Laserfiche WebLink
~CORNERSTONE <br />L`: EARTH GROUP <br />APPENDIX A: FIELD INVESTIGATION <br />The field investigation consisted of a surface reconnaissance and a subsurface exploration <br />program using truck-mounted, hollow-stem auger drilling equipment. Six 8-inch-diameter <br />exploratory borings were drilled on December 17, 2007, to depths of 20 to 41 %Z feet. The <br />approximate locations of exploratory borings are shown on the Site Plan, Figure 2. The soils <br />encountered were continuously logged in the field by our representative and described in <br />accordance with the Unified Soil Classification System (ASTM D2488). Boring logs, as well as <br />a key to the classification of the soil and bedrock, are included as part of this appendix. <br />Boring locations were approximated using existing site boundaries, a hand held GPS unit, and <br />other site features as references. Boring elevations were based on interpolation of plan <br />contours. The locations and elevations of the borings should be considered accurate only to the <br />degree implied by the method used. <br />Representative soil samples were obtained from the borings at selected depths. All samples <br />were returned to our laboratory for evaluation and appropriate testing. The standard penetration <br />resistance blow counts were obtained by dropping a 140-pound hammer through a 30-inch free <br />fall. The 2-inch O.D. split-spoon sampler was driven 18 inches and the number of blows was <br />recorded for each 6 inches of penetration (ASTM D1586). 2.5-inch I.D. samples were obtained <br />using a Modified California Sampler driven into the soil with the 140-pound hammer previously <br />described. Unless otherwise indicated, the blows per foot recorded on the boring log represent <br />C the accumulated number of blows required to drive the last 12 inches. The various samplers <br />- are denoted at the appropriate depth on the boring logs. <br />Field tests included an evaluation of the unconfined compressive strength of the soil samples <br />using a pocket penetrometer device. The results of these tests are presented on the individual <br />boring logs at the appropriate sample depths. <br />Attached boring logs and related information depict subsurface conditions at the locations <br />indicated and on the date designated on the logs. Subsurface conditions at other locations may <br />differ from conditions occurring at these boring locations. The passage of time may result in <br />altered subsurface conditions due to environmental changes. In addition, any stratification lines <br />on the logs represent the approximate boundary between soil types and the transition may be <br />gradual. <br /> <br />Ponderosa Active Adult Community Page A-1 <br />132-2-1 <br />