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Geotechnical Data Technical Memorandum <br />Hazeltine -Road Runners Rest II Gravel Pit Lining Project <br />December 2000 <br />TABLE 4.6 <br />Summary of Bedrock Packer Permeability Test Results <br /> <br />TestZOne Rock Mass Hydraulic Conductivity (cm/sec) <br /> <br /> <br />Boring Depth <br />Below Top <br />of Bedrock <br /> <br />Predominant Generel Weathedng <br />and Fracturing <br />Charecteristics Test Pressure (approximate percent of estimated effective <br />overburden pressure) <br />Number (ft) Bedrock Type 50 75 90 75 50 <br />B-101 4-12 daystone slight 1.3E-04 1.2E-04 7.5E-05 ' <br />B-101 12.17 daystone non slight • <br />B-102 7-22.2 Gaystone slight-intense 4.6E-OS 7.6E-OS 9.7E-OS 6.3E-05 3.1E-05 <br />B-103 6.518.5 claystone slight-moderate 1.2E-03 9.7E-04 8.4E-04 8.6E-04 1.1E-03 <br />B-104 8-13 siltstone slight-moderate ' <br />8-104 14-16.7 silfstone slight-moderate ' <br />8-105 6.12 siltstone slight-moderate 1.0E-04 ' <br />B-105 13-23 Gaystone slight-moderate 1.2E-05 1.6E-OS 4.6E-OS 3.9E-OS 2.4E-05 <br />B-106 S12 daystone slight intense - - - <br />B-106 10.22 Gaystone slight-v, intense - - - - <br />B-107 7.3-14.3 claystone slight-v. intense ' <br />B-107 17.3-24.3 Gaystone slight-intense ' <br />B-108 1525 Gaystone non-intense 6.5E-OS 7.2E-OS 7.7E-05 6.5E-OS <br />8-109 6-13 sandstone slight-intense ' <br />B-109 13-23 sandstone moderate-intense 4.6E-05 2.4E-05 3.2E-OS 2.4E-05 1.2E-OS <br />B-110 6-13 daystone slight-moderate ' ' <br />B-110 13.22 daystone slight 2.5E-05 1.3E-OS 4.8E-05 2.5E-05 6.3E-06 <br />B-111 7-13 Gaystone slight-intense 3.8E-05 2.4E-05 1.0E-05 1.8E-05 1.9E-05 <br />B-111 14-23 sandstone slight-moderate 6.7E-06 8.2E-06 6.2E-06 <br />B-112 4-18 Gaystone sight-intense 8.3E-OS 9.1E-05 8.2E-05 7.3E-05 4.1E-05 <br />B-112 24-32 Gaystone slight-intense ' <br />B-113 7-14 sandstone slight-intense 3.0E-04 1.4E-04 8.6E-OS 8.6E-05 6.3E-05 <br />B-113 14-24 Gaystone slight-intense 6.5E-05 ' <br />B-114 S13 daystone slight-moderate - <br />B-114 13-23 daystone slight-intense 7.3E-05 3.9E-05 3.4E-05 3.9E-OS 2.7E-05 <br />9fi'_IS~gcp ,mwyd 4-5 ~ GEI Consultants, Inc. <br />