Laserfiche WebLink
Geotechnical Data Technical Memorandum <br />Hazeltine -Road Runners Rest II Gravel Pit Lining Project <br />December 2000 <br />TABLE 3.1 <br />Summary of the Subsurface Drilling Program <br /> General <br />Location <br />Ground Piezometer <br /> <br />Boring Around <br />Perimeter Surface <br />Elevation therburden <br /> <br />(feet) Bedrock <br /> <br />(feet) Total <br /> <br />(feet) U r <br />PPe <br />(feet) Lower <br /> <br />(feet) <br />B-101 Hazeltine-North 5028 38 17 55 32-37 49-54 <br />B-102 Hazeltine -East 5029 13 22 35 4-9 29-34 <br />B-103 Hazeltine -South 5030 52 18 70 43-48 63-68 <br />B-104 Hazeltine-West 5039 37 17 54 27-32 47-52 <br />B-105 Road Runners Rest II-North 5024 32 23 55 -- -- <br />B-106 Road Runners Rest 11-North 5023 28 22 50 -- - <br />B-107 Road Runners Rest II-North 5024 31 24 55 - -- <br />B-108 Road Runners Rest II-NE cor 5019 25 25 50 18-23 28-33 <br />B-109 Road Runners Rest 11-East 5024 47 33 80 -- - <br />B-110 Road Runners Rest II-East 5023 47 22 69 40-45 50-56 <br />B-111 Road Runners Rest II-SE cor 5021 47 23 70 - - <br />B-112 Hazeltine-SE cor 5030 11 32 43 -- -- <br />B-113 Hazeltine-SW cor 5032 31 24 55 -- - <br />B-114 Hazeltine-NW cor 5035 32 38 70 -- - <br />B-115 Road Runners Rest II-SW <br />cor 5030 29 21 50 - - <br />B-116 Road Runners Rest II-West 5029 31 24 55 - - <br />B-117 Road Runners Rest II-NW <br />cor 5027 28 37 65 21-26 31-36 <br />B-118 Road Runners Rest II-North 5040 45 25 70 - - <br />B-119 Road Runners Rest II-East 5028 48 22 70 -- -- <br />B-120 Hazeltine-South 5031 29 26 55 - - <br />1. The "-"indicates that a piezometer was not installed in the boring. Instead, the boring was backfilled <br />with cement-bentonite grout. <br />GEi Consultants, Inc. 3_~ gg~~sq~y m,,,ye <br />