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5901 23RD DR W BASE FILE 2016-01-01 MF Import
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5901 23RD DR W BASE FILE 2016-01-01 MF Import
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Last modified
4/1/2017 10:04:11 AM
Creation date
4/1/2017 10:03:30 AM
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Address Document
Street Name
23RD DR W
Street Number
5901
Tenant Name
BASE FILE
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requirement of 3,SU0 gpm ur ycater. The additional analysis may be as simple as calcuia:ions completed by the <br /> Public 1Vorks Department prior ro a pre-application meeting on a specific development proposal. The additional <br /> analysis must determine how the proposal's water demand will affect the entire water supply and distribution <br /> system. Projects with no additional mnjor improvements needed and no adverse cumulative impa.ts on the water <br /> supply anddistribution system are covered by this analysis, <br /> The 2.7 gpm/acre is an overall average peak hour demand assumed for planning in large areas such as the study <br /> area. However,there will undoubtedly be site-specific proposals�'rith larger demand. For example, iarge irrigation <br /> systerns can exceed 50 gpm/acre demand. Other land uses with demands much lower than 2.7 gpm/acre,such as <br /> warehouses,are assumed to occur to ofCset Ihe higher demand land uses, resulting in an overall area u ide averaee of <br /> 7..7 gpm/acre. <br /> The impacts of construction of the new water line to service development west of Japanese Gulch were not covered <br /> in the EIS. Additional SEPA analysis is rcquired to revie�a alternative routes for the line which will m;nimize the <br /> impacts of the proposal. <br /> 8.G.3 Clitig:rtion Mr�sures <br /> I. Looped water mai�s may be required for some sites to meet fire flow requirements and m protect w�acer quality. <br /> Pressure rcducing valves may be required when looped systems are canstnicted. (SEPA Public Services and <br /> Utilities Policies) <br /> 2. Devclopments must construct improvements necessary[o provide a water pressure af 40-80 psi under nortnal <br /> operating conditions as required by Public Norks. (SEPA Public Services and Utilities Polir,zs) <br /> 3. Recycling of runoff water from bus or truck washing facili[ies is required. (SEPA Public Services a;d Utilities <br /> Policies) <br /> 4. New water system facilitics must avoid environmentally sensitive areas to the mas;mum extent possible. <br /> Where water lines must be constructed thrmigh environmentally sensitive areas, bes[management practices <br /> must be follo��•ed. (See the mitieation measurcs discussed in Section 4) (SEPA Earth, N'ater,and Plaut and <br /> Animal Policies) <br /> 5. N'nere utiliry connections are required through adjacent properties or connecting inm residential areas, <br /> easements must be located in such a manner as to minimize the visual impact on the adjoining properties to the <br /> �rearest extent (easible and must be revegetated in accordance�ti�ith a landscaping plan approved by the <br /> Planning Department Landscapine mus[be consistent with Engineering and Public Services requirements for <br /> protection and maintenance of the utiliry easement and facilities and should consist of native shrubs and <br /> oroundcovec (SEPA Land and Shoreline Use, Plant and Animal,and Public Services and Utilities Policies) <br /> F. See Condition 4 on page 21. (SEPA Land aud Shoreline Use, Plant and Animal,and Public S�rvices and . <br /> Utilities Policics) <br /> 7. Individual decelopments may be responsible for(uudin;all or a portion of the water sys[em capital improvements <br /> as shown in Table 8-1 (Table 3.8-2 in the EIS). (SEPA Public Services and Utilities Policies) <br /> IG <br />
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