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Rally's Stockton Work Plan 5 <br /> Project No. 91349.A <br /> Geology <br /> A typical soil section of the project area consists of 0' to 4.5' dense, damp <br /> Dark Clay (CH); 4.5' to 10.0' dense, damp Brown Silty Clay; 10.0' to 20.0' <br /> damp, medium dense Brown Silty Sand. <br /> Hydrology <br /> Within the study area, groundwater is generally encountered approximately 40 <br /> to 50 feet below ground surface (Woodward Drilling, 1991 ). Hydraulic <br /> Gradient information is not available, however surface water and shallow sub- <br /> surface groundwater is expected to be governed by topography and geologic <br /> contacts and should flow in a southwesterly direction. <br /> A review of the geology of the site area indicates the site should not lie above <br /> hard-rock mine workings (see Site Map). The site is not in, but is near drainage <br /> basins. No water wells were observed in the immediate vicinity of the <br /> investigation site. <br /> Time Line <br /> - Work will commence on or before 12 November, 1991 ; <br /> - Work will be completed on or before 13 November, 1 991 ; <br /> - A draft report will be submitted on or before 20 November, 1991 ; and <br /> - A final report will be submitted on or before 23 November, 1991 . <br /> Reviewed by: FES o Very Trul s, �iKON;sEN•o <br /> YOU L 8�ASSOCI, ,$.IyIM��c9% <br /> ao.6E000923� m i <br /> EXP.9-30-93 tao. 13 8 o i <br /> � �.xpires <br /> Dennis E. Young � ��G� �Q av, i B., Jermstad, R. A. ,�® <br /> Principal Engineer IFOF ���\F� Proje t;beologist <br />