~ ~ - 1 <br />AMAZON DIVERSION CHANNEL - TOTAL SUSPENDED SOLIDS <br />In 2013, the City shows a mean pollutant load reduction (over the no-BMP condition) of <br />approximately 35,122 pounds, or 1.3% percent. The lower value of the pollutant reduction <br />range is 16,018 pounds, and the upper value is 66,410 pounds. <br />This amount of pollutant reduction is not sufficient to meet the WLA during the current permit <br />term. In the future, a further reduction of approximately 1,448,660 pounds from the mean <br />pollutant load would be needed; however, the difference between the LVR of the pollutant load <br />with BMPs present and the WLA is about 605,121 pounds. It may be reasonable to assume that <br />implementation of non-structural BMPs could potentially reduce the overall mean TSS load <br />close to the WLA because BMPs tazgeting TSS reductions, such as catch basin cleaning, street <br />sweeping and erosion control, were not modeled and are not portrayed in these results. <br />The City of Eugene's total suspended solids benchmark for the Amazon Diversion Channel <br />(i.e. the estimated pollutant load reduction as a result of BMP implementation) is the range <br />between 16,018 pounds (the lower value) and 66,410 pounds (the upper value). <br />Figure 7-6. Annual TSS Loading - Amazon Diversion Channel <br /> Amazon Diversion Channel MS4 Area <br /> Estimated TSS Loading <br /> 4 <br />000 <br />000 <br /> , <br />, <br />3 <br />500 <br />000 <br /> , <br />, <br /> <br /> 3, 000, 000 <br />D 2 <br />500 <br />000 <br />C , <br />, <br />7 <br />a 2 <br />00 <br />000 <br /> ,0 <br />, <br />v <br />1;500 <br />000 <br />~ , <br /> <br /> 1 <br />000 <br />000 <br /> , <br />, <br /> 500 <br />000 <br /> , <br />0 <br /> <br /> Current Current WLA (2008) Future Future WLA (2013) <br /> Condition Condition Condition Condition <br /> Estimate Estimate Estimate Estimate <br /> (2008) - No (2008) - (2013) - No (2013) - <br /> BMPs With BMPs BMPs With BMPs <br /> w <br />~,i~,f~aymy~w: <br />df {1 <br />M . <br />~ "~9at~ s <br />C"~p";,~A~^~. <br />~~+p <br />'. <br />{ UC.L gy's~YA <br />ty~:~ <br />' <br />~+ <br />~~ r w <br />~~{`~A~a' <br />l'4 ~ )' ~ <br /> 5~ G <br />~~~d Y <br />~ <br />~ h <br />4 <br />~ ~~~ <br />( . <br /> m <br />~ <br />b~~y$ S; <br />{9 <br />i <br />h ~ <br />4"+H~,~.' <br />~ <br />~ ~~~~ <br />}~, <br />'6~5+ ~",~ f+ <br />~~k,~~p'Na:. <br />= <br />' <br />' <br />' <br /> 4 <br />~V <br />~ <br />~x:Ati r~a.'~,§.' <br />"~~~'~~ w~ <br />~.jr ts <br />~~'~ <br /> <br />Mean ~~~$ <br />+3 . <br />~ '~~ ffip~ <br />R~hy <br />A <br />~sp <br />~`;+# Yh'~A' <br />~~~^' ~ <br />~~ <br /> ~ <br />~ ~ <br />~ ~~ <br />~ <br />~' v ~` <br />~ <br /> ~° <br />' <br />a~ <br />a.h6 ',' <br />~ n~ w <br />x a <br />a~fi , <br />, <br />r ~ .~. <br />St~~~~ 3. <br />~*~v , <br />~,F~ <br />~ <br />r~,4~ ,~S <br />~ <br />' <br /> p~C <br />` <br />';J'Q` L~~ t <br />d' ~ <br />P d> ~r ~ <br />h F4 4~M' 'i ~a <br />~~} : <br />r~ ~Y W~S+ <br />~ <br /> !~~k~b~^t <br />' f. <br />fi'S~~No~~ ~ <br />t~}~k~~:t 13 <br />~~~f~~5{,:' <br /> '~ <br />'~"`~; <br />~ ~~~ LCL ~,~°~~ ~<~€~ar~; <br /> ,; <br /> <br />z;; ~ : <br />a ~ : ,; <br />'~ ; ., <br /> , ~ £w; j ~~~ <br />~; <br /> e <br />: <br />~i ~ d^4r ~ 3 ft~ A° <br />; ~~ ~T <br /> ~ <br />~ <br />,_ P ~ ~ <br />4 ~ ~e <br />, <br /> ;;: <br />~ <br />> r~ s~'~ <br />i ~ ~~,~ <br />ay", _ ;. <br />~~,°,; ,~ ; <br />~=~, ~. <br /> ~; <br />a~ ~, t; <br />~> ' <br />;~ ~ ~: <br />~~ E:~ ' ~ . <br />~~~~ ~ <br />~~`~.` <br />10-62 <br />