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� EROSION CONTROL NOTES:
<br /> ST� P��T DISTURBEG AREA � 1. THE IMPLEMENTATION OF THESE TESC PLANS AND FHE CONSTRUCTfON, MAINTENANCE, 72. WHERE STRAW MULCH FOR TEMPORARY EROSION�CONTROL IS REQUIRED, {T SHALL BE
<br /> FILTER FABRIC ON 2"x4" 14 ► � REPLACEMENT, AND UPGRADIN6 OF TkiESE TESC FACILITlES IS THE RESPONSIBIUTY OF APPUED AT A MINIMUt�t THICKNESS OF 2 INCHES. •
<br /> GAGE WELDED WIRE PABRIC � Z 3 7YP Z THE CONTR4CTOR Ufv'TIL ALL CONSTRUCTION IS APPROVED.
<br /> 1�- 13. THE CONTRACTOR SHALI_ DESIGNATE A PERSON TO BE TESC SUPERVISOR. THE TESC
<br /> NEWLY GRADED ON � � �
<br /> uo - - - - -- 2. THE 80UNDARIE$ OF.THE CtFARING LIMITS SHOWN ON THIS PLAPI SFfALL BE CLEARLY SUPERVISOR SHAIl BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TES�
<br /> pISYURBED SITE o , � ` - z \ �� FlAGGED IN THE FIELD PRIOR TO CONSfRUCTION. DURING THE CONSTRUQTION PER{OD, MFASURES AND FOR COMPLIANCE WITH ALL PERMR CONDITtONS RELATING TO TES
<br /> � y �L- ' � � ..�✓� '' �'��y�� NO DtSTURBANCE BEYOND 'EHE:FlAGGED CLEARING IJMITS SHALL BE PERMITTED. THE THE TESC SUPERVISOR MUST BE.AVAILABLE FOR RAPID RESPONSE TO TESC P�pBLEMS.
<br /> '�--� � 3 NP'!// � i��� FtAGGING SHALL BE MAIMNNED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACTOR WILL PROVIDE THE PUBLIC WORKS INSPECTOR THE NAM� ANO RHONE
<br /> y iv 2� CONSTRUCTtON. NUMBERS TO REACH THE TESC SUPERVISOR AT ALL TtMES.
<br /> 3. THE TESC FRCIL1TlES SHOWN ON TkIS PLAN SHALL 8E CONSTRUCTED PRIOR TO ALL 14._SHOULD 7ESC MEASURES NQ7 BE PRO@ERLY WSiALLEQ AND MAINTAINER. THE PUBUC
<br /> 8" 3 tNTERCEPTOR DITCH DETAtL c�wc ar,� cRn��n,c acm�r�Es, AND IN SUCH A MANNER AS TO INSURE THAT 'WORKS DEPARTMENT �AAY STOP ALL.WORK NOY PERTAiti{NG TO THE CORRECTION Of
<br /> BACKFlLL AND '� n"' SEDI►AENT LADEN WA7EFt DOES NOT ENTER THE DRAINAGE SYSTEM OR VfOtATE TESC PROBLEMS UNTIE TESC IS•REfURNED TO TME-PR6PER OPERATION.-
<br /> COMPA Cy.3 NOT TO SCALE . APPUCABLE WATER 5FANDARDS. ;
<br /> SECTION A-R 15. ALL PERIMECER EROSION AND SEDIMENT CONTROL SHAL� BE COMS'(RUCTED,
<br /> NON-WOVEN SPUNBOUND WIRE RIN6S (lYPICAL 4. THE TESC FACILITIES SHOWP! ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR OPERATIONAL, AND INSPECTED 6Y THE.PUBLIC WORKS iNSPECTOR PRIOR.TO INITIAt10N
<br /> FILTER FABRIC - MIRAFI � ANTICIPATED SITE COND�TIONS. DURING THE CONSTRUCTION PER10D, THESE 7ESC -0F CLEARING AND 6RUBBING:OPERATtONS.
<br /> 10QX OR ENVIROFQJCE A 2"x4" 14 GAUGE WELDED FACIUTtES SHALL BE UPGRADEU (E.G., ADDITIONAL SUMPS, RELOCATIONS OF DITCHES '
<br /> WIRE FABRIC -��, AND SILT FENCES. EfC.) AS NEEIIED FOR UNEXPECTED STORM EVENTS. i6..NATURAL VF�ETATION SHALL BE MAINTAINED FdR EROSION AND SEDtMENT.CONT'RQL
<br /> � -WHERE POSSIBLE. i
<br /> � 5. THE TESC FACILtTfES SHALL BE,INSPECTED DAILY BY 'FHE CONTRACTOR AND Ml+INTAINED � f
<br /> � �- AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. , 17• ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMf?S SHALL BE MAINTAINEb IN A
<br /> � SATISFACTORY GONDITION UNi1L SUCH TIME THAT CCEARING AND/Of2 CdNSTRUC710N IS
<br /> � ' z ��`�i 6. ANY AREA S7R{PPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND T1-!E POTEt�TIAI
<br /> � FURTHER WORK IS ANFICIPATED FOR A PERIOQ OF 75 DAYS, SHALL BE iMMEDIATElY FOR EROSION HAS PASSED.
<br /> � + - � r � � STAB[UZED WITH THE APPROVED TESC MEfHODS (E.G., SEEDING. MULCHW6, NEFTING, �g AT A MINIMUAq, EROSION.ANp SEDIMENT CONTROL FACIL7TIES SHALt BEiMNMAINEp
<br /> � � � EROSION BIANKEfS, EfC.)
<br /> AAONTHLY, OR FOLLOWW� EACH RUNOFF PRODUCING STORM; TO ENSURE PROPER
<br /> p�q� 7. ANY AREA NEEDING TESC MFASURE. NOT REQUIRIN6 IMMEDIATE ATCENTION, SNALL BE OPERATION OF ALL EROSION At3D SEDIMENT CONTROL FACiLITIES.
<br /> � � SOUD UD, RING AND ADDRESSED WfTHIN FIEfEEN (15) DAYS. �
<br /> COVER SET t' ABOVE 19. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE:AN AfiPROVAL OF DESIGN: S1Z�, pR
<br /> I� I I I �I � SURROUNDING GRADE 8. THE TESC FACILI7IES ON INACTIVE SITES SHALL BE MNNTNNED A MlNIMUM OF ONCE A LOCATION OF PERMANENi PIPES, RESTRICTORS,.OR DEfENTION FACI[.ITI�S; 'BUT IS AN
<br /> iv MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT.
<br /> APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS:ONLY.
<br /> ELBOW 20. THE PUBLIC R�GHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND:.DE6RIS
<br /> (I I I A I I I I 9. AT NQ TIME SFiALL MORE THAN ONE F00T OF SEDIMENT BE ALLOWED TO ACCUMUTATE FROM THE S17E WILL MOT BE ALCOWED. FAILFJR�TO COMPLY WITH THIS CONDfI'ION
<br /> STEEL POSTS BURY BOTfOM OF FABRIC 12"0 PVC WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE L1NES SHALL BE
<br /> 8'-0" O.C. MATERIAL IN 8"X12" TRENCH ACCESS � �y M�N CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL N�T FLUSH SEDIMENT WILL RESULT fN ALL WORK ON THE SITE BEING STOPPED.
<br /> ELEVATION LADDER IADEN WATfR INTO THE DOWNSIREAAA SYSTEM. -
<br /> 27. FHE WASHINGTpN STATE'CLEAN`AIR ACT REQUIRES THE USE OF"RLL'KNON�N,
<br /> �I FILTER FABRIC FENCE 10. SiA81UZED CONSTRUGTION EFITRANCES AND 4VASH PADS SHALL BE INSTALLED AT THE AVAILABLE, AND REASONABLE MEANS;OF CONTROWN6 AIR POLLUfION, WCLUDINO DUSf:
<br /> BEGINNIN� QF CONSTRUCTION AND MNNTAINED FOR TNE DURATION QF THE PROJECT. DUST CAN BE CONTROLLED BY WEfTING IXPOSED SOILS, WASHING TRUCK WHfELS
<br /> C1.3 NOT TO SCALE z I I ---'- ApDtTIONAL MEASURES MAY:BE REQUIRED TO IPISURE THAT ALL PAVED qREAS ARE BEFORE THEY LEAVE THE SI7E, AND INSTALLWG.AN� MAfNTAINING ROCK CON�Ti2UCT14N
<br /> � KEPT CLEAN FOR TNff DURATION OF THE PROJECT. (RCW 46.6t_655}. DURING THE ENTR'4IJCES_ CONSTRUCTION VEHICLE:TRACIZ-OIYT IS.A !AlWOR SOLIRCE:OF DUST AND
<br /> TIME PERIOD OF OCFOBER •t THROUGH MARCH 31, ALL PROJECT DISTk1RBED AREAS � �DENCE OF TR,4CK-OUT.CAN TRIGGER FlIJES FROM THE DEPARTMENF OF
<br /> ? GREA7ER THAN 5,000 SOUARE fEEf 1}fAT ARE TO BE LEFf UNWORKED FOR MORE ECOLOGY OR THE PUG� SOUND AIR. POLLUTION CONTROL AGENCY. �
<br /> qaDaOD�� � THAN f2 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MFASURES: 2Z, EYERY EFFORT SHALL BE I�AADE TO CLOSE UTW1Y [1NES BY T4iE END OF THE tlAY
<br /> ------�_ MULCH, SODDING, BONDED FIBER MATRIX, OR PLASTIC COVERING. THE COVER
<br /> EXIST GRkTE � "3 MATERIAL NECESSARY TO COVER ALL DISTURBED AREAS INSIDE THE CIEAfZING C1MRS AND MATERIAL DCCAVATED DURING UNDERGROUND UTILITY CbNSTRUCTIQN SHAIL BE '
<br /> LIFTING RODS SHALL BE ON-SITE BENJEEN OCTOBER 1 AND MARCH 31. PLACED ON THE UPHItl,SIDE OF TRENCHES (WHER� CONSISTENT WRH;SAFEfY.AND
<br /> SPACE CON$IDERATIONS).
<br /> (7 EA SIDE) i2"fl PVC 'z 11. WHERE SEEDIN6 FOR TEMPORARY EROSION CONTROL IS REQUIRED, FRST GERMINATING ' '
<br /> Y � 2% MIN � GR4SSES SHALL BE APPLIED AT AN APPROPRWTE RATE (E.G., ANNUAL OR PERENNIAL ' ; - ,
<br /> �:.:._.';._;;:;:s,::;:.:;::x":;�.:';;;:>:._._.:;.; � RYE APPIJED AT APPROXIhfATELY 80 POUNDS PER ACRE).
<br /> 48'� .
<br /> MANHOLE
<br /> � ���R enc � . ^�LAiJS 'APPROV�D ,
<br /> 5 GRIT�MBER � ' �� 9J� ��
<br /> ' BLIC gERVICES .UATE pUBUC W$�RKS �
<br /> C1.3 NOT TO SCALE (CONTR4CTOR'S OPTION) '
<br /> DEPARTt.tENT . �
<br /> . . UT� IES �URyNAOE ' � -
<br /> DCIST GRATE .. . . °8� °`� PP -2 . . � �. ro srnmirro�m r consrnuc�noxEon nns . . ' .. �
<br /> CIT SpqHEEP PflOJEGT.APPqpVRL FOP TH5 P1IQIECT IS
<br /> � � � . _ SLOPE DOWI`I TO ' � � ' , � � CONDIT�ONM PEq CUflRENT STANOAHOS �,
<br /> EXIST SPiLLWAY PP-� �wo�cr S8 PEPMRj
<br /> � fOR CQN6 RVCTION}fAS B6Eu�y�ISSUFI`1
<br /> �.\ i\ r\ i\��\� \�� •\ • ^ � � EXIST SPILLWAY o 0 0
<br /> � ' / o EXISf RIPRAP 2�.SLOPE::TQ 6RAIN
<br /> � ' � SPILLWAY TO IXIST SPILLWAY
<br /> � / �>° '�" °
<br /> � . � � ° � . _ '
<br /> , _
<br /> . � p�^uO�j oo° o o� o��� og a�o A o o .o ,� o.' . . ..
<br /> � a FILTER'BAG A e �/ �' � �� o o�o o�o
<br /> � � o o �j� ° � , .
<br /> � �'.- � \ EXIST CB �c, o o � ° o 0 0 .. ,.. . o . i : . ..
<br /> i ^ a� !,!a $ . � •• GEOTEXIILE
<br /> � ��� , . ��\%�\: . � o • pp . � � Z�._� - . `�. . . :. . . II,
<br /> ( ( o a o � 24"0 GRAIE . iv�': 1� RIPRAP . i .
<br /> - DEPTH.;MIN
<br /> ; ° TYPE 3 54"0 '
<br /> r \n\�j� ' \�\�\��: �o 0 0� CATCH BASIN , PP , •
<br /> i � �_ /\ . . . o AA . . ''. .' .' ., . > .
<br /> � � �: : � \\� - � :�. :� .: .``: . .b;. \\� ` PU�! �' .. SECTfON A_A . • , ,
<br /> � ./i�/i�/i�/i�/i�/i�/i�/i,
<br /> � ��� 4 ENERGY =DISSAAATOR DETAILS
<br /> Q 2 CATCH BAS{N SEDiMENTATION CQNTROL ct.3 NOT ro sca�E - '
<br /> d
<br /> � C1.3 NOT TO SCALE -
<br /> N - .
<br /> � /
<br /> eRaEcr er+cwe�: scn�: DWG. N0.
<br /> � ' • • � o�Nw f,,�; H. KUYPER 1"=50� PORT QF EVERETT � ,
<br /> , �
<br /> �v . ' .. . ,J ! DESIGNED B7: DAiE . _ � .
<br /> cf:�
<br /> � P 0�Q y 3 �I O R T H M A R i N A R E D E V E L O P:M E N T :
<br /> . D. YE AUGUST 4, 2006 aP r�0.
<br /> , g 728 134th Sfreet$W•Suite ZOl} 9�.t� � < o�W N B Y: �,E�K��: lN�RASTRU CTURE P H A S E; 1 , 3-0�o o��o s
<br /> M r.o. sox s�s Everett.Washingfon 98204 `�a8�,�r.Ea�o� G::MENDENHALL H. KUYPER PRwecr
<br /> o ,�,��� TEMPORARY EROSlON No. PD-NM-2005=06
<br /> e�Err,wn sazos Ph:425 74t-3800 � s/a/os PERMFT APPROVAL/CONSTRUCTtON � � �: .
<br /> (425)259-3t64 � - � � oianFs 03/03/0� SHEEC N0. . t J . OF /$3 .
<br /> � ���. 2,-�-o,s No. �� � R��� �. �� � ,�wN �. CONTROL NOTES & �ETA�LS
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