Laserfiche WebLink
,fin �. - x a ,�:;. •, � _ 'Sr �, gl`s^oo��v 1+}�ar h� a - '�f f y:, � - i r _ _ <br /> 7 <br /> sand and <br /> sand with lenses of sandy silt, A 4 foot thick clay unit was observed beneath <br /> 1110 <br /> 11]upperng sen, <br /> rillit <br /> Below the clay unit lies a light-brown,well graded sand unit,usue,,y at toast 20 feet countered at approximately 48 <br /> of wells MW-1o, MW-12, PAW-13, and PAW-14, a second clay unit was en <br /> feet below the surface. The second clay unit represents the base of this water bearing zone. <br /> 2.2 Site Hydrogeologyfrom 25 to 30 <br /> During drilling in October, 1989 groundwater was encountered a,depths ranging <br /> feet BGS. Two days after well completion, g <br /> roundwater levels had risen to approximately 22 feet BGS. <br /> on June 12, 1990, groundwater levels had dropped to approximately 24 feet BGS,within the first clay <br /> _ layer. The polentlometric surface map constructed from water table elevations measured on June 12, <br /> ic <br /> :99C is presented as Figure 5. Over the course at the project,as not ledrtolsigniaca tt�off-sith the SiMis <br /> e <br /> of <br /> r less than 0.001 towards the north. This horizontal gradient h <br /> the dissolved petroleum hydrocarbon plume in groundwater. <br /> Slug tests were performed in several on-site wells as part of the PAR investigation to determine <br /> resents the <br /> bearing <br /> the flow characteristics of the water bee;is l zone. Theather0cMW-7 of the groundwater r recoverywone <br /> ell <br /> that requires remediation, and MW-7 is located neard rg agrees with tabulated values for this <br /> proposed In this raport. The measured transmissiviry of 500 gp 9 rain <br /> material (tor example, Freeze and Cherry 1979), but is lower than that estimated from1 he median gpolf <br /> size (d5Q= 0.6-0.8 mm, K = 500-900 gpo1ft2; f3edinger 1961, Masch and puny <br /> will be used in design calculations. <br /> 2,3 Extent of Hydrocarbon impacted Sol! phase. One is a liquid <br /> J Petroleum hydrocarbons exist in two phases in the unsaturatum d0ocarbonszone and dissolved petroleum <br /> adsorbed to soil particles,composed e!separate-phase haserwithin the soil pore space. The vapor phase <br /> hydrocarbons in pore water;the second is a vvapor p <br /> plume is typically greater in extent than the adsorbed phase plume. <br /> A soil gas survey was performed from August It to September lata il illustrated ondefine hF'igure 6e The <br /> of the vapor phase in the subsurface soil. The results o!this survey <br /> shows that hydrocarbon impacted soil vapc,r is limited to the unsaturated zone, and is roughly <br /> survey <br /> concentric around the former tank with a maximum radiusof <br /> a hf drocarbons, as defined by laboratory <br /> The lateral extent of soil impacted by adsorbed•p Y <br /> tank it. The hydrocarbon impacted soil <br /> analyses of soli,Is Less than that determined by the coif gas <br /> rvey. This impacted soil in the unsaturated <br /> zone extends approximately 5o feet radially around the former <br /> - <br /> vapor surrounds the adsorbed-phase plume,and the lateral boundaries <br /> investigation.oth the dsorbed phase and <br /> R <br /> the vapor phase <br /> plumes in the soil were fully defined during the �X, Gtt <br /> Tt:Clt frit'}TEtt <br /> t)u - -- <br />