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<br />location <br /> <br />Ce<1arereek <br /> <br />N.3rdStreet <br />Hillcrest Dr. <br /> <br />Montrose Arroyo <br /> <br />N.7tbSt. <br />MainSt.-N.lst <br />Ave. <br />S.lstSt. <br />S.4thSt.-S.2nu <br />St, <br />S.5thSt. <br />S.6thSt. <br />S.7thSt. <br />S.8thSt. <br />S.9thSt. <br />S.12thSt. <br />loutsenhizer en. <br />Road nr.Sta.23~ <br />OgdcnRc. <br /> <br />TMlE V-4 <br />STREAM CROSS1NG UPGRADE <br /> <br /> TABLE V,S <br /> lOENTIFIEO DRAINAGE PROBLEM AREAS <br />Identified <br />Drainage Drainage ~-year <br />Problem Area Probler" Runoff <br />ArcaNo. (I\c) Location Description (cfs) <br />I 100 Rose Ln.nr.Cedar Ck, inadequately 42 <br /> draining sump <br />2 17 S.2nd St.at Lot Ave. inadequately 7 <br /> draining sur..p <br />3 13 S.lst St.at Nevada Ave. inadequately 12 <br /> draining sump <br />4 2 N.2nd St.nr.Montrose inadequately <br /> Arroyo draining sur,lp 1 <br />S 16 N.eth St- oe, :.'.ontrose inadequately <br /> Arroyo draining SUlllP C <br />6,7 34 N.4th St- at Park Ave. inadequately <br /> N.4th St, atUncUfopahgre draining su'''p IS <br />8 87 MainSt.at Townsend Av~. inadequate inlets S9 <br />9 19 ~:ain St. ,t Selig Ave. oed aCCUI"ulating 16 <br />10 57 S.lst St.at RioCrJn<.le flow 11 <br /> I~CC:;M;;l,',T[D " 92 <br />11 7 Grand Ave. nr.~'illerup inadeq'lately I <br /> draininy sUPP <br />11 18 Columbia ~'ay " Spruce lnadeyuately , <br /> , <br /> draininu sump <br />13 9 Troy CL inadequately 4 <br /> drdininU su"'p <br />14 15 Colulllbia ~dy " Brown PC, Inadequately 7 <br /> draining s~mp <br />IS 17 ~~ont rose Dc. " inadequately <br /> 7'hml"u,,,, CC. Jrai"jnu SUII'P 11 <br /> ,;CCUMULATED . 31 <br />10 8 HighlalldSt. " RictueSt. inodequately 4 <br /> drainio!) sunp <br /> <br />Existing <br />Crossinq <br /> <br />Upurdde <br />Priurity* <br /> <br />Type Crossing Acequate <br />for lOO-Year Stor~1 F1 ow <br /> <br />28' x7.4' SR <br />lO'CM? <br /> <br />6 <br />5 <br /> <br />additional6li"RCP <br />additional 72"RCP <br /> <br />7' eMP 4 additional 72" RCP <br />7' Clo/6' RCP 5 additiorlal 72"RCP <br />5.25'x 5.75' RCBC 3 additional 78"RCP <br />4.5' CMP/6 x <br /> 5.5' Be , replace with 7' (H)xl6' (~,) RCBC I <br />6' eMP 1 additional 84""CP <br />7' CMP 2 udditionul 84"1<CP <br />5.5' eMP 1 replacewith6'(H)x22'(\J) RCBC <br />15.75'x7.5' SPPA 7 additional 42"RCP <br />0.,' '"" 1 replacewith6'(H)x22'(I,) RCBC <br />S'x3.25' RCeC 1 additional 9O"RCP <br />7'xS'RCBC 7 ~dditiondl 36" Rep <br />6' niP 6 additional 60" ~CP <br />" CMP 2 additional 8t."RCP <br /> <br />" In orcer of increasing adequacy <br />Note: prioritizing bdsed on adequac'y. not damage susceptibility, <br />nor benefit-cost analysis <br />