Orange County NC Website
Browse       Search
TABLE 1 <br />SUMMARY OF GREENE TRACT SOIL TEST BORINGS <br />Boring No. <br />Approx. <br />Elevation <br />Termination <br />Condition <br />Termination <br />Depth <br />Depth to <br />Water <br />Depth to <br />PWR <br />B -1 <br />545 <br />AR <br />18.5 <br />NGE <br />12 <br />B -2 <br />545 <br />AR <br />19.6 <br />NGE <br />13 <br />B -3 <br />575 <br />BT <br />45 <br />20.9 <br />NE <br />B -4 <br />555 <br />AR <br />16.7 <br />NGE <br />13 <br />B -5 <br />565 <br />AR <br />25 <br />NGE <br />16 <br />B -6 <br />560 <br />AR <br />33.5 <br />NGE <br />20 <br />B -7 <br />555 <br />BT <br />51 <br />32 <br />NE <br />Bottom <br />Elevation <br />Soil Types <br />526.5 <br />Silts and sands <br />525.4 <br />Clayey sand <br />530.0 <br />very clayey silt and silty sand <br />538.3 <br />sandy silty clay, clayey sandy silt <br />540.0 <br />clay, clayey sandy silt <br />526.5 <br />silty clay, clayey silty sand <br />504.0 <br />silty clay, clayey silt <br />Notes: 1. All borings were performed by Soil and Materials Engineers in November 1982, under contract to <br />Ballentine- Neville and Associates, P. A. <br />2. AR = Auger refusal, interpreted to indicate the top of bedrock. <br />3. BT = Boring terminated in soil before bedrock was reached. <br />4. NGE = No groundwater encountered at the time of drilling. <br />5. PWR = Partially weathered rock, interpreted as material with Standard Penetration Resistances of greater than <br />100 blows per foot. <br />6. NE = Not encountered <br />Study of Solid Waste Management Options <br />for the Greene and Neville Tracts <br />Oranqe County, North Carolina <br />JOYCE ENGINEERING, INC. <br />February 4, 1998 <br />