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E <br /> QC1uality Control �izspection <br /> r <br /> S <br /> r� <br /> - LOG OF BORING -- <br /> PROJECT:^Renr Creek Crim!1-nity ..,Church BORING DATE:- 416197 <br /> PROJECT NO: E-92-657 SURFACE ELEVATION: 70 ft LOGGED BY: DC/JW <br /> TYPE OF BORING:Exploratory DEPTH GROUNDWATER LEVEL: Apprnx - 6n ft <br /> BORING NO: U1 <br /> — — <br /> r t o m aCLM ma m� <br /> C- o E.0 M E m a m E TYPICAL DESCRIPTIONS 4 v -'� LABORATORY <br /> C 1A_ - a)Z vCD a -0 C TESTS <br /> �e <br /> Black , heavily organic clay with some <br /> O <br /> H silts . Dry at surface, moisture at 1 . 5 <br /> �+ f t . <br /> 5 S C Very fine sandy silt with interbedded <br /> clays , brown, moist . <br /> W Medium coarse sand with interbedded <br /> silts , brown , moist. <br /> ! <br /> i <br /> 1 <br /> I1 W Coarse sand with slight interbedded <br /> silts and clays, light brown, moist . <br /> i <br /> i <br /> 2 SW Medium coarse sand, well graded, light <br /> brown , moist <br /> 4 2 SW Medium coarse sand, well graded, light <br /> brown, moist - <br /> Boring terminated at 25 ft <br /> NOTES: 1. ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> CK - Depth of undisturbed sample referenced to existing ground <br /> 0 - Depth of sample attempt with no recovery surface at time of drilling. <br /> IF - Depth of refusal — exceeds 100 blows <br />