Laserfiche WebLink
e ` <br /> X <br /> E Q�I > <br /> Quality Control Inspection <br /> ,or <br /> M <br /> - LOG OF BORING - <br /> PROJECT: University Public School BORING DATE: 7/2/99 <br /> PROJECT NO: E-99-830 SURFACE ELEVATION: unknown LOGGED BY: D- Chesney <br /> TYPE OF BORING: Perc DEPTH GROUNDWATER LEVEL:Approx 75 ft <br /> BORING NO: East-Deep <br /> am am m <br /> m3 <br /> m ami 3 E E m E m E TYPICAL DESCRIPTIONS '' �j LABORATORY <br /> aLL mn �Z (7y -iy Doa o❑ TESTS <br /> �o <br /> !) M1111UU1 Vegetation <br /> 5 CL Yellowish brown clay, with some sand, <br /> moist <br /> 1 CL/ Olive gray clayey silt, plastic, moist <br /> ML <br /> SM Olive brown silty sand, 13-15 ft, fine <br /> 15 CL/ Reddish brown clayey silt/silty clay, <br /> ML stiff, slightly moist <br /> 2 CL Brown clayey silt, very stiff , slightly <br /> ML moist <br /> 25 ML Brown silty clay, very stiff, slightly <br /> CL moist <br /> Boring terminated at 25 feet <br /> NOTES: 1. ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> X - Depth of undisturbed sample referenced to existing ground <br /> ❑ - Depth of sample attempt with no recovery surface at time of drilling. <br /> ® - Depth of refusal — exceeds 100 blows <br />