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' SOIL BORING LOG AND Project No D-101 <br /> WELL CONSTRUCTION DIAGRAM Sheet 2 of 3 <br /> FIELD LOCATION OF BORING AL CLIENT/LOCATION PLANNED USE BORING DEPTH. BORING/WELL NO <br /> Conrad /Stockton Investigative 81 Feet CPT B-7 <br /> Ile N DRILLING CONTRACTOR. DRILL RIG TYPE WELL DEPrkL BORING DIAMETER- <br /> SITE Gregg In Situ CPT Rig N/A 175 Inches <br /> 1 <br /> a � I • I DRILL RIG OPERATOR. WELL MATERIAL. FILTER PACK SCREEN SLOT SIZE <br /> ' s r GreggGudmundsan N/A N/A N/A <br /> ___I WELL SEAL <br /> ACA CIA N/A Boring grouted from 81" to surface <br /> SAMPLING ESTIMATED SAMPLING METHOD Push tool/1" dram sampling tube <br /> Z PERCENT <br /> V O MONITORING INSTRUMENT Sensidyne FID <br /> FIRST ENCOUNTERED WATER DEPTH. Not Measured <br /> O1, sTAnc WATER DEPTH-DATE Not Measured <br /> Poorly graded SAND(SP), dark grey, fine grained <br /> 61 5 95 5 sand,wet <br /> x <br /> o `'4 <br /> U <br /> 65 <br /> z 5 5 95 CLAY (CL), dark green grey, moderate plasticity, <br /> atrace silt, trace fine sand, wet <br /> �n <br /> 67 <br /> 68 <br /> Z <br /> 69 <br /> II <br /> 70 <br /> 11 <br /> I <br /> 50 100 CLAY (CL), green grey, moderate plasticity, wet <br /> 71 <br /> p <br /> �0 I <br /> V <br /> I 77 <br /> I73 I I <br /> I I I <br /> I I I, VI <br /> 4 I 74 I F I <br /> I I I <br /> 75 <br /> 75 95 5 Poorly graded SAND (SP), dark grey,fine <br /> ' 76 grained, wet <br /> I I I <br /> � <br /> I <br /> 7 !i <br /> i 78 i r \ ♦ \ \ II {E rl- <br /> 1 ----- <br /> I I 0 ��I i I i� I � rl� I I I I i I � I I I I ♦v♦v♦v\♦ IfI� I 'I I!'� � � ��� I ,i�I I �I,II�� ��I I�lill,l�'�[pp��k��—_"'---- I <br /> C <br /> 79' E I \\4♦\\4♦ F i � 'I+ III I 1 I'I I I I I I�I i I V I I ,I I f ! I I! <br /> ' \ ♦ ♦ \ 1 I 1 I d <br /> 6 ♦ • ♦ ♦ I 1 1 1 ! <br /> 4 \ \ \ I <br /> E I I I (I! I I � J I, I `'••♦♦`` ! it l i "i1 III � i t I <br />