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� N I I OF SAN JOA�1UI EJGENEJELUC:.Y^( <br /> 'tr Cr.tl gLPV rY:Nnf C'TOw <br /> D PARTMENT OF PUBLIC WORKS <br /> r_ e THOMAS R.FL(NN <br /> (43" P.O.®OX 1910 —1810 E.HAZELTON AVENUE ptPUTvgwtGTOR <br /> c• STOC-KTON.CALIFORNIA 95201 MANUEL LOPEZ <br /> (209)468.3000 DEPUTY BREL <br /> FAX(209)468 2999 <br /> {Cirof(<a <br /> HENRY M.HIRATA <br /> December 15, 1993 <br /> 15 1993 <br /> M_E M O_R_A_N_D_U_M <br /> TO: <br /> Thomas M. Gau, Senior Civil Engineer PLANININ" <br /> Community Development Department <br /> CONTACT PERSON: Chandler T. Martin <br /> a <br /> FROM: Tom M. Iwamiy r Senior Civil Engineer <br /> Public Services Division <br /> SUBJECT: SA-93-41 AMENDED to add yard trimming composting to an <br /> and bagging plant. Located on <br /> existing organic material blendinggg g p <br /> the S. side of Flood Rd. , 1.0 mile E. of Fine Rd. , SE. of Linden. <br /> (District 4) <br /> APPLICANT: HYP <br /> onex Corporation APN: 093-100-17 <br /> INFORMATION: <br /> located within a Federal Flood Insuranc <br /> The site is not e <br /> Administration Designated <br /> quin county and City Flood Hazard <br /> Stockton Flood i Insurance <br /> existing San Joaand <br /> Studies, which delineates flood <br /> ®ev luated.od Thel reevaluation ais <br /> areas, are currently being r <br /> being conducted by the Federal Emergency <br /> m ge c Sananage <br /> Francisco ment geCali�ornia, <br /> Region IX, Building 105, Presidio -of delineate <br /> 94219 , telephone (415) 923-7186. The re-evaluation may <br /> additional flood risks. The Public <br /> icofficial <br /> E. Hazelton aAvenue, <br /> review at the Deble for <br /> partment of il <br /> Stockton. These flood maps wwill a updated when the re-evaluation <br /> process is completed. <br /> Flood Road has an ex right-of-way width of 40 feet, and a <br /> planned right-of-way width of 50 feet <br /> RECOMMENDATIONS: <br /> 1. Only one access will be allowed ant® dbeoad. if the conducted to est <br /> access is }sed a•s proposed, Y shall <br /> determine the needs for left turn lane due to the curve and <br /> truck turning movement. <br /> (Development Title Section -1150.4) <br /> 1 <br />