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GENERAL EROSION AND SEDIMENT CON1F20L NOiES <br />1) The implementation of these TESC plans and the construcUan, maintenoncc, reptacemmp <br />and upgrod�ng of thae ifSC facilities k the rczDo^sAiiily af lhe conVartw unll all <br />constrvclion is approwd. <br />2) The iESC tacili;les s`�oxn on lhis plan musl ba consWcted Drior lo w M conjmction niU oll <br />dmring and gmding so as lo ensurt Mal lhv lranspwl of sedimenl to surtam watm, <br />droinogc sys;ems, mid ad'pcent propwlies Is minimized. <br />3) The iCSC lacililies shown on Uiis plan arc lhe minimum requiremerU for anlicipoled ei�e <br />cond'Aions. �uring lhe construdion period, lhese IESC lociliti!s s�oll be upgra�ed as <br />neeEed !or ur,eryaled stonn events ond modlfed lo ottounl frr uhonging site ConEitions <br />(e.g., additionol wmp pumDs� relocal�on ol dllct+es end sdt fm:es, ela). <br />4J The TESC f;ciftles snWl be inspected EaAy by Ihe Canlmcta and mainlained to ensure <br />conlinued proper hnclioning. Wrilte� records shall be kept of reekly redeKs ol the ff5C <br />faclilin during lhe wet season. <br />5) Any oreos ol erposed sai:s, fnduding madwoy em6ankme�ls, lhat e;ll nol be ElsWrbed lor <br />two dcys during lhe wel season or seven da�9 dedng the dry swson sho:l be immeCiately <br />stab�7i:ed wiU the opDroved i�SC methods (e.g., seeEng, mui�ing, plastfc covering, elc.). <br />6) Any area needing TESC mcosures nol req�iriny immeCiale allention shall he addressed <br />within Gllern (15) tlap. <br />7) TAe lESC (aciflio on inaclive sites sholl be Ir;pected ond mamlalned a minimum of onca o <br />month cr wilhin forly-eight (4B) hw�rs lolloni•�g n slorm m2nL <br />B) At no lime sholl more than ona (1) loot ol sAimenl 6e allowed to ommulale within o calch <br />basin. All mlch basioe and conveycnce lines sholl bo Ueaned priw to pa�ing. The deaning <br />aperolion shall not flush sedirnent-loden xot:r into lhe dawnstreom system. <br />9) Sloblized conslrvction rnlra�ca and mads sholl be inslalled al lhe beginning of construction <br />and maiMaineO for lhe duralion of. lhe projecL Aa.dionol measura, such cs wash pads, may <br />�e required lo ensuro lhat ail pa�rod a�eas aro kept ctean fw lhe dumlion ol lhe prajecl. <br />Y�here stmw mulch lor temparary emsion conird is required, il shall be applied al a min'unum <br />thickness ol 2 to 3 inches. <br />10) Pria lo lhe beginning of the wet season (Ott. 1), Ni disWrbed areos shail he reJewed lo <br />ICmtify xTich ones ccn 6e seeded in prepawlion for the rinter mins. DlsWrbed area� shall <br />6e seeded wilhin one reek of thc beqirming oi the eel season. <br />SIiE SPECIFlC EROSION AND SEDIAIENT CON7ROL NOTES <br />i. NI uosion sed:menl conlrol BMF's musl be in accordance Milh Um Stormwoter Pdlulion Prevenlion Flan <br />(by RMI, January 40W) and as modifed lor sile �ecifc requiremmla as prodded in lhese plans. <br />2 Runo(f hom conlominoted arec. (see G 1.14) sho9 be wnlained onsile and infiltmled or sho'I be preUeated <br />and Eischarged to sanitory sewtt L� accadanca wit� Cily of Evemtt standords. <br />3. Runoll fmm remoining arem sha!I be conlained onsite and handled in accordonce with one w moro al Ua Idlawing oD�ions: <br />a. Contoin on6ile and infBtrole in a locatlon lhot will not Impact constNction. <br />b. Treat in ihe pre-sedimentalion pond, pumpe and sed'unenlation lanks end/er inillrotion basin in accmdance with Ue SN'PPP. <br />a. Umited quanlilia ot discharge may be discharged lo -.anitory sexer in acmrdance with City oi Everetl slandards. <br />4. qear and unconlaminated de-wotning xoter collected fran tempomry ne!I po'mis moy be dischorged inlo ec¢ting outfdie. <br />5. Turbid and unconlaminoted Ce-natering wcicr collected from lempaary sumps cnd trosh pumps sholl be Irealed in aaordance with Nole 3. <br />Y <br />Port of <br />_ EVERETT <br />PD B.� 5}9 <br />(�{SEII. n� ?!i;4 <br />p:e) zs-J�w <br />CONSTRUCTION <br />ENTRANCE <br />LOE STNIDAR� No. 208 <br />— W,�: rvCWPJ9ARJ 5 NDL 0.ESr'USb:C t09 c��iv <br />^GO;0.W5, uEiHxS M PaSCDJR(5 0� W!AATOv. Oi 1ME <br />b 1 � 1 x S� t 5'0 COi' '�+LCtOV h l�E OLSCI 9�JVN CN i$E DiANIVS. <br />m I� I m F,.t v tiy-. oeua MNE�E SPEG iUT YS �SE GE9 . �L M N P,.FJ Wi <br />M14.IJ\61 M 5�'pRC�Pp.S 5M1 L LpifC54 1C $i�Il�5J5 P <br />t'�n �a..1 V U 1 Y. DN�Yf'�45 A4 �Ui LSE JN 4 PO�Gi 0\lY <br />13\GIVLi:RS,ISC 1 J APE NGi MRNJE fCi PCU� W Jll �K'iIIE4 <br />'�"" ��n�^ G7 21 11 GRW ISSUED FGR CO457RI1C7104 `�'^Dvc raiu cn� o3+wu;s a�[ �,o xcr m e� us[� <br />0 � � iH 16Y u�4VE3 t«.0 Wk,ID CJ'.5�"u"E � iE 3ivC1i <br />, C?ECRr (W ;q;,:¢CCPL7 1J F�J. <br />w'r er ncvs�o� <br />>�:E�. ���«. <br />G. WATiERS <br />�( x;nCD P�. <br />C WIEST <br />CP��Y T'. <br />D. HERMES <br />.pr.ai� e.�. <br />on� o� <br />AREA <br />�E: <br />No�o <br />FlLTER FABRIC A�h7ERIAL �N <br />CONi1NIl0U5 ROLLS: <br />USE STAPLES TO WiRE <br />2' % 2' POST <br />AT 6� O.C. MAX <br />II �� <br />—_�f'_'___}{ --__ <br />�� II <br />II II <br />II II <br />BURY BOifOM OF FlL7ER MATERIAL <br />14 B' BY 12' TRENCH <br />FlLTER FABRIC IAA1ERIi <br />XiftE MERi SUPPORi FE� <br />FOR S�T FlVA FABRIC <br />PROHDE WASHED GRAVEL <br />BACKf1LL OR LOMPACTED <br />NA71VE SOIL <br />N1RE ME91 SUPPORT FENCE <br />FOR SL1T FlLM iA0RIC5 <br />2'-0' I <br />I 5�-�� <br />_____ I� <br />I I 2�-fi' <br />II <br />I� <br />�- 2'X 2' W007 POST <br />STAN�ARO OR BETiER <br />02 E%ISTING FEtICE <br />METAL POSTS <br />SILT FENCE <br />COE STANDMD No. 205A <br />PORT OF EVERETT <br />°'T CRAFTSMAN DISTRICT BOATYARD <br />JULY 2011 <br />���.K���.. EXPANSION - PHASE 2 <br />° '"p"�5 TEMPORARY EROSION <br />CONTROL DETAILS <br />DWG. N0. <br />D1.4 <br />a� rvo. 3_0-003-26 <br />Noaccr MR-NM-^.on-o�.2 <br />sr�cn vo. 9 or SB <br />�� <br />��,��- <br />