FOR THIS L OCA 770N.
I CONSTRUCT/ON SEQUENCE
e
� E � AFT41 / ! , 1.) INSTALL S/L T FENCE AS /ND/CA 1F0.
o
RML SF s 2.) INSTALL STABILIZED CONSTRUC770N ENTRANCE.
7,682 SF. r
I
1 ) DEMOLISH EX/ST7NG BUILDINGS AND S/TE FEA 7URES AS SHOWN ON DEMOL177ON PLAN.
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,
S
f
c.e ^ Pi°c MC 4.) ROUGH GRADE S(TF PER DESIGN. DISPOSAL OF ANY CONS TRUCTION MATERIAL ON-St IS NOT PERM/T7FD.
i 5.) ALL GRADED AREAS ARE TO BE SEEDED AND MULCHED FOR IEGETA77VE COVER /MMED/ATEL Y AFTER COMPLE770N.
<• ---- -- % __�_— REFER TO THE SWPPP FOR SPECIFICS ON THE SEEDING AND MUL CHINO SPEC/FICA 7701VS.
i >
�i - 1
— � — 6.) PROVIDE SILT FENCING AROUND PERIMETER OF STAGEDISTOCKPILED TOP SOIL AND OR 7EMPORAR/ Y
�A ! SWUM
— OF FILL. APPLY L STAGS-D PILE
..
::. -,� :. 2 a SEED AND MUL CH WI THIN 7 DA YS /F PILE /S TO REMAIN UND/STUBED FOR MORE THAN 14 DA Y5
-
S
C \
.. I.I.*.::::: '-.:::• `: , ''� 7. DURING GRADING OPERA INSTALL AND MAINT
::::�' :':.::._::. ........ ... . _ - FENCING AS SHOWN ON THE PLAN. SWALES/b/KES
W SHALL BE CONS7RUC7ED AS NEEDED DURING 7NE GRADING SILT
ON,
OF
........... _. • t z z Coma BMAKET av ALL
2
- _ m s
awra�s�� nrAN
v r � ; x' 8.) /N 77ES, STORM SEWER, UNDERGROUND STORMWA 1FR FACIL/77ES AND CURBING. ALL EXCA VA TED MA 7ERIAL
� STALL UIILI
°rBF �� SHALL BE PLACED UPSLOPE FROM TRENCH. TRENCHES SHALL BE BACKF/LLED1COMPAC7F0 AND STABILIZED WI7N
MULCH, IF REQU/RED, /MMED/A TFL Y AFTER BACKFILL OPERA 77ON
1 03-02-09 j NSD SITE PLAN REVISIONSv UP
F,N it / �0 � 9.) INSTALL INLET PR07FC77ON AROUND ALL STORM SEWER S7RUC7URES. 2 04-15-09 INSD SITE PLAN REVISIONS
o ,oG N 10.) CONSTRUCT ACCESS DRIVES AND PARKING LOTS
, - �= = 3 07-15-09 ; AMF SITE PLAN REVISIONS
c�15
\ �:- = =•7 °`$ 4 09-15-09 AMF SITE PLAN REVISIONS — ---
"_., - 1 COMPLETE FINAL GRADING AND WI7N 2 DA
, INSTALL PERMANENT SEED AND MULCH
1•) /N DAYS, �—,
5 10-20-09 AMF SITE PLAN REVISIONS
4 2
12•) WHEN ALL CONSTRUC77ON AC77WTY /S COMPLETE AND GROUND /S STABILIZE, REMOVE TEMPORARY EROSION —
,� , a. s�C F " `o CONTROL MEASURES AND RESEED ANY DISTURBED AREAS CREATFD BY THEIR REMOVAL.
DESCRIPTION
NO DATE BY RIPTION CONST
AREA snwE � � VISIONS
� � � RE
o � -
� CERTIFICATION AND SEAL
8 N
X, "- I � � 9crMIKE
1081
i
Y
0 - =7ESSI
Er FE7VQr(TYP.)
B.sx
WALGREENS STORE No. 11335
PROPOSED WALOREE S
NORTHWAY PLAZA
`L TOWN OF QUEENSBURY
SrA&ys i - s��� WARREN COUNTY, NEW YORK
z
37
w �� m
N � '►`�` _ 0 0 EROSION AND SEDIMENT CONTROL PLAN
�*9
�l � as aRo>FcnoN \ - •. (` � % � DRAWING NO.
CADDSCALE: 1 ' - 50
DRAWN BY:
VOID PLOT: NSD
- - DATES: 12/02/2008
� >�aaw r A4ANGE
a�P RELEASED TO
cayscnav fENc� i , CONSTRUCTION REVIEWED BY:
rnv a aws nav � � g�r,� rrP)e �
AcnHrr
---- - - - - - - - -- - JFT OF 28 DWGS._ �