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6617 ASSOCIATED BLVD BASE FILE 2018-01-02 MF Import
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6617 ASSOCIATED BLVD BASE FILE 2018-01-02 MF Import
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Last modified
1/26/2021 11:20:10 AM
Creation date
1/23/2017 10:35:56 AM
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Address Document
Street Name
ASSOCIATED BLVD
Street Number
6617
Tenant Name
BASE FILE
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Yes
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10. As-buills of stonn cewcr, snnitary scwer, and watcr s�•stcros will be required to be si!bmitted per City <br /> llesign end Construction Standards and Specificutions for Devclopmenl. <br /> I I. Any broken or damaged sidewalk shall be rcpaircd/replaced per the City Public \'Vorks Inspector. <br /> 12. W�Ikwnys must be provided from each building lo thc public sidewalk. <br /> 13. All cxrosed ground must bc resceded witliin 30 days of the oompletion of constniction. If resccding <br /> is not pructical duc to wcather or scasonnl proUlems, the gronnd musl be covered with mulch as <br /> directcd hy the City Engincer. <br /> 1 A. Tcmporory erosion control mcasures for construction activity must be operalional prior to <br /> commcnccmcnt of any cicaring or cvlhwork. <br /> 15. All stonn �vatcr facilitics shall be designcd in accordance with .he slandards and/or design policics iu <br /> ef2ect at the lime of SEPA npplication. <br /> I6. Slonn water ueaUncnt is currently required whcn 5,000 squnre fect or morc of hydraulically- <br /> connecteci pavement is crcated and/or redeveloped by n projecl. Treatment of slorni water runoff <br /> from hydraulically-conncctcd pavement must occur, per City stendards, prior to discharge of the <br /> storm water from the si�e, or to a strenm, �vetlnnd, or imderground infiltration system. <br /> Y If suitnblc soils exist on lhe site, surfacc stomi �vatcr infiltralior,systcros(a�., pervious pavcrs or <br /> surfnce ponding nrens and/or s�vnles)mny be used to nvoid creating hydraulicnlly-connected <br /> pavemcnt from a storni watcr treatment standard. <br /> Y 1'ron� u stonn n�alcr trc�Uncnt s�andpoint, for a pavcd nre��to bc considcrcd hydraulically- <br /> disconnccted, siorm nater runoff from at least the G-tuontli, 24-hour slonn must be fully relained <br /> nnd/or infilUatcd. <br /> 17. "fhc curecnt options for lrcahncnl of runoftfiom h�draulically-connected pavcmenl arc: <br /> ;i. an infiltrntion bnsin �vith prctrcatmcnt*, if suitable soil�exist on Ihc site. <br /> b. a wcfpond <br /> c. a constniclecl wc�land <br /> d. a stonn watcr tcclmoloFy th:d has tcceivrd ;i GULD(Gcncrnl Usc Lcvcl Designation) from thc <br /> w�zi,�t,��o� se,c� n�i,��v„�„t �r r��i��>� for eithcr basic or cnhmiced lreatmcnt, with prctrcalmen!'` <br /> 1 S. Stonn water delention is cu�rcnQy rcquired when 5,000 square fect or morc of hydraulically- <br /> connecteJ impervious areai is crealed by :+ project. Detcntion must be calculated fur 2"d gro�tinh forest <br /> on Aldcni�oad 1'ill soils. <br /> � If suitahlc soils exist on the sitc, undcr�!rounJ infiltralion systems(c.g., infiltratiun trenches)or <br /> surCacc storm �+�atcr intiltratiun s•stcros(c.g., spinsh blocks, pervious pa��crs, or surfacc ponding <br /> �rcas and/or swnles) may be used Io a�oid crea(ing hydraidicAlly-connecled impervious area from a <br /> s�orm �>atcr dctention st�ndpoinl. Scetinn 3-2.2 of the City's Storn�wnter Mnnagement n4anual lists <br /> silc and dcsign crileria ihat must bc mct. <br /> s � <br /> �� <br />
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