1910 MERRILL CREEK PKY 2018-11-15

Test Pit Log Project Name: Seaway Tract 1, Lot 5 Job No. � Logged by: 3592-520 MGM Excavation Contactor: N.W. Excavating Notes: i sn�t 'i 1 - . Date: � - ._ _ - �� Test Pit No.: 8/31 !98 TP-2 � Ground Surface Elevation: f 3' W � o I� � � o, SurtaceConditions: Gfavel Pad s� a +� s� �"� �°�) b � p �' r�d � rv U� cn crz � cn I of 1 ; '. �; ' GP-G Gray poorly graded GRAVEL with silt and sand, medium dense, moist ► .� i � .. �+'. 1 ' -- i ��r'� �'•-- � A4 I 71 2 !_ �- — - -- f• i' � I P-SM Gray poorly graded SAND with silt and gravel, medium dense, moist to ,' . � , ' wet i f, Ij. sj__ � �i !; a -- i j I s.s � ' , � i 5 � -6°� fines � !::�� ;i �-- �� ; s - � � � - � � �i � � , ;I 7 ii � . I I a _.. f' � �' I i'�>� -- � �� , i ; s _ � , ._,�. � , . _ � -- - -- -- �" I � SP Grades to gray poorly graded SAND with gravel, medium dense, wet U> �� o i — - I 9.4 5��, °' J 11 E ; 'I - - I t �� ��- ��; , ,2 - '_..V. ��... 1 __"�... .__._ _..-.. ---- � - � Test pit terminated at 12.5 feet below existing grade. No groundwater i ', encountered during excavation. � �� -- TeSt PIt LOg � � ,� • "~ � i i j, � Earth Consultants Inc. Seaway Tract 1, Lot 5 M ,..�; , �'%� �,��i; �,��,�.�g�e�,��,�,s�,�� Everett, Washin ton �+�s �, 9 r7 °i Proj. No. 3592-520 Dwn. GLS Date Sept. '9$ Checked MGM Date 9/10/98 Plate A3 H Subsurface conditions depicted represent our observafions at the time and location of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of mformation presented on this log.