EXH0600023893

•. Here aresomeminor inconsistencies,et_. I pickedup when reviewingthe permit application._ didnotaffecttheoverallassessmentexceptto make ita bitmore time-consumingto5gumout. Othersmayabocatchthese. Theyarenotin a particularorder,mainlyinon:letof myreview. _ Sheet4 of44 JARPA:.Alignmentof.V-shapedbypassstructureinplanv_w doesnot matchsheet16 North arrow,assumedsheet6 wascorrect(thi,#structurehas been deletmlanyway-Pammetdx4/6/98). Sheet 4 of 44: Stream buffershown50' wide one side, 25' wide other which is assumedcorrectbecauseitmatchestextsomewhereforthisreach. However,sheet referencedheredoesnotmatchthesewidthsifscaledoff. Sheet 9 of 44: Where is the airportsecurityroad? Wouldthis additionpushthe streamfurltc_tothe left?.Justa thought,noanswer,needed. Shee_ 10, 11, .12,& 18 of 44: Elevationsdon'tall matchup ifyoutryto drawall the profilestogetherand match it withtext. For instance,the channelcross-sec_on sheet 18 is incorr_ drawn. I haven't_guredthis out but made my on-site es'drnatasinthef_.ld. Sheet 10 of44: Thisshowsthe relocatedMillerCreekchannelin a lO'-deepcut- I don'tthinkthe "existinggrade"inthe top halfof thedr-_wingis corm¢_ The steeply incisedctianneldoesnotappearto matchwhatwouldreallybe built {guess5' deep cut). I knowthescalesare exaggeratedH:V. Thiswas oneof my initialconcerns withthe plan,sincea 10'-dee.pcutissubstantialfora littlecreek. Sheet 13 of 44: This drawingis odd. Basedon rougtlmeasummerftandguassing otherdrawings,I estimated"variablewide" to be 5'-10'. This is approx,basedon sitevisitalso,butotherreaderswouldn'tknow. The drawingshowsa winterstorm ' 1 AR 023893 82/15/2882 15:53 2865223587 SI-ELDONASSC PAGE 83 I:PR.-B6-1998 23:1B P.02 d_dh of1', veryshallow.Th_ I usedMannino'smlUationto _ flows, usingn-0.035as_ inthe tBxt(thisseemstoolow,shouldbe 0.06+). Inshort, thisdrawingdoesnot desaribethe realproposed_ alltloughsome precisionisaUzrnptedwith3" measurements,etc, I condudodthebsd¢hydraulic • • calculationsforthe_ channelwereq_le aftertryingtoapplythb drawing.Thisdrawingwasprobably_ to beconceptual,butengineerslook at thesereldonshlpstocheckwith_ ex_ Sheet16 and17 of44: I hadquestionsllbouthowthese_res wouldspe_to, butuh_mtandmey havebeendelet_ from5'_ design.Thisis okaywnhme, I cameto9msameconolusionin the1tel& Sheet23of 44:A seriesoflogorrockwebsmakessermetocontrolerosion,butroot wads,anglelogs,anddeflectorlogs(seesheet25)aminappropriate(theyincrease bank_our tocreatefishhabllat):A_I_IIy,allthelagstructuresshouldbe mplsced wi_ rockweirs- easiertobuildand.there'snofishhabitattothinkabouthem. Sheet23of44:The levelspreader,=;'_'enoedto sheet20 isonsheet24. MillerCreekRelocationPlan_ 3.3:says"moresinuousmconsbuctodchannel wl_ a vadatyof naturalizedcreekfeatures'.Thisis _ andsomewhatmls. leading.Thevery lowstreamchannelgmdlentmmm$them_n_ be anypools really,and silt and sand daposltionam inevil_. _ am n-_u_l _'Imarn con_ andnothingto apologizefor. Thegenerictaxtimplbs1he_ w01be - • =onvert_lintosubstantlagyhigherqualitytrouthab;'.:4;I don'tknowh_wyoucando…

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PSCAA Advisory Council Meeting Agenda
Add to CalendarMWednesday Mar 11, 9:00am - 11:35am
1904 3rd Avenue, Suite 105, Seattle, WA 98101
Call to order – Roll Call – Quorum Established – Land Acknowledgement We would like to acknowledge that our Agency operates in four present-day counties, which are the traditional lands of the Coast Salish people, past and present. This acknowledgement does not take the place of authentic relationships with indigenous communities in our jurisdiction and [...]