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POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE
40
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
ON (CONTKW)
FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION.
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GRADE AND STABILIZE CONSTRUCTION ROADS.
0:
a.
CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE
1-1 2 Tb 2-1/2
DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
DEVELOPMENT.
1. CLEARING LIMITS:
MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D
85
OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
RECOMMENDATIONS.
A.
PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN 4.
RNM�
PETER PAOTECTiON:
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
90
IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT
INNDISTUR111111ED DURING PROJECT CONSTRUCTION SHALL BE
DELINEATED. AT A M0dMUM, CLEARING LMMT DELINEATION
A.
PERIIIETER PROTECTION TO FILTER SEDIMENT FOR SHEETWASH
7. SURFACE WATER CONTROL:
OFLOW iT :0
6 -IML
.r
FLAGGING SENILE BE PROVIDED AT THE EDGES OF ALL
,ci
SHALL BE LOCATED DOWNSLOPE OF ALL DISTUABED MEAS AND
SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30
DAYS.
m
a
SENSITIVE AREA, BUFFERS.
STAB LIZED AND BMPs' REMOVED IF E.
PROPERLY INSTALLED PRIOR! TO UPSLOPE GRADING.
A. SURFACE WATER CONTROLS AAE REQUIRED UNLESS NO OFF-SITE
V
r� ����� �� �L�
USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION
Z. KEEP THE GROUND COVERED:
B.
50 LINEAR! FEET OF SILT FENCE PER ACRE AND THE NECESSARY
DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
AT �. ,
�1
ED�IvaLErlr TO ATTACH FASWCTOPOWS,
..
STAI(ES TO HOLD THE FENCE IN PUKE SHALL BE STORIED ON
S. SENSITIVE ARIEA RlESTRICTIONS.
BLANKET
,'� �`�
A.
MNMNIMMZE THE AMOUNT OF EXISTING VEGETATION THAT YOU
SITE.
� �
25-30 LBS.,
1000-1 S00L.S5
Ste.UWED
CELLULOSE (PARTIALLY
COWAN GROWTH
MUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAE 5.
TIIAf'FiC AREA STMILIZAI'IiOiN.
A. PHASIMIG AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES
FIERS)
AND THEIR BUFFERS.
WOOD FIBER APPLIED
(BIRD'S) MUST BE EVALUATED FOR CONSTRUCTION A+CTMTIES
USE 90 GAL/ACRE TACKM FOR STEEP SLOPES LESS THAN
WITH HVIDPOSEE01RNG
ACHE;
2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1
OR ALONE
UNSURFACED DRIVEWAY ENTRANCES. ACCESS ROADS AND PARKINGNEAR
SUAFAMcE WATER'S..
BARK CHIPS
. OF 2 IN. DEPTH
DO NOT USE ON SLOPES STEEPER THAN 6%
WOOD CHIPS
TWAT WIN 12LBS
B.
ALL DISTURIBED AREAS SHALL BE COVERED ANO/OR MULCHEDA.
WITFNN 12 HOURS, IF THEY ARE TO ME"UNWOWED FOR
. OF 2 IN. DEPTH
AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STAlMLLZED
PREVENT
9. MAINTENANCE REQUIREMENTS:
WfOGEN Fq!" %JZ'ER/TON
HYDROSEED
USE MIN( RE
ADM
USE DOT SLOPE MMX FOR STEEP SLOPES.
MOPE THAN 7 DAYS FROM MAY 1ST TO SEPTEMIBER 3M.
TO MINIMIZE EROSION AND TRACKING MUD.
DURING THE MONTMS OF OCTO�R 1ST THROUGH APRIL 30TH,
B.
STAWL.IZ'ED COINSTRUCTION ENTRANCES ANCES WILL BE INSTALLED AS
A. LARGE PROJECTS WITHN IN SENSITIVE AREAS MAY BE
-
D15TUABED WAS MUST BE COWERED OR MULCHED IF LEFT
THE FIRST STEP OF CLEARING ANDGRADING.
REQUIRED BY THE CITY TO HAW A DESIGNATED ESC
UNWORKED WITHIN 2 DAYSSUPERVISOR
WHO WILL BE RESPONSIBLE FOR ESC REVIEW,
C.
CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL
VAIN ENIMNCE AND COMIPLMMINCE.
�--
C.
ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND
G A� IS REQUIRED TO TRAVEL THE
B.
W MAX�s W TROWH
CELLULOSE.
ENTIRE LENGTH OF
ESC WILL. BE INSPECTED A MINIMUM OF ONCE A WEEK DURING
THE AND
Ll
WET SEASON OTNII 24 FOURS OF SIGNWICA NT
&ACk-ffA. TWOMH;VAM
D.
AREAS NOT BEING WOWED FOR 30 DAYS OR MORE SHALL BE
D.
ROADS AND PAWING AREAS WILL BE STABILLZED IMMEDIATELY
STORMS (.5 INCHES/24 HOUR, OR WHERE RUN-OFF IS
T Si'MAY w�
VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER
WEATHER MAKES VEGETATION ESTAKOWNT INFEASSI.E. IF
AFTER THE INITIAL GRADING.
GENERATED).
THIS IS THE CASE, IT MUST STILL BE MORE PERIMAANEWXY
E.T
CONSTRUC ION ENTRANCES WILL BE STABILIZED WHEREVER
C. THE ESC SUPERVI4" MUST BE AVAILAKE, 24 HOURS, FOR
STANLIZED, USING METHODS SUCH AS BONDED FLIER MAT'RIXR1AP
1"RAF'F"IC WILL BE LEAAIMNG A CONSTRUCTION SITE AND
ID RESPONSE TO ESC PROBLEMS AND EMERGENCIES.
OR OTHER MORE STAKE BMP'S.
TRMIEL I NG ON PAAVED ROADS OR OTHER PAINED AREAS WITHIN
1,000 FEET OF THE SITE.
D. A 24-HOUR 1PHONE F
NLJIIBER OR THE ESC SUPERVISOR WILL BE
E.
SLOPES AND STOCKPILES 3H:1 V OR STEEPER AND MORE THAN
POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT
10 FEET OF VERT'IM RELIEF SHALL BE COWERED IF THEY ARE
F.
ANY SEDMMNENT THAT IS TRACKED ONTO PgAIMEMENT WILL BE
SITE.
UINWOAKED FOR MORE THAN 12 HOURS.
REMOVED IMMMIEDATELY BY SWEEPING. THE SEDIMENT
COLLECTED BY SWEEPING SHALL BE REMOVED OR STABN.IZED
10. FINAL, ST TKRs: PRIOR 0 FINAL CONSTRUCTION APPgOMAL,
F.
ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, ARID ARE
BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23.
ON-SITE.
THE FOLLOWING MUST BE MET:
1, CoNo"WoF USE
MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL
G.
IF NON -VICTOR TYKE SWEEPERS ARE USED, THE DEPOSITION OF
A. ALL DISTURBED AREAS OF THE SITE Will BE VEGETATED OR
AN ADEQUATE GROWTH IS ESTABLISHED.
OTHERWISE PERMANENTLY STABILIZED;
THESE SWEEPERS MUST BE AEIIOWED FROM SIDEWALKS AND..>E.T:ICM
1.1. Sit TF NM Y . �M� M�O� M� OF M STEM A . ,
kIMrP�NNI> M IPtP TT»MMT,1�►t.so M.4wWt,
GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
�` 00WE +tMIM R-oW MMT � C +'EM -T -MRO", � � dM `,$Y-� K�rKr� �.
G.
AREAS THAT ARE BEING HYDRO SEEDED SHALL HANE A
REMOVED OR STABILIZED ON -SLATE.
B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS,
TACKN'IER MIXED INTO THE HYDRO SEEP TO HELP STABILIZE
ETC. WILL BE REMOVED FROM SITE;
�. WSW � °�n�M y rs
MIXTURE ONTO THE SON..
H.
THE PMNEMENT SN�ALL NOT BE CLEANED BY WASHING STREETS.
z• r EXT � NW � THE S ` USS' SELM�. . A C OF T +tWM= �'A F
C. ALL PERMANENT SURFACE (MATER FACILITIES INCLUDING CATCH
AVAKAKE ON SITE.;
H.
ENOUGH COWER MATERIAL TO SUFFICIENTLY PROTECT ALL 6,
SEDIMENT RETENTION:
BASINS, PIPES, ETC. WILL BE CLEANED;
�
DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE
wam1p~mily f4woml "V14flow
BEGINNING Of THE WET SEASON.D.
A.
SEDIMENT RIETENTION IS REQUIRED UNLESS NO OFF-SITE
ANY OFF-SITE CATCH BASINS THAT REQUIRED PROTECTION WILL
l.Tmrcf`STJ"C ("-€�,a
DISCHIARGEIS AWICIPATED FOR THE SPECIFIED DESMGN FLOW.
ALSO BE CLEANED•, ARF?
3. DUST
CONTROL:
B.
SEDIIMEMNT RIETENTION FACILITIES WILL BE INSTALLED BEFORE
E. ONLY INFRASTRUCTURE OF THE SITE HAS BEEN
A.
T I T
DUST S 0 BE CONTROLLED ON THE CONSTRUCTION SITE.
DEVELOPEDF SUCH SNORT PLATS AND StjBtO1MISIONS, WITH
ZZ +' � � TH F� �� � � SE T :� � _H aF � . v ��t c� M�Uq&
BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT
A�'� � .� � "�� � .�
2. 3,d�t�MMM M� � M�#N�TA�L..M;� THE ��. �t.�. '�� TM�Y
B.
NATER TRUCK MIMRLL BE USED TO CONTROL DUST ON DIRT/GRADED
C.
N' SEDMM�NT RETEMITION FAMdLIT1E5 NEED TO BE REMNOWED
T T
PERMIT, HEN HE SENSITIVE AAFJ► BUFFERS, TRACTS, ANO
C � '. .
�_� � ANS � � TA�rc�L�+t l�Ms�+cFTWI�T Fe�c
AREAS ONLY.
FOR GAAtONMNG, ADDITIONAL PONDS/TRAPS/SYSTEMS TO
SETBACKS WILL BE CLEARLY MARKED.
� � . t .��M a> s � r 4t�.c WK" 0 arc uwr�� � 11
MSE
C.
H0 SITE RUN OFF IS TO BE GENERATED BY OVER USE OF
OMMODATE STORAIM CAPACITY NEED TO BE INSTALLED ON
SITE. THIS WILL BE DOW PRIOR TO REMOVAL OF EXISTING
CITY OF RENTON. DEVELOPMENT SERVICES STAFF IS AVAILABLE TO I11MNN51MER
TES STAB
WATERING.
FACILITY.ANYQUESTIONS
YOU MAY HAW MQUT EROSION AND SEDIMENT CONTROL AND
,�,n�
�.�. ;f .4KAL„ BE RE�
� �K E":
WET SfABILIZAT'ION MEASURES FOR PERMITTED ACTIVITIES IN THE.
IF'Mi�rtc.rM �Y � A,� nw + pari
D.
CONTROLLING DUST ON PANED ROADWAYS WILL BE DONE BY THE
CITY OF RENTON. PLEASE CALL 425-430- 7380.
Cf THE
N ��;CH, FIRAT t _.40W r►� & L 1e� � pI�H+ct ft s6 Aft A ASAL AM
�
USE OF A SWEEPER WITH WATER -,JET SPRAYERS. NO RUN OFF
FROM SPRAYERS SHALL REACH THE CATCH 8AI'SINS.
�_ j_"A �
o
s
W
1.
o
W
0
POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE
40
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
Y
FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION.
t=!1
Div
5.
W
U
6.
ii
O'-
cn
S.
GRADE AND STABILIZE CONSTRUCTION ROADS.
0:
a.
CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE
1-1 2 Tb 2-1/2
DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
DEVELOPMENT.
10.
MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D
85
OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
RECOMMENDATIONS.
11.
RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
10
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
90
IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT
CONTROL STANDARDS.
12.
COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS
OFLOW iT :0
6 -IML
.r
co
,ci
14.
SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30
DAYS.
m
a
DMIECTRONS. OVERLAP EDGES.
STAB LIZED AND BMPs' REMOVED IF E.
�
U.
V
u_
USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION
STRAIN BLAWET
Mm
W r
TO HIVADROSEED OR 1000 FSR WITH TACKIFIER.
SYNTHETIC FIBER
BLANKET
W
(MOOD FINER
� �
25-30 LBS.,
1000-1 S00L.S5
IF USED ON C1M1hCAL AREAS. OR STEEP SLMS, tOOtJBLE THE
CELLULOSE (PARTIALLY
COWAN GROWTH
NORMAL APPLICATION RATE. APPLY W/WMROMULCHER. NO
DIGESTED WOOD
FACTORS
TIE- DOWIN REQUIRED.
FIERS)
WOOD FIBER APPLIED
o
s
W
1.
o
W
0
POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE
40
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
Y
FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION.
t=!1
IIS�II
O
5.
W
U
6.
ii
c
cn
S.
GRADE AND STABILIZE CONSTRUCTION ROADS.
0:
a.
CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE
1-1 2 Tb 2-1/2
DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
DEVELOPMENT.
10.
MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D
85
OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
RECOMMENDATIONS.
11.
RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
10
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
90
IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT
CONTROL STANDARDS.
12.
COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
6 -IML
.r
co
,ci
14.
SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30
DAYS.
m
UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
DMIECTRONS. OVERLAP EDGES.
STAB LIZED AND BMPs' REMOVED IF E.
�
U.
u_
USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION
STRAIN BLAWET
Mm
000
TO HIVADROSEED OR 1000 FSR WITH TACKIFIER.
SYNTHETIC FIBER
Z
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W
w
N M
ci Z 2 Z
66407
N� (A w
Mo. PUS atoje
PUSUC WORKS'
D
j"H 2008
V CMMMM(
MATERIAL
1.
PRE -CONSTRUCTION MEETING.
2.
POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE
40
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3.
FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION.
4.
INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5.
GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6.
INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARMIER, ETC.).
7.
CONSTRUCT SEDIMENT PONDS AND TRAPS.
S.
GRADE AND STABILIZE CONSTRUCTION ROADS.
9.
CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE
1-1 2 Tb 2-1/2
DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
DEVELOPMENT.
10.
MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D
85
OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
RECOMMENDATIONS.
11.
RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
10
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
90
IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT
CONTROL STANDARDS.
12.
COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
6 -IML
STRAW, WOOD FIBER MULCH, COMPOST. PLASTIC SHEETING OR EQUNAWIALENT.
13.
STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14.
SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30
DAYS.
15.
UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
DMIECTRONS. OVERLAP EDGES.
STAB LIZED AND BMPs' REMOVED IF E.
PIM 214.08
# PBS. WORKS
Y MK
MATERIAL
x WE04T
x PURITY
x GEft"T10N►N
CHEWIVGS OR RED FESCUE
40
98
90
FESTUCA RUBRA VAR. COMMUTATA OR
9 CU YDS
3 INCHES
FOR SHORT SLOPES AND AROUND WOODY PUNTS & OAMMA X,.,.LS
FESTUCA RUBRA
SIZE
i
ANNUAL OR PERENNIAL RYE
40
98
90
LOLIUM MULTIFLORUM OR LOLIUM PERENNE
1-1 2 Tb 2-1/2
MISONI JMi OF 2 IN
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
REDTOP OR COLONIAL BENTGRASS
10
92
85
AGROSTIS ALBA OR AGROSTIS TENUIS
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
MATERIAL
WHITE DUTCH CLOVER TRIFOLIUM REPENS
10
98
90
DrA7W
CITY OF RENTON, NAVD 88
AWov*d by:
FML AA E
wk -
CITY OFF RENTON CONTROL AWovod by:
POINT NO. 1864 WAS HELD
FOR ELEVATION, BEING °"� by:
19.488 FEET (NAVD88) 16WOvod :
NCM -
ADDITIONAL EROSION CONTROL MIE/15URES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR.
LAAU ^B ANW& "J,&
4CTIM M.TEff"TfVffi
AMi
TM
1 J
C
K W
mBM
1�
C,FMNEL, SLAG, OR
WANED, 3/4--l-1/2'
9 CU YDS
3 INCHES
FOR SHORT SLOPES AND AROUND WOODY PUNTS & OAMMA X,.,.LS
CRUSHED STONE
SIZE
i
USE WHERE SUIINIECT TO FOOT TRAFIC. AIWOK. 2000 LRS/CU YD.
DI D, FREE FROM
75 -IMM M OR
1-1 2 Tb 2-1/2
MISONI JMi OF 2 IN
USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS
HAY OR STRAW
SEEDS M
2-3 SALES
Olt 90-120
DEPTH, GREATER ON
THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING
MATERIAL
STEEP AREAS OR NEAR
SP%kVMNG WH TACM VER ANO/OR KEPT MOIST.
PROTECTED MEAS)
PLASTIC SHEETING
6 -IML
ANCHIOR WITH SA ND04S OR TIMES ON 10 -FOOT GRID IN ALL
DMIECTRONS. OVERLAP EDGES.
,LUTE MAT, WMOiVEN
N/A
N/A
USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION
STRAIN BLAWET
TO HIVADROSEED OR 1000 FSR WITH TACKIFIER.
SYNTHETIC FIBER
BLANKET
(MOOD FINER
GREEN SHOULD
25-30 LBS.,
1000-1 S00L.S5
IF USED ON C1M1hCAL AREAS. OR STEEP SLMS, tOOtJBLE THE
CELLULOSE (PARTIALLY
COWAN GROWTH
NORMAL APPLICATION RATE. APPLY W/WMROMULCHER. NO
DIGESTED WOOD
FACTORS
TIE- DOWIN REQUIRED.
FIERS)
WOOD FIBER APPLIED
115 TONS PER
USE 90 GAL/ACRE TACKM FOR STEEP SLOPES LESS THAN
WITH HVIDPOSEE01RNG
ACHE;
2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1
OR ALONE
BARK CHIPS
. OF 2 IN. DEPTH
DO NOT USE ON SLOPES STEEPER THAN 6%
WOOD CHIPS
TWAT WIN 12LBS
. OF 2 IN. DEPTH
DO NOT USE ON SLOPES STEEPER THAN 15X
(HOG FUEL)
WfOGEN Fq!" %JZ'ER/TON
HYDROSEED
USE MIN( RE
ADM
USE DOT SLOPE MMX FOR STEEP SLOPES.
S.
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S�ONA L E
�- za- X�$-
IKEA PROPERTY INC
420 ALAN WOOD ROAD
EN, PA 19428
CONTACT: DWIG IT E. SLATtON
CtONS1FNI Y M MANAGER
P- (610) 934 -sift t:ELL 30-50-4123
N CONSULTING ENGINEERS
19215 72ND AVENUE SOUTH KENT,
WA 99032
COWACT: JAY GRU88, PE
(425)251-6222
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