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Bur <br />:aliforma to <br /> ie accomplished on these two sites.. As <br /> 1, some assessment work has already been <br /> the Van Buren Street Property, and in the <br /> OAK STREET dison Street Property. Assessment work to <br /> y on a per tank basis. <br /> groundwater has historically ranged from <br /> )r bid preparation purposes, consultants are <br /> APARTMENT B R DOOB z depth to groundwater in estimating their <br /> h <br /> o MNz MN< <br /> g TPbo HMO <br /> B ] IN <br /> Ss0 0 <br /> T Ts T <br /> @ 4E, 1 .100 work has indicated that cone penetrometer <br /> both representative soil samples and for <br /> FREMONT STREET ie unconfined aquifer below 30 feet BGS. <br />-%— %— X—` ) this IFB by proposing the use of CPT for <br /> Tk ° BB MW< > for impact assessment activities. The use <br /> BODY MNS SB2 <br /> % MN2 ay render a bid as unresponsive to the IFB <br /> REPAIR 0 <br /> DRIYEIIAY SHOP <br />_% MNs MNI [� <br /> Q TPX[ @O TPHI 2A VI <br /> B <0.50 B 90 <br /> % E <0.50 E IN <br /> SHOP X X W- All be used to ascertain the need for <br /> = DRIVEWAY O % otallation locations for said wells. For bid <br />"°P CO°ERE° PARI""° wells are to be bid for installation to a <br /> —%—% <br /> LINDSAYSTREET %— _%—% !0 feet BGS to 50 feet BGS. Bidders are <br />%-X` <br /> :n preparing their estimate as the use of <br /> NNO PENCE (TYPICAL) <br /> mresponsive. <br /> i wall of the repair shop building on the <br /> ion has been shown on Figure 1. <br /> este oil. Some discrepancy exists with <br /> ;d sizes range from 250 to 500 gallons. <br /> )rted the condition of the tank as "poor". <br /> x <br /> ank as having "numerous holes". Tank <br />' SITE MAP <br /> ratine. Project North ata NORTH VAN BOREN STREET/ <br /> 0 50 100 a29 VUCKEON.ICAIJPORMA <br /> I Xylenes. <br /> $cele N Peet <br />!aboaundwater Analytical Results <br />