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__ • <br /> Test Pit Log • <br /> Project Name: Sheet of • <br /> Eclipse Mill Property 1 1 <br /> Job No. Logged by: Date: Test Pit No.: • <br /> 7989 MGM 11/27/00 TP-4 • <br /> Excavation Contactor: Ground Surface Elevation: <br /> NW Excavating 15' _ <br /> • <br /> Notes: <br /> • <br /> o IIo Surface Conditions: • <br /> General 6 R E °' " E `3 E •t ) 6 la to D <br /> Notes ' <br /> ••• ML Brown SILT with organics and gravel,loose, moist(Fill) • <br /> •40.�i�i� <br /> • 2 GM Gray silty GRAVEL with sand,dense, moist(Fill) <br /> • 3 IP <br /> • -comprised of angular concrete and brick fragments in silty sand • <br /> �����♦ . 4 — • <br /> � matrix <br /> 15.4 �����• S — • <br /> •♦ <br /> i!!! 0 <br /> %% s SM Blue gray silty SAND, medium dense, moist(Fill) <br /> 12.7 ����:, <br /> • <br /> •••• -very heavy seepage • <br /> �:±• 8 Wood debris from 7.5'- 12', becomes water bearing (Fill)• • <br /> ••� • <br /> • �� -comprised of large buried logs(Class 1) <br /> II <br /> III <br /> • <br /> • <br /> • <br /> 56.7 12 ML Blue gray SILT with organics, loose,wet • <br /> 13 • <br /> Test pit terminated at 13.0 feet below existing grade due to excessive <br /> groundwater seepage and large wood obstruction.Groundwater • <br /> seepage encountered at 7.5 feet during excavation. <br /> • <br /> • <br /> O. <br /> • <br /> a • <br /> - n • <br /> W • <br /> a <br /> _ a ,0".. 11. AV Test Pit Log • <br /> :C1 ' ,1 vi Earth Consultants Inc. Eclipse Mill Property • <br /> 2 r clinical Fngirte ctS.0 k�gLsis&Fnv(mnnxnral:icte:ntkgs <br /> ��oI1 ��1r ,�1Everett,Washington • <br /> a <br /> 12 Proj.No. 7989 Dwn. GLS Date Dec.2000 Checked MGM Date 12/19/00 Plate A5 • <br /> Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and • <br /> judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of <br /> infnmraKnn n neentael n."N,ic 1.... • <br />