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<br /> TEMPC)RARY EROSION AND SEDIMENT CONTROL NOTES: �
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<br /> 1. THIS SEDIMENTATION AND EROSION CONTROL PLAN IS INTENDED TO BE UTILIZED AS A GUIDE �
<br /> � T0 CONTROL THE TRANSPORTATION OF LOOSE SOILS FROM THE PROPERTY THAT CAN CAUSE -
<br /> WATE=R QUALITY AND NUISANCE PROBLEMS OUTSIDE OF THE CONSTRUCTION AREA.
<br /> 2. THE CONTRACTOR SHALL BECOME FAMILIAR WITN, AND CONFORM T0, CITY OF EVERETT ',
<br /> STO�MWATER MANAGEMENT MANUAL. '
<br /> 3. APPF�OVAL OF THIS EROSION/SEDIMENTATION CONTROL PLAN DOES NOT CONSTITUTE AN
<br /> APPF�OVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS,
<br /> . PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). - �
<br /> 4. THE IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN AND THE ' .,
<br /> CON:�I"RUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE EROSION AND
<br /> SEDIMENT CONTROL FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
<br /> CON;�TRUCTION IS COMPLETED.
<br /> w 5. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE . .
<br /> CON:�TRUCTED IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS ` '
<br /> TO I�JSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR �
<br /> VIOLf4TE APPLICABLE WATER STANDARDS.
<br /> 6. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM '
<br /> REQI)IREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD.
<br /> THE��E EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE UPGRADED AS NEEDED fOR
<br /> UNE>CPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT — LADEN WATER DOES NOT
<br /> LEAWE THE SITE. �
<br /> 7. THE EROSION AND SEDIMENT CONTROL FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
<br /> AND MAINTAINED PER SPECIFICATIONS. �
<br /> . 8. CON�TRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION, INSPECTION, MAINTENANCE,
<br /> AND REMOVAL OF ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. IN '
<br /> ACCCJRDANCE WITH THE CITY, STATE, AND FEDERAL REGULATIONS. RESPONSIBILITY WILL
<br /> CON�TINUE UNTIL PERMANENT OR LANDSCAPE IS COMPLETE.
<br /> 9. CHE(�K INLET AND OUTLET POINTS REGULARLY, ESPECIALLY AFTER MAJOR STORMS. THE INLET
<br /> SHOULD BE FREE OF UNDERCUTIING, AND NO WATER SHOULD BE GOING AROUND THE INLET. IF ,
<br /> EROSION PROBLEMS EXIST, ANY HOLES, RILLS OR GULLIES SHALL BE FILLED WITH SOIL, '
<br /> COM�'ACTED AND PROTECTED AS NECESSARY WITH APPROPRIATE MATERIALS SUCH AS '
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<br /> ERO:�ION CONTROL BLANKETS OR ROCK.
<br /> � 10. PLA��TIC SHEETING SHOULD BE VISUALLY INSPECTED EVERY TWO WEEKS AND AFTER EVERY � I
<br /> STOF�M FOR TEARS OR WEAK POINTS. b
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<br /> 11 . ALL CATCH BASINS AND CONVEYANCE LINES SHAL
<br /> L BE CLEANED PRIOR TO PAVING. THE '
<br /> EDIMENT LADEN WATER INTO THE DOWNSTREAM ,
<br /> _ CLEANING OPERATION SHALL NOT FLUSH S ,
<br /> SYS�'EM.
<br /> L EDIMENT BE ALLOWED TO ACCUMULATE MORE THEN ONE—THIRD THE I
<br /> NO TIME SHAL S
<br /> 12. AT ,
<br /> HEIGHT OF ANY SEDIMENT CONTRO
<br /> L BARRIER. '
<br /> . 13. WAS�TE MATERIALS AND SPOILS SHALL BE PLACED IN A STABLE UPLAND LOCATION ABOVE THE I
<br /> TOP OF BANK AND SHALL BE SUITABLY STABILIZED T0 PREVENT EROSION. - �
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<br /> Q 14. ERO:�ION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED DAILY TO ENSURE THEIR
<br /> C N�TINUED EFFECTIVENESS.
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<br /> W OSION AND SEDIMENT CONTROL UPON COMPLETION OF PROJECT. I
<br /> � 15.
<br /> CON�TRACTOR TO REMOVE ER
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<br /> ��' 16. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT
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<br /> � TRAt�KED �FFSITE.
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<br /> � 17. APPi�OPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS , ,I
<br /> � IF Th1E PROPOSED BMPS FAIL. I
<br /> � - 0 0 ,', I
<br /> � 1�. BAR�_ AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED F R N � ,,
<br /> � PLA�VS AI'PROVED
<br /> � MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS „ !
<br /> �.. '�
<br /> . � FROM MAY 1 THROUGH SEPTEMBER 30. , � �
<br /> � ,
<br /> PUB RVICES A E I
<br /> PUBLIC WORKS: ' I
<br /> � DRAINAGE DEPARTMENT �, I
<br /> ER ION
<br /> � 4 A PUBUC WORKS PERMI7 IS REQUIREDPRIOR ' 'iI
<br /> I � CITY ENGIIVEER TO STARTlNG ANY CON�TRUCTION ON THIS
<br /> ^ PROJECT. APPRGVAI FOR TtiIS PROJECT IS �I
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<br /> ' " O AND EXPIRES UN_ESS PERMIT ` ,
<br /> COND(TIONAL^s��NT STANDARDS '
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<br /> �OR CONSTRt1CTi N HAS BEEN ISSUED
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<br /> � DRAWING SCALES SHOWN
<br /> o BASED ON 22"x34" DRAWING ' _
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<br /> , Q PROJECT ENGINEER: SCALE:
<br /> , � �.F�S��-►ER PORT OF EVERETT °WG. N°.
<br /> � �zaNE EC-001
<br /> �, � .
<br /> Q� ��p� WASkI�f� DESIGNED BY: DATE: ,
<br /> . a ��' � �,�ffat� & �,��nO� ,��w ��¢ ��;�� �,, a.Pa-r-rERsoN 20� 5/0�/24 TERM I NAL RAI L U PGRADES ��P No.
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<br /> � 600 UNIVERSITY STREET g� ��'���� P H A S E � 1 -0—0 2 7—0 1
<br /> ,� ��,c DRAWN BY: CHECKED BY:
<br /> o� �E�� SUITE#610 � �`�'ss?io�'w w A.MANUZON S.GRAY
<br /> � SEATTLE, WA 98101 07 31 15 M&N ISSUED PER ADDENDUM �4 �, �'� ti� w PROJECT �
<br /> � � � �s GrsT�� �ti� TESC NC�TES No� MT—RR-2015-05
<br /> � P.O. BGX 538 206-622-0222 � 06/18/15 M&N ISSUED FOR BID AND CONSTRUCTION sI�N���� APPROV
<br /> ' EVERE'TT, WA 98206
<br /> q Ph: 425-259-3164 PROJECT N0. 8415-01
<br /> NO. DATE BY REv�s�otv 7 3, 75 ` SHEET NO. �� OF 33 I
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