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SAMPLING MONITORING WELL DMW-5 ID DRILLING METHOD Hollow Stem Auger 8" ,� ccSAMPLING METHOD Drive Sample Splitspoon-Continuous Core - DATE COMPLETED n w ELEVATION (TOP OF CASING) 0514195 a ft MSLD 35 m can SYMBOLS DESCRIPTION CL 35 CC 42/36 5 1S ---------------------- ---------------— Brown SILTY SAND,very fine to medium grained sand, 155 dense, moist, poorly graded Interbeded sand and silts, 40 DS 36 18112 _ micaceaus 0 r ML Brown SILT with sand, very fine sand, medium stiff, CC 14 7 42/42moist LT=O z CL - ------------------ -------------- a BROWN SILTY CLAY, very stiff, moist,MC<PL, medium plasticity, trace sand, trace white seams, trace olive o 52 grey seams, blocky structure 45 DS 32 18112 5 CC 42/42 28 Increase in sand and silt content silty clay with very 24 fine sand, very stiff, trace greentsh-grey seams LT=2 w 50DS 39 18/12 0 W _ n. ML Brown SANDY SILT to silt with sand, fkne grained sand, - w CC 42 �~ very stiff, most, trace olive grey to greenish grey o = L seams trace white seams, some weekly cemented C zones _ M 37 - m - — Color change to yellowish red 55 DS 36 18/16 5 _ CC 42142 SM Brown to yellowish red SILTY SAND,very fine grained, 11 dense, moist well graded m = Increase in sand to sandy silt ro` - LU 60 DS 32 18116 ML Brown CLAYEY SILT wiht sand,very stiff, moist,low -w Plasticity MC<PL, white seams,sample is wet 0 0 CC 42142 Increase in sand to sandy silt # = o - w W SM Brown SILTY SAND very fine to line grained, dense, wet, _ poorly graded,weakly cemented zones, blocky = cementation,micaceous = 65 CC 60/60 Decreases in silt content to sand with silt, line to 5 - medium sand, predominantely, fine sand - -- Increase in sift content siltiy sand very fine to fine = sand, weakly cemented = No more weak cementation - 70 170 1 Static Water L e vel 1Z 1st Water During Dulling MONITORING WELL DMW-5 Monitoring Report American Forrest Products Company Dames Moore Stockton 15885-015-044 Page 2 of 3