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aLDRICH Snell <br /> 510871 <br /> File No. 130215,004 <br /> California Regional Water ttualiry,Control Boats <br /> Central Valley Region <br /> RanchoCord�Califon a95670 <br /> Attention: Marcus Perce, AN, COG <br /> Subject: Addendum to Revised soil vapor and Groundwater Investigation Work Plan <br /> Former ectle USA Facility <br /> Ripon, California <br /> Bear Mr Pierce <br /> On behalf of Nestle USA, Inc (Nestle), Haley & Aldrich, Inc (Haley &Aldrich) has prepared this <br /> addendum to the RMredSofl Vapour and GmumMwter fnvanpatbn Work Plan (Revised n, <br /> Haley & Aldrich, 2019a)far the former Nestle facility located at 230Industrial Avenue m Ripon, <br /> California (Site; re1). The Revised Work Plan was submitted to the California Regional Water County <br /> Control Board— Central valley Became Maier Board) on 14 June 2019, and described additional she <br /> to (a) evaluatethe vapor intrusion pathway with additional off-Site soil vapor and <br /> Investigation <br /> sampling, and Rai de and west of <br /> Highway 99 (referred to as the m1mom ,area'for eo'nWi enee). The Revised Work Plan warapproved <br /> the Water Board an 20 June 2019. and the proposed Investigation was conducted in July and <br /> August 2019. On 3 seir ember 2019, Haley & Aldrich submitted the Interim sport on sod vapor and <br /> urourMwater fnvaNdmeuns (Interim Report; Haley & Aldrich, 20191d, which describod the interim <br /> results and findings from the first phase a implementation of the Revised Work Plan. <br /> A detailed description of the Site history, hydrogedogy, and distribution of chemicals of concern (Co¢) <br /> ran He found in the Interim Repon". <br /> Previous North Area Groundwater Investigation <br /> The Revised Work Plan proposed to advance up to six borings in the Ninth Area to the maximum depth <br /> achievable, which was t150 feet below and surface (Had or greater, for the <br /> collection of deptlydiscrete groundwaterAs described samples. described in the Interim Report, of the six <br /> ed locations, depthAncrete groundwater samples were collected from three borings MPs HP1111, and 0; Figure 2), to rammed deplus of 120 feet lags. After multiple attempts at these <br /> locations, it Became apparent that me cone penetrometer test (CPT) drilling equipment could be <br /> advanced beyond 120 feet bgs because 4 a hard soil horizon at this depth. In addition, Aldrich <br /> was not able m obtain access to one of me properties where two proposed bodras were located. <br />