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BORINGNVELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> LOG <br /> PID <br /> (ppmv) <br /> DEPTH <br /> 0 <br /> Asphalt <br /> 1 <br /> Grout <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 0.5 CL_Silty clay, brown, moist. <br /> 6 <br /> 7 y <br /> 8 <br /> 9 <br /> 10 .................................... <br /> :::r` rrrr <br /> 1.5 tt�c�sr�r�rt SP-Sands, brown, some gravel and <br /> 11 t�r��it�tt fines, moist, <br /> •-�trrrrrt <br /> rrrrrr <br /> trrrrr• <br /> 12 't�t'�t'�����1,%t <br /> r�r�r�r•�t'4t�t• . <br /> ��i�r�r•�t�i�r <br /> 13 'rr�rrr�r�'r <br /> 14 €two t <br /> :•rrrrrrr <br /> •,6 yR•�, <br /> p •r`tr'"s.,ti.k., Silty sand, brown. <br /> 2'• <br /> 15 � ,C�C`t+rr TD @ 15 FT <br /> Explanation contacts: APEX ENVIROTECH, INC. <br /> Water level during drilling ® Sieve sample Solid where certain JOB NO. <br /> Boring/Well Log <br /> Water levet in completed well ® Grab sample INS soon. Dotted where approximate <br /> Details GP-4 ERA02.004 <br /> Estimated permeability <br /> Moore Petroleum BORING/ <br /> Location of recovered drill sample est K (hydraulic conductivity) Dashed where uncertain 5491 F Street WELL <br /> tK=primary,2K=secondary Banta,CA <br /> . Location of sample sealed for !VR No Recovery rr lrzez Hachured where gradational 4!8!59 GP-4 <br /> chemical analysis <br /> a <br />