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o , EROSlON C�NTRC�L N�T'ES:
<br /> STEE� POST T DISTURBEG AREA 2 1. THE IMPLEMENTATION OF THESE. TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 12. WHERE STRA�lU MULCH FOR TEMPORARY EROSION� CONTROL IS REQUIRED, IT SHALL BE
<br /> � �� REPIACEMENT AND I:PG�ZADING OF THESE TESC FACILITIES IS THE RESPONSIBILIlY OF APPLIED AT A MINIMUM THICKNESS OF 2 INCHES.
<br /> FILTER FABRIC ON 2"x4" 14 � '
<br /> GAGE WELDED WIRE FABRIC 3 TYP ^ Z THE CONTRACTOR U(��lL ALL CUNSTRUCTION IS APPROVED.
<br /> z 1 �_ 13. THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE TESC SUPERVISOR. THE TESC
<br /> � � � 2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CI._EARLY SUPERVISOR SHALL BE RtSPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC
<br /> NEWL.Y GRADED ON - -
<br /> o� � � �\� _ z� � �\ \\ �\ \\ �\��� � FLAGGED IN THE FIEL7 PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, MEASURES AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO T�SC.
<br /> DISTURBED SITE o \\ ��\,\\/ � � /\/\/�\//\//\/�\/ �
<br /> ,/ � � /�//�/� NO DISTURBANCE BEY`OND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED THE THE TESC SUPERVISOR MUST BE AVAILABLE FOR RAPID RESPONSE TO TESC Pf�ODLEMS.
<br /> � 3 TYP. y\ , /,,/ \�r`� FLAGGiNG SHALL BE MAINTAWEC� BY THE CONTRACTOR F�R THE DURATION OF THE CONTRACTOR WILL PROVIDE THE PUBLIC WORKS INSPECTOR THE NAME AND PHONE
<br /> .�I i i r a�� : �'.� �' ,// 2, i //
<br /> CONSTRUCTION. NUMBERS TO REACH THE TESC SUPERVISOR AT ALL TIM .
<br /> N
<br /> '- � � � �� ��
<br /> r 3. THE TESC FACIUTlES SHOWN ON THIS PIAN SHALL BE CONSTRUCTED PRIOR TO ALL 14. SHOULD TESC MEASURES NQT BE PROPERLY INSTALLED AND MAINTAWED, THE P B
<br /> CLEARING AND GRADlNG ACTIVIT�ES, AND IN SUCH A MANNER AS TO WSURE TH�T WORKS DEPARTMENT MAY STOP ALL WORK NOT PERTAINING TO THE CORRECTION OF
<br /> g" � 3 INTERCEPTOR DITCH DETAIL SEDIMENT LADEN WATER DOES NOT ENTER THE DRAWAGE SYSTEM OR VIOLATE TESC PROBLEMS UNTIL TESC lS RETURNED TO THE PROPER OPERATION.
<br /> BACKFILL AND -"' APPLICABLE WATER STANDARDS. �
<br /> COMPACTED � C1 .3 NOT T� SCALE 15. ALL PERiMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br /> SECTION A-A 4. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS fNSFECTOR PRIOR TO INITIATION
<br /> NON-WOVEN SPUNBOUND WIRE RINGS (TYPICAL) ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TES� OF CLEARING AND GRUBBING OPERATIONS.
<br /> FILTER FABRIC - MIRAFI FACiLITlES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATIONS OF DITCHES
<br /> 10C?X OR ENVIROFENCE 2"x4" 14 GAUGE WELDED AND SiLT FENCES, ET�C.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 16. NATURAL VEGEfATION SHALL 8E ' MAINTAINED FOR EROSION AND SEDIMENT w;ON�TR�L
<br /> A
<br /> WIRE FABRIC �� �� WHERE POSSIBL .
<br /> � 5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAWED ��. A�L TEMPORARY EROSION AND SEDIMENT CQNTROL BMPS SHALL BE MAINTAINED IN A
<br /> � AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
<br /> SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
<br /> V U ` ' ) - ��� . . . �
<br /> � � �� % 6. ANY AREA STRIPPED JF VEGET�TION, INCLUDING ROADWAY EMBANKMENTS, WHER� NO COMPLETED, PERMANENT DRAINAGE FACILlTIES ARE OPERATIONAL, AND THE POTENTIAL
<br /> " r .-� � " zC �- �� FURTHER WORK 1S A��TICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMED(ATELY FOR EROSION HAS PASSED.
<br /> I I J I'�J I'�I � I G .' .
<br /> � , r � r STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, NE�71NG, 18. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL �E :MAINTAINED
<br /> I�I � I�I ---; � I�I �' , EROSION BLANKETS, ETC.) MONTHLY, OR FOL�OWING F�CH RUNOFF PRODUCING STORM, TO ENSURE PROPER
<br /> V V � OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br /> II I I II ��N 7. ANY ARFA NEEDING TESC MEASURE, NOT REQUIRING iMMEDIATE ATTENTION, SHAL� BE
<br /> a,, ��,�,.. ... .•. ;���� �� ,. �� •���,���,� �� - RING AND ADDRESSED WITHIN FIFTEEN (15) DAYS.
<br /> SOLID LID, 19. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROV,AL OF DESIGN, SIZE, OR
<br /> � (� 1 '�"' ( � I - COVER SET 1 ABOVE LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENTION FACIUTIES; BUT IS AN
<br /> I I `° S U R R O U N D I N G G R A D E 8. THE TESC FACiLITiES ON WACTIVE S1TES SHALL BE MAINTAINED A MINIMUM OF ONCE A APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY.
<br /> II ( lI ( I N MONTH OR WITHIN THE 48 HOURS FOLL�WING A STORM E V E N T.
<br /> ELBOW 9. AT NO TIME SHALL M�RE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUcvIULATE 20. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING 4F MUD AND DEBRIS
<br /> ( I I I ( I II FROM THE SITE WILL NOT BE ALLOWED_ FAILURE TO COMPLY WITH THIS CONDITION
<br /> A WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE WILL RESULT IN ALL WORK ON THE SITE BEWG STOPPED.
<br /> STEEL POSTS BURY BOTfOM OF FABRIC ACCESS 12"s� PVC CLEANED PRIOR TO PAVING. TNE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
<br /> 6'-0" O.C. ELEVATION MATERIAL IN 8"X12" TRENCH �qDDER C� 1� MIN LADEN WATER INTO THE DOWNSTREAM SYSTEM. �
<br /> 21. THE WASHINGTON STATE CLEAN A1R ACT REQUIRES THE USE OF ALL KNOWN,
<br /> 10. STABILIZED CONSTRUCTIQN ENT@ANCES AND WASH PADS SHALL BE INSTALLED AT THE AVAILABLE, AND REASONABLE MEANS OF CONTROLLlNG AIR POLLUTION, INCLUQING DUST.
<br /> NCE F CONST�UCTI0�1 AND MAINTAINED FOR THE DURATION OF THE PROJECT. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASH}NG TRUCK WHEELS
<br /> 1 FILTER FABRIC FE BEGINNING 0
<br /> z I ( --'" ADDITIONAL MEASURES I�iAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE BEFORE THEY LEAVE THE SITE, AND iNSTALLING AND MAINTAINING ROCK CONSTRUCTION
<br /> C1 .3 NOT TO SCALE ENTRANCES. CONSTRUCTION VEHICLE TRACK-OUT IS A MAJOR SOURCE OF DUS7 AND
<br /> � KEPT CLEAN FOR TH� DJRATIC�°� OF THE PROJECT. (RCW 46.61 .655). DURING THE ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF
<br /> - TIME PERIOD OF OC1��BER 1 THROUGH MARCH 31 , ALL PROJECT DISTURBED AF?��,S ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br /> `- Z GREATER THAN 5,000 SQUARE i=EET THAT ARE TO BE LEFT UNWORKED FOR MORE
<br /> � THAN 12 HOURS SHR:LL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: 22, EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY
<br /> a D O��o MULCH, SODDING, BOUDED FIBER MATRIX, OR PLASTIC COVERING. THE COVER AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL 8E
<br /> G� MATERIAL NECESSARY TO C�VE!� ALL DISTURBED AREAS INSIDE THE CLEARING l.'"�11TS p�qCED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH SAFETY AND
<br /> � �� - EXIST GRATE � M
<br /> SHALL BE ON-SITE BETWEEN OCTOBER 1 AND MARCH 31 . SPACE CONSIDERATIONS).
<br /> LIFTING RODS
<br /> (1 EA SIDE) 12"tb PVC z 11 . WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMII�ATING
<br /> � 2% MIN � GRASSES SHALL BE F�PPLIED AT AN APPROPRIATE RATE (E.G., ANNUAL OR PERE��INIAL
<br /> � RYE APPLIED AT APPFZOXIMATELY 80 POUNDS PER ACRE).
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<br /> � � � � ° ° �a o o �\� PLAN � . SECTION A-A _ ,
<br /> � � . ' � /\� Q a . \\\
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<br /> � � � ,.P � �/i�/i�/i�/i�/i�/i�/i�/i,
<br /> °' ` � SECTION 4 ENERGY DI��APATOR DETA1L5
<br /> ��
<br /> � C1 .3 NOT TO SCALE
<br /> � 2 CATCH BASIN SEDIMENTATION C�NTROL
<br /> �
<br /> � NOT TO SCALE
<br /> o C1 .3
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<br /> �y � PROJECT ENGINEER: SCALE: DWG. NO.
<br /> � �' � � T C� F �V � � � `TT
<br /> � � � ��+o wK�YA H. KUYPER 1 "=50' � 1 . '�
<br /> a I I I I r� p��` ��/�c.'��� DESIGNED BY: DATE:
<br /> � ;��; � _ o�. NORTH MARINA RED�VELOPMENT
<br /> N �r O �}; D. YE AUGUST 4, 20�� ciP No.
<br /> `tr INFRASTRUCTURE PHASE 1
<br /> 3--0-003-09
<br /> � 72$ 134th Street SW ' Su�le ZQO 'A � Q DRAWN BY: CHECKED BY:
<br /> 0 90,� F�S6 E R``� `�`` G. M E N D E N H A L L H. K U Y P E R PROJECT
<br /> � Fss, ��o•� . . T E M P O R A R Y E R O S 1 0 1�I N o. P D--N M-2 0�5-0 6
<br /> � E v e r e t t. W a s h i n t o n 9 8 2 0 4 o N a�
<br /> o P.O. BOX 538 g O Q 8 f 4/06 PERMIT APPROVAL/CONSTRUCTION � '� '° P P R O V E D B Y: ,
<br /> - EXPIRES 3 07 l.� C� N T R 0 L N �T E S �c D E T A I L S SHEET ;VO. o F
<br /> EVERETT, wa sszas Ph: 425 741 3800 03/0 / 19 ��3
<br /> � (425) 259-3164 N0. DATE BY R�lISiON N0. DATE BY REVISlON
<br /> a JOB No. 21-04-015
<br /> .
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