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'r <br /> V17 August 28, 1991 BALBI&CHANG ASSOCIATES '. <br /> File No. 1525-69 i <br /> i <br /> • Trench excavation and backfill; <br /> • Pavement subgrade preparation; <br /> • Site surface drainage; <br /> • Seismic consideration. <br /> The scope of our work consisted of the field exploration of subsurface soils, laboratory testing <br /> of soil samples, review of local geology, engineering, analysis of collected data, and the <br /> preparation of this report. <br /> C. Authorization <br /> Work covered by this report was performed in accordance with the written authorization on <br /> a letter by Mr. Peter B. Tobin of Barghausen Consulting Engineers, Inc. and dated May 23, <br /> 1991. <br /> II. INVESTIGATIONS AND FINDINGS <br /> A. Site Description <br /> As shown on the Site Vicinity Map, Plate 1 i the project site is located on the southeast <br /> quadrant of Arch Road and Kingsley Avenue in Stockton, California. The property is <br /> roughly a rectangle in shape with a plan dimension of approximately 260 feet by 270 feet. <br /> Arch Road and Kingsley Avenue delineates the north and west boundaries, respectively. <br /> Residential areas are adjacent to the south and east boundaries. The western half of the site. <br /> is currently occupied by a wood-frame house �.and,barns, while the remaining area is vacant. <br /> Topographically, the site vicinity and the site are relatively flat without significant relief. <br /> Unlined drainage ditches exist along the northern and the western boundaries of the site. <br /> At the time of our field exploration, majority of the vacant portion of the site was covered <br /> with low growth grasses. Scattered large trees and bushes were noted in various locations <br /> of the site. Due to the property owner watered the lawn on the day before our field <br /> investigation, the southern half of the site was flooding and the surficial soil was muddy. <br /> However, the drainage ditches were dry. <br /> Pabe 2 of 17 <br />