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Section R: PUI3I,IC SF,RVICF.S AND U'1'ILI'PIES <br />8.1 FIRF. <br />8.1.1 '1'hreshold: Nonc <br />8.1.3 Mitigafion 111c:�sures <br />I. V✓alcr main c�tcnsions �� ill bc rcquircd to scr� c spcci ii•. sites. (Scc Scction 8.6: Public \Vatcr Supplics) <br />8.2 POL[CE <br />8.2.1 Threshold: Nonc <br />8.2.3 ]19itigation Measures <br />All dcvclopmcnls must providc adcquatc lighting of parking lois and othcrs arcas wliich ha: e an <br />incrcascd risk for crimc. Illumination should bc a mininttnn of 3-4 foot candlcs. (I'hc City of G��crctt <br />7_oning Codc rcquires ihat all parkirb lots with morc than 10 spzccs providc sccurit�� lighting. Lighting <br />must bc shicldcd in a manncr Uiat docs not disturb residcntial uscs.) (SrPA Public Scrvices and I.and <br />and Shorclinc Usc Policics) <br />R.6 I'UI3LIC �VA7'F.R SUPPLIES <br />8.6.1 'I'hresholJ <br />7'he analysis in thc INa�er Sj�sle�n Plnn projected thc over.ill fi�ture pcak-hour demand for the area at 2.7 <br />gpm/acrc (approximatcly �1.000 gp.✓da�� pcak (lo���), and asstuncd firc tlow rcyuircments of approximatcl�, <br />3,500 gpm for commcrcial and industrialhn�nuf;icWring uscs. 13ascd upon thc proposcd design of the �vater <br />systcm, any devclopment using murc lhan 2J gpm/acrc has the putential to affecl water pressurc on other <br />sites. Additional analysis ���ill be rcquircd for development proposals with a pcak hour demand :�bov� 2.7 <br />gpm/acrc and/or a lire flow requircment of 3,�00 gpm or grcatcr. Thc additional anal}'sis may bc as :,.mplc <br />as calculations completed by the Public ��'orks Departmcnt prior to a pre-application mceting on a specific <br />dc��clopment proposal. 'I'he additional analysis must dctennine how the proposal's �vater dcmand will affect <br />�he entirc water supply and distribution system. Projccts �vith no additional major impro��ements necded and <br />no ndvcrsc cumulativc impacts on thc watcr supply and distribution syslem arc covcrcd by this analysis. <br />'I�hc 2.7 gpm/acrc is an o��crall avcragc pc:�k hour dcmand assmncd for planning in largc arcas such as thc <br />study area. FIo��•cver, thcre will unduubtedly Uc site-spccific proposals with larger demand. l'or example, <br />largc irrigation systems can c�cccd �0 gpm/acn dcmand. Olhcr land uscs ���ith dcmands much lowcr than <br />2.7 gpm/acre, such as �varchouscs, are assumcd to occur to offsct the highcr dcmand land uses, resulting in <br />an ovcrall arca �vidc avcragc of 2.7 gpm/acrc. <br />'I'hc impacts af constniction of the ncw wnter line to scrvice devclopment �vest of Japancsc Gulch ���crc not <br />covercd in thc I:1S. Additional S6PA analysis is rcyuired lo review allernati��c routes for the line which will <br />minimizc thc impacts of thc proposal. <br />