New Search
~ - <br /> 2.0 Single Family Dwelling and Duplex Rate <br /> The [stontt] storrnwater SDC for single family development is a flat rate based on the average lot <br /> size in fof-9;09] square feet in Eugene. The average lot size is multiplied by the residential runoff <br /> coefficient-{ of--935] to determine the average square feet of impervious surface per ot. This <br /> amount is multiplied by-f39~86] the;curi~en# S#ormw~ter SDI f~t#e }~et'square foot' to determine <br /> the single family residential Stormwater SDC flat ra#e per dweili~hg unit with a building footprint <br /> <br /> " IesS than` 3,OQ0 square;=feet {eharge-~f~341]. The [storm] starmwater SDC for a duplex is <br /> calculated as two times the Stormwater SDC flat rate' charge of asingle-family dwelling. 'For <br /> cun~en# stormwat+~r SAC supporting detats, -see: Tatiie'6. Far ~C~rmw~ter formula calculations, <br /> see Figure <br /> In order to recognize the sjgnificantly higher impact to the Estorm-sewer] stormv+i>tter system <br /> associated with large stnactures and greater amounts of impervious area, single family dwellings with <br /> . a building footprint equal to or greater than 3,000 square feet will be charged 1'50% of the basic <br /> single family dweNmg rate. <br /> 3.0 [~VFabile} M~nufa~t~;~ Home Development Rate <br /> {Mebrle] IVt~~tuh! home developments are charged a flat rate per ~ndi,'~~di4t~?};;space based on <br /> the avers a im ervious area for a double wide <br /> 9 P fntobrfej l~ir##~ home, plus any additional <br /> ~p impervious surface (e.g., clubhouse, private streets). The average r~t.a~ <br /> s~ ~~~~~~fi~~t~~~ square feet , <br /> sgnare-feet] is muki lied b ' <br /> . <br /> . <br /> . , ~ ~ [~htsy'~esttfts-in <br /> Other impervious features will be measured separately and <br /> charged at the ~ " - <br /> !~.-~ti~~~'-:ports ~ dal <br /> 4.0 Commercial, Industrial and Other Rate <br /> For all uses not listed in paragraphs 2.0 and 3.0 above or when ever this Appendix E makes <br /> reference to a rate per square foot the ste is <br /> determined to be ` e - <br /> " er squar <br /> I3{A6~ .'~!''~~"~~'~p foot of impervious area _ <br /> r~~r;•~Ift+e. ~ ~,"I~M~ratat~lt~ to irttpej~riou'.,,~~. <br /> ~'or~ti;~rli! -uses_ not tt~'~d~~ti . " `ra hs 2.0; 3,9, :a d ~ ~r ~ <br /> Ptg p rt 4 #lt~q?'t~ ~ ~ +~i+~t? t~1't <br /> s art fmpac# tih discharges to thepgblio s#orart~t~~?rn, ,allov+~d by"'EG <br /> which ,ttra not;tributabie tb craatiorr ar t?tiodrfi~~ ~,f~~~ ~:r. wjlt 1~ave <br /> Std calCralat~rd `bY it~)ai#r~ ~e equtvaf~nt#n~p~ar~riarrs ~lr~~~aI~d ~~~:a siti~ttar <br /> Imp"sct <br /> ~0 Storrnwater S~n#,:SE7C Impact Reduction Criterii~. <br /> Reduction or elim~nahpti.pf stormwater which otherwise wo~#]~I Ibe dts~#~airg{3~L4 the peptic <br /> stormwater system rr~ay result in a..corresponding reduction of Starmwa#er 3DC collected at - <br /> the time of;building permit issuance. Redaction of the Stormwater SDC witl be proportional <br /> Proposed Methodologies: City of Eugene SDCs (Effective March 01, 1997) Page E-4 <br /> <br />