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' BORINGIWELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> NOTE ANGLE SOIL BORING LOG <br /> ANGLE =30 DEGREES FROM PID <br /> VERTICAL, ANGLED NORTH (ppmv) <br /> DEPTH <br /> 0 <br /> ' 1 Concrete <br /> 2 ., . <br /> Y <br /> 4 :•: <br /> . . <br /> SM-Sitly Sand, brown,moist, <br /> 5 •;•;� no odor <br /> IM •N•••••.i•• <br /> 6 <br /> 7 -; <br /> r <br /> 8 S \ S {•S•\•\ ..................................... <br /> rrrrrrr <br /> Grout titir�i•c�i�i <br /> i���i�i•�i•�i�r <br /> 9 rt'+=4ttit4rr <br /> i-�itir�r�i�i•4t <br /> '3.4*4.4�•� <br /> 10 D rw�rti ti� � <br /> rrrrr�r <br /> i�c�i•�r�����i <br /> 71 r�r4rtie�r r SP-Medium Sane! possible fill <br /> r�c4i�r�i�t�.r �P . <br /> i -iti��►'�:• no odor <br /> i��•�i���i��-fit <br /> 12 +,• •S ti•�• <br /> ti S'r4r4�4�ti <br /> 01 <br /> r4 ��rtit <br /> 13r�rr�i �r <br /> rrrrrt� <br /> i�i�i'�i���i�i• <br /> irrtrrr <br /> 14 i��•�i�t�i�i�t <br /> i4e•�i��~?4i�� <br /> 15 <br /> Explanation Contacts APEX ENVIROTECH, INC <br /> Water level during dniling ® Slave sample Solid Mere certain <br /> Boring/Well Log JOB NO <br /> Water level in tem eted aell ........ Details VSB-1 ERA02 006 <br /> pl � Grab sample Dotted vttiere appro>amate <br /> Estimated permeability Moore Petroleum BORING! <br /> Location of recovered drip sample est K (hydraulic conductivity) Dashed Mere uncertain 1399 E Yosemite Avenue WELL <br /> 1K=pnmary,2K=secondary Manteca,CA <br /> ■ Location of sample sealed for NR No Recovery •r r r 3 Hachuredvvhere gradational tY1A5f96 <br /> chemical analysis VSB-1 <br />