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Hygienetics <br /> Environmenta Test Boring Log No: B-5 <br /> Location of boring: Project Name: Kaitz Prop. Svs. Total Depth: 10 ft Page: 1 of 1 <br /> ' Project Number: 4234.001 Diameter: 2-inches <br /> N Project Manager: W.E. Motzer <br /> Logged By: W.E. Motzer <br /> B-5 DrillingContractor: Precision <br /> o Driller Name: C. Fricke Inspector. SJCPHS <br /> Drill Ri T _ Date: 6/19/96 Time: <br /> a tartTime: 14JU Date: June 14, <br /> S1449 <br /> .o Complete Time: 1530 Date: June 1 , 1 <br /> 'p onng ept • 10 feet bsg Drawn By: W.E. Motzer <br /> Casing Depth: Disk Name: <br /> Water Depth: not encountered <br /> Backfilled Time: 1540 Date: 6/19/96y: Precision <br /> Sam le Information Soil Identification <br /> S a �cr` b Remarks include color,gradation,type of soll/rock, <br /> �mQ o� �v (visual%order: gravel, sand, sift, clay) <br /> 15condition, particle size, moisture, odor, hardness, etc. <br /> /11 OL/ Dry to very slightly moist organic <br /> /* ,/ =1 <br /> silty clay (top soil) <br /> 2 <br /> 3 OL/(;L <br /> 4 rl Grav silty clay <br /> 5 Gray clay with minor silt <br /> 6 SM/ Tan silt to fine sand <br /> • SC <br /> 7 <br /> 8 SM Tab fine sand/ oxidized (FeQx) <br /> 9 SM <br /> 9.5- 960619-1515 10 SM <br /> 10.0 ft <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 1s <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> Notes: <br /> PROPORTIONS USED COHESIONLESS DENSITY COHESIVE CONSISTENCY GRAPHIC LEGEND <br /> Isamoler <br /> r•r•r•r•r•r•r•r• <br /> oto 2 very so ••ti•ti•titi• <br /> gravel o ito 1oro to a veryloose rtir <br /> 4to 10 loose 2to4 sot rtirtir <br /> Little 10%to 20% 4 to 8 med. soft sand <br /> 10 to 30 med.dense <br /> Some 20%to 35% 30 to 50 dense 8 to 15 stiff silt <br /> dense 15 to 30 very stiff ""."" <br /> 50+ very <br /> And 35%to 50% 30+ hard / clay <br />