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I(i. As•huiits of storm �c�ti�cr, sanitar}• sctver, ana watcr s��stems will be rcyuired to he submitted per Ci�y <br /> llesign �nd Constructiai Stundards and Specificntions for Devclopmenl. <br /> 1 L Any hroken or damaged sidewalk sl;all be rcpairedhcpinced per ihe City Public \Vorks Inspcctor. <br /> 12. �'�'alkway� must he provided from each building to the public sidewnik. <br /> 13. All cxroscd graund must be resccded �+�ithin ?II days of thc complelion of�construction. If re�ccding <br /> is not pruclictd duc �o wealher or se,is��nnl problems. Ihe ground must he covercd �ci1h mulch as <br /> dirccteci by Ihe City Engineer. <br /> 14. "1'cmpornr�� erosion a ntrnl mcazures for consiniction ncti��ity musl i•�•uperalional i?rior tu <br /> commcnccmcnt of any cic�iriug or airth�.vuik. <br /> 15. All slonn water fncilitics shall be designed in accordancc with the standards and/or design pnlicics in <br /> clTcct at thc timc of SEPA applicntion. <br /> Ih. Stomi �vatcr trenuncnt is currendy required «�hen 5,000 squnre feet or more uf hydraulicrdly- <br /> connectal pavement is crea�ed und/or redeveloped by n project. 'freatment of stonn ���alet runoff <br /> from hydraulically•cu�u�ected pavemenl must occur, per Ciry slnndards, prior lo discharge of thc <br /> slorm waler 1}rnn the site, or to a strenm, wetlnnd, or midcrground inliltrntion syste m. <br /> : I1 sui�ablc soils cxist nn Ihc sitc,surl:ia stomi watcr inliltration s�•stcm;(c.g., pen�ious Pa��ers or <br /> surface pondinE arens and/or swnlcs)ma�� he used to nvoid crcating hydraulicnlly-counecled <br /> pavcmcnt from a storm v:�tci trealmcnt sl�ndard. <br /> y Prom a stonn �v:dcr trcaimcnt slandpninl. 17,r .i puvcd �re�� to bc considcrcd hydraulicalh�- <br /> disconnecicd. slnnn �.��:itcr runul'f finm at Irast Ihc r�-�»i,i�tli, '4-hour slorm must be fi�llp retained <br /> .md/or infihraicd. <br /> I�. �fhe cunent option� li�r trcaun�w uf runol'ttinm h��druulirull}�-conuected pa��emenl arc: <br /> a an infiltradon hasin �vith prctrcatmcnt`, if',uitnble suils cxist on the site <br /> 6 n wctpond <br /> c. a construcled we�l.md <br /> J. a slonn waler lechnology that has rc•ceivcd a (�ULD ( Gcneral Use Levcl llesignation) from thc <br /> 11'ashingtou St,ile Depailmcnt of Ecology� k�r either hasic or rnh.mced Irealment, with pretreaUnen!" <br /> I R. titonn watrr detcntion is cwrc�itly requim� ��•hcu 5,000 syuarc fect or more of hydraulicallq- <br /> c��uncetrd impervious arc�� is �rca�eJ bp a pr�?ject. Uctcntion must he calculatcd for 2"d gro�+lh fiirest <br /> on Alden�ood l�ill soils. <br /> % 11 suital�lc soils exist mi the silc, undcrgrotmd iutiltration sysletns(c.g., infiltration trenches) nr <br /> swiacc stoun ��•mcr infiltration s�•stcros(c.g., splash blocks, n��v���s rfl����s, or surfa�.c ponding <br /> areas nnd!or s��ales) may he usecl lu n��uid creating l�ydraulicull}•-cotmecled impervious area ftom a <br /> sturm �.vater detcntion slandpoint. ticction 3-2.� nf the City's Stornnvater Mnnegement nituival lists <br /> ,i�c and dc>i�n criteria that must hc mct. <br /> S (�./ <br /> _/ <br /> (2 <br />