Laserfiche WebLink
<br />CJ <br />• <br />Soil Tvpe Angle of Apparent Test Unil Permeability <br /> Internal Friction Cohesion (psf) Weight (pcf) (cm/sec) <br />I 17.3° 69 103.6 3.6x10-0 <br /> 112.7 6.3x10 <br />II 106.4 7.7x 10'' <br />III 102.4 2.5x10'' <br /> 108.1 8.3x10 <br />Mixed 23.2 202 107.1 4x10'' <br />Mixed soil data from Lincoln DeVorc, Job # 86014-2164-J, 5-28-97, Soil Type I. <br />The lines defming the change bchvecn ~ ~i1 hpes or rock materials on the attached boring logs and soil profiles <br />are determined by interpolation and : More are approximations. The transition between soil types may be <br />abmpt or may be gradual. <br />The boring logs and related information show subsurface conditions at the date and location of this exploration. <br />Soil conditions may di(Per at locations other than those of the exploratory borings. If the structure is moved any <br />appreciable distance from the locations of the borings, the soil conditions may not be the same as those reported <br />here. The passage of time may also result in a change in the soil conditions at the boring locations. <br />GROUND WATER No free water was encountered during drilling on this site. In our <br />opinion the we free water surface is fairty deep in this area, and hence, should not affect conswction. Seepage <br />moisture mac affect construction if surface drainage is not properly controlled. <br />7 <br />