Laserfiche WebLink
� <br /> � <br /> ( <br /> t <br /> � which will rccycic thc ���ash ���atcr. When thc ���a�h pad is not in u�c. Ihc wash �.v:dcr <br /> ( <br /> coilcction basin will bc scaled off and thc storm���atcr��ill hc collcctcd :md com�cyed tu <br /> tlic U�catmcnt systcm. <br /> � <br /> � Iioat llrvt:�ck Storaee 13uildina <br /> i <br /> Thc dcvclopmcnt of thc Baysidc \9arinc indudcs thc construction ot�a dry bo.0 stack <br /> storagc facility of approxinu�tcly 3=4,000 syuarc fcet. Thc building also includcs anothcr <br /> � approximatcly 19,000 squarc foot, 2 story rctail shor spacc addition on thc south and <br /> � west sides. Roof drainaae from this new Uuildin� area and an additional .13 acres of <br /> limitcd firc acccss to thc noi�th and cast of thc nc��� l3aysidc buildin�, arc to bc collccicd <br /> � and discharged dircctly ro ouUall, bypassing u�cauncnt. <br /> i <br /> ll. Prcliminary Conditions Smnmary <br /> � Prc-devcloped conditions of Uie proposcd Bayside Marinc project sitc consist of <br /> ' approximatcly 2.6 acres of existing soil and gravcl. A lar�e mound of earUi exists wherc <br /> � the proposed Bayside facilily is to be consuvctcd. This is currently bein� remo��ed <br /> � bccause of contamination Uy hcavy mctals. The site is currenily unused. <br /> � Existing drainage llo���s tow:�rds thc �vatcr .md somc infiltration occws inlo ihc cxisting <br /> i s:mdy soils. <br /> i <br /> 11I. Ofl'-sitc Anal��sis <br /> i <br /> i All drainaac Uasins arc dircctly dischargcd aticr trcaUnent to surfacc �ti�atcrs. r\n of7�-sitc <br /> � analysis, as a result, is not required. <br /> � IV. Analysis and llesign of Iicquired Isrosian and Scdiment Control I3MP's <br /> � Temnor:�rv Lrosion Sedimenl Conirol <br /> � The TGSC plan includes the usc of silt fencc along thc �vaters edgc, rock slabilir.ed <br /> � conslruction access points and czisting catch hasins lincd with fillcr b:�gs to collcct <br /> ( sediment. <br /> � Permanent l;rosion Sediment Cm�trol <br /> ( All stormwatcr systcros ���ill bc closcd comcyanccs. riny scdimcnt that collccts in thc <br /> � wct tanks will not bc subjcctcd lo any vclocitics ��rcater than I fps during thc 100-ycar <br /> � storm lo minimi-r.c suspension of sediment in thc stortnwater. Rock protection at thc <br /> outfalls has bccn installed. <br /> I <br /> ( Maintenancc Cor outict protection at the outfalls will indude: inspection and repair as <br /> � necessary; rock additions as necessary to maintain the intended function and periodic <br /> cJcaning of thc cncr��y dissip�ucr as sedimcnt huilds up. <br /> r � _ <br />