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1016 14TH ST 2016-01-01 MF Import
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1016 14TH ST 2016-01-01 MF Import
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Last modified
4/4/2017 12:10:54 PM
Creation date
4/4/2017 12:10:32 PM
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Address Document
Street Name
14TH ST
Street Number
1016
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PUBL/C K/O/�/ffS <br /> Ev Err <br /> b9G��IORANDUNI <br /> 'I'O: Paul McKcc <br /> i <br /> rRONI: Dan Mathias � ' z ti� ` <br /> DATE: June I, 2001 <br /> SUI3.iI:C'1': Pishcrmen's Boat (nc <br /> 1 havc rcvicwed thc May 2001 Public Works pennit application submittecl by Pishermen's Boat <br /> Inc. The purpose of the pennit application is to discharge up to 0.11 CI=S ot stonmvater into the <br /> City ol Bverctt's combincd scwcr syst.m. My conuncnts arc: <br /> 1) My rcvicw is limitcd to hydruulic verification of thc peak ratc of stormwatcr dischargc <br /> into thc combincd scwer sysicm. <br /> 2) In 1995, thc City of Evcrett and the Port of Gverett exccuted .m intcrlocal agremnent that <br /> authoriud thc Pa�t lo disch.irgc 2.4 C�S of stormwatcr runofC into thc City of Evcrctt`s <br /> comhined sewer system. Thc dcscription of wxk attachcd to the 5/21/01 Ictter from <br /> Pishcrmcn's [3oat Inc statcs that thc Port of Gvcreu has grantcd Pishcrmen`r [3oat Inc <br /> permission tu use 0.1 l CPS of thc 2.4 CPS rescrved ibr the Port of Gverett. At a <br /> minimum, we will nced a Ictler si�,ncd the Pa�t Dimctor confirming this. Wc likcly do not <br /> nccd to amcnd tlic 1995 intcrlocal agreement, but you (or someonc clsc) shoidd vcrify <br /> this ���ith Mark Soinc. <br /> 3) '1'he Part of Everett is proposina (has a permit application into I<irk [3rooks) to discharge <br /> a small arca into thc combincd scwcr systcm. Wc have agrccd with thc Port on how much <br /> of the oriainal 2.4 CI=S will remain once the subject stormwater re-routing is co:nplete. <br /> That infonnation was provided tu Fishennen's Bo:�t Inc., so 0.1 l CFS is probably correct. <br /> Ho�vcver, you (or somconc clsc) should vcrify this with Kirk. <br /> =1) Thc hydraulic report submitted is dated 1995 for a 0.21 CPS discharge. A revised <br /> hydraulic rcport should bc submitted based upon a 0.1 l CPS discharge and an orifice <br /> clischargc. <br /> 5) A conu�ol su�ucture will be required that ensures tha[ f7ows above 0.1 I CFS bypasses die <br /> con�bined sewer system. <br /> G) A plun shcet must bc sub�aittcd that providcs details of the control shvcture including <br /> orificc sizc, ovcrllow sirc and cicvations; location of control su�ucture, conncction point I <br /> into thc combincd sc�acr system, trihutary arca. <br />
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