Laserfiche WebLink
III�/LILVVV IV . IC IA.1 YLJLJIVI4G �VIV/VLJ <br /> 9.6.3 �Iitlgation .l[easures <br /> I. Looped �cater mains may be required for some sites to meet firc flo«�requirements and ro protecs�vater qualiry. <br /> Pre;sure reducing cafves may be required �.+hen looped systems ¢re constructed. (SEPA Public 5ervices and <br /> Utili[ies Policies) <br /> 2. Developments musc cunstruc[ improvements necessery to provide a water pressure of 40-80 psi under normal <br /> opereting conditions as required by Public Works. (�EPA Public Sen•ires and Ucilities Po�icies) <br /> 3. New water system facilities must avoid environmenteliy sensitivz anas to the maximum ex�ent possible. <br /> �Vhare �4azer line;must be construcred throuah environmentally sensitive areas, best mnnagement practices <br /> must be foliowed. (See the mitigation measwes discussed in Section 4) (SEPA Earth, V�'ater, and Piant and <br /> Animal Policies) <br /> �. \Vhere utility connections are required through adjacent propenies or connecting into residential areas, <br /> easements musc be lucated in such a manner as w minimize the visual impact on the adjoining propeRies to the <br /> greatest extent fca�ible and must be revege*.ated in accordance with a landscaping plan approt�ed by the <br /> Plannin� Department. Landscaping must be consistent with Engineering and Public Services requirements for <br /> prutectiun and maintenance of the utiliry:asement and fecilities and should consist of ns�i��e shrubs and <br /> ¢roundco�er, (SEPA Land and Shoreline Use, Plant and Animal; and Public Services and Gtilitie9 Polici�s) <br /> S. Individuai developments ma�� be responsible for fundin¢sll ur a portion of the water system capital <br /> improvements as shoHn in Table 9-1 (Tzbie 3.8-? in the EIS). (SEPA Public Services and Utilities Policies) <br /> 8,7 SE�i'ER <br /> 8.7,1 Threshold <br /> Capacity of the system is I,700 aallons per gross ncre per day, and 4,000 gallons per gross acre per day of <br /> instantaneous penk flu�c. <br /> Soine sices tnn}'ha��e capaciry in excess of the threshold availeble to serve potential users. If a pronosal�eould <br /> exceed ;,i 00 eallons per eross acre per day and/or 4,000 gallons per gross acre per da}'of instantaneous peak flow, <br /> addicional analysis will be required. The additional analysis may be as simple as calculations comple�ed by the <br /> ' Public Works Uepattmznt prior to a pre-application meeting on a specific development proposal. The additional <br /> ❑nal�sis must detennine how die proposal's sewer demand will nffect the sewer system. Projeca with no additiunal <br /> inajar improvemzn[s needed and no adverse cumulative impacts on Ihe sewer system are covered by this analysis, <br /> Additional SEPA analysis wili be requir.d for projecv that may require ma�or improvzments not identified in the <br /> EIS or that may have zdeerse cumulative impacts on the sewer syscem. <br /> The ElS annlysis does not cover the imract� of construction of a ne�v se�ver main acros�Japanese Gulch. <br /> additional analysis is required to re��iew altemntive rout:s for the line•,vhich a�ill minimize the impacts of the <br /> proposal or altemati�e means o`prociding se«-ers to that area. <br /> 8.7.3 �litlgetion 3leasures <br /> I. Indi�idual de�elopmcnts may be responsible for funding all or a portion of setver system capital imp�ovements <br /> a� sho«n in Table 8-2 (7able 3.8-4 in che EIS). (SEPA Public Servicss and Utilities Policies) <br /> r � �\ <br /> �'15� � <br /> '�� <br />