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<br />RESTAURANT <br />i3UJG, <br /> <br />:g <br />¡:; <br /> <br />~ <br /> <br /> <br />PAvro ¡",v'KiNG <br /> <br />Vi <br />::¡ <br />f <br /><g <br /> <br /> <br />:; <br />U <br />'0 <br />0 <br />~ <br />& <br />-;;; <br />I <br />Q: <br />1 <br />~ <br />1 <br />::: <br /> <br />SOIL BORING LEGEND <br /> <br />~ ~C';~~~~E~~~~AL1ZED GROUNDWATER <br /> <br />. PREVIOUS SOIL SAMPLING LOCATION <br />. PREVIOUS WATER SAMPLE LOCATION <br /> <br /> <br /> <br />/ CUTcr' WALI- <br /> <br /> <br />~ <br />G] <br /> <br />AH'f<CXIM,;fL <br />.of ,:EFFERsaN AVE <br /> <br />q' <br /> <br /> <br />--7 <br />\/// <br /> <br />2: <br />5'{ <br />œ <br />I-L1 <br />1::: <br />LeI <br /> <br />I TELEPH.oNE <br />I UTILITY <br />¡TRENCH <br /> <br />i <br />I <br />1 <br /> <br />¡/ <br />'I <br />,I <br />1/ <br /> <br />i <br /> <br />n <br />!I <br /> <br />"--- <br /> <br />,. <br /> <br /> <br />\ <br /> <br />0 PROPOSED SOIL AND GROUNDWATER <br />GRAB SAMPLING LOCATION <br />0 PROPOSED GROUNDWATER GRAB <br />SAMPLING LOCATION <br /> <br />MIDDLEElELD ROAD <br /> <br /> <br />--":c: :c =='-,:, ::c,- -::::::::' !--::::. =- =::e-.::::' ,:::!- = -- -- ===:: <br /> <br />~ <br />,-- --- <br /> <br /> <br />FæMER <br /> <br />PR.oDUCT LINE AND <br />DISPENSER EXCAVATI.oN <br /> <br />750 <br />UST <br /> <br />------ <br /> <br /> <br />20 <br /> <br />E <br /> <br />T <br /> <br />A <br /> <br />R <br /> <br />40 <br /> <br />- .., <br /> <br />SCALE IN FEET <br /> <br /> <br />I <br />I <br />, I <br />.J <br /> <br />EAS', 11.- FaRMER 1,0.0.0 I <br />MSI 6 - - ~LL_LO~ ~T- "J <br /> <br />-"--- FORMER PUMP AREA <br /> <br />SOil <br /> <br /> <br /> <br />Lli3RARY BLDG. <br />',036 MIDDLEFIELO RO <br /> <br />L_S----- ---~ <br /> <br />--- <br /> <br />,-,--- -- - <br /> <br />;1 <br /> <br />H <br /> <br />@) <br /> <br />T <br /> <br />E <br /> <br />c <br /> <br />H <br /> <br />FIGURE 4 <br />PROPOSED SAMPLING LOCATIONS <br />1020 MIDDLEFIELD ROAD <br />REDWOOD CITY, CALIFORNIA <br /> <br />JULY 2005 <br /> <br />84873 <br />