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DeP�+ <br />(ft.) ---- <br />n lU" TOpSOIL fine with less than 9 <br />SM L1¢ht brown, silt� SAND, <br />15X gravel� dry to moiet, loose, becomi•�g medium <br />dense at 2 <br />Grades to <br />sm Light gray silty SAND, fine to medium vith 20-25Z 4 <br />gravel, less than 5% cobbles, moist, very denae <br />(till) <br />Becomes vet at 9' 10 <br />Test pit terminated at 10 feet below existing grade. No <br />groundwa:er seepage encountered during excavation. <br />�,p� By �_ <br />p� 10/10/SS <br />i ierc <br />TEST PIT NO. .�- <br />Seil Descriotion <br />Elev. .i�.��= <br />W <br />1%1 <br />0 <br />0 <br />i0 <br />16 <br />�oYY�d BY �— Elev. 625± <br />�, �,� S'EST PIT NO. �_ <br />6" TOPSOIL <br />em Light to medium brovn, silty SAND, fine vith less 21 <br />than 15% vel moist o se <br />__ _ Be€�rs�m_���um aense, 1 g�it tan with bro�.: <br />Grades to <br />sm I.ight gray silty SAND, fine to medium vith less 24 <br />than 20% gravel and les.s than 5% cobbles, moist, <br />very dense <br />Becomes vet at 7' 10/10 8� <br />�'�� Becomes saturated with orange mottle& medium sand 16 <br />lenses <br />Test pit tcrminated at 1G feet belocr existing grade. Sli�ht <br />groundvater eeepage eccountered at 8 feet during excavation.. <br />�h <br />COl1fg�8i1�� Y11C. <br />6[OT[CMNIC�L [NGIP1[[RING � 6EOLOGY proj, No� 2�%3 <br />TEST PIT LOGS <br />EVERGREEN PLAZA <br />E4ERGTT, WASHINGTON <br />D�te Oct.'85 �PI� 5 <br />