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-Tio <br /> A A. <br /> 65 a, 0 <br /> CD OD c <br /> c'' a' er Northwest Southeast <br /> c" 80 — I Concrete wall I 80 <br /> - <br /> v - B-3 - <br /> cn _ - <br /> -1 0 — 21° 3 - <br /> m a a - 5 FILL — ?� 38 - <br /> v m 60 — 4 y — — 60 <br /> ox o - 35`I Y s — —' Qva — —?— — -- <br /> D D - HH-1 � � ,0_,.)__ - - <br /> �. — --?— 33 - <br /> D 0. - i• - <br /> =*. - Qtb - <br /> / 13 <br /> °) — 40 <br /> �-40 — 22/27/505.5 _ <br /> c - - <br /> 61 o - <br /> ' - <br /> E§. - Z CO> = — <br /> ay n 0 a) - - <br /> f5 x w _ HH-2 - <br /> &I; - a Z, - - <br /> oN Z 20 — _ — 20 <br /> m <br /> RI <br /> > r - - 40' - <br /> e m to < - <br /> O - <br /> m O Z — <br /> n <br /> a D m - - <br /> .tg in .. m 0 <br /> RI — 0 <br /> it T o _ n <br /> >.� Z <br /> r = IiiiiIiiiiiiiiiiiiiiiiiiiIiiiiiiiiiIiiiiiiiiiIiiiiiiiiiiiiiiiiiiiIiiiiiiiiiIiiiil <br /> lig 8 • Z 0 20 40 60 80 100 120 140 160 <br /> --I D <br /> w r Distance (feet) <br /> Exploration <br /> v <br /> 74 m <br /> 0 i Boring Designation— B-1 <br /> 2 x -23 <br /> < -23 - SPT N-value c. NOTES: <br /> m a Groundwater Level—> 1 _23 <br /> During Exploration —23 1) Stratigraphic conditions are interpolated between <br /> 23 the explorations. Actual conditions may vary. <br /> 0 W Geologic Contact — ?- - —? 2) Elevations are arbitrary. <br /> z (approximate) — <br /> Es x Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. \ ` '46 <br /> N:\2016 NGA Project Folders\9619-16 Mason Addition\Drafting\CS.dwg <br />