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INK a A FORM R -E: <br />Moisture <br />Ory Density Consent <br />� <br />Blow/ � Sample ',B-1 <br />No. � USCS <br />DESCRIPTION <br />lb/ rye 5 � <br />FL � <br />I <br />� <br />i � SM <br />Fill: Silty Sand: Medium Grey -Brown; <br />i <br />I <br />Minor Plastic Fines; Fine Grained; <br />i i <br />Well Graded; Damp. <br />SP <br />Sand: Medium Blue -Green; No Plastic <br />1 <br />Fines; Fine -to -Medium Grained; <br />Moderately Poorly Graded; Moist. PID 700 <br />1 <br />SP <br />Sand: Light White -Grey; No Plastic <br />Fines; Fine-to-MediTnn Grained; <br />2 <br />� <br />i�iu3erately Poorly Grayed; Minter Mina.; <br />Moist. PID 950 <br />SP <br />Sand: Light Yellow -Brown; No Plastic <br />25 <br />Fines; Fine -to -Medium Grained; Poorly <br />Graded; Micaceous; Moist. PID 800 <br />MH <br />@ 22 Feet Harder Drilling <br />30 <br />Sandy silt: Light Green -Grey; No <br />Fines; Minor Very Fine Sand; <br />SW <br />Micaceous; Very Weakly Cemented; <br />Micaceous; <br />35 <br />Damp -to -Moist. PID 950 <br />v <br />Sand: Medium Brown -Grey; No Plastic <br />I <br />Fines; Very Fine -to -Fine Grained; Well <br />40 <br />� <br />Graded; Minor Mica; Damp. PID 850 <br />c <br />Groundwater Encountered at 47 Feet. <br />0 <br />SM <br />Silty Sand: Light Orange -Grey; Minor <br />45 <br />� <br />Plastic Fines; Fine Grained; Well <br />Graded; Minor Mica; Damp. PID 1000 <br />SM <br />Silty Sand: Medium Light Green -Grey; <br />50 <br />Minor Plastic Fines; Very Fine Grained; <br />Micaceous; Damp -to -Moist. PID 0 <br />SM <br />Silty Sand: Medium Red -Brawn -Grey; <br />55 <br />Minor Plastic Fines; Fine -to -Medium <br />Grained; Well Graded; Damp -to -Moist. <br />PID 0 <br />60 <br />SC <br />@ 65 -Feet Clayey Sand: Light Orange - <br />Grey; Moderately Plastic Fines; Medium <br />Grained; Well Graded; Minor Coarse Sand; <br />65 <br />I <br />Moist -wet. <br />BORING TERMiNATID AT 65 -FOOT DEPTH <br />NOTES: <br />1. Boring Drilled on 10-16-85. <br />2. Groundwater Encountered at 471. <br />3. No Caving Noted. <br />4. PID-Photoionization Detector Reading- <br />LOG OF BORING NO. 1 <br />PLATE <br />J.H. KLEINFELDER & ASSOCIATES <br />�� <br />GEOTECHNICAL CONSULTANTS . MATERIALS TESTING <br />IV <br />PROJECT NO. W-2008-1 <br />INK a A FORM R -E: <br />