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t• <br /> a <br /> GROUNDWATER Drilling Log <br /> —� TECHNOLOGY, INC. Monitoring Well —14— <br /> Sketch Map <br /> ownerowner <br /> project — J" 2Q2 799-SQ45.Oo <br /> M3 Pro t Number SSS SITE PL�� <br /> Location lante� F, Diameter_ fl --- <br /> 11/1 L-12 a9Tata1 Depth of Holed- •- <br /> Date Drilled 22,9 ft. <br /> Surface Elevatlon34.4--�vter Level Initial� ?5 fts-24—hour ao�—-020----in. <br /> 4Q ft. <br /> Screen: Dla.�2 in' Lan th <br /> . Slot Sl <br /> PVC <br /> Casing: Dla. 2 in. engthQ [�.--�Type o,�Gr��m Auer �--- <br /> Or1111ng P Y A Terrain -Drilling Meihod �4J.1-- Notee:no product <br /> Com an � G- Moore odor detected in <br /> Driller— HOIt Log by <br /> R1 <br /> X422 any samP <br /> E.K. Simonis License No. •3• P <br /> ... Geologist / Engineer <br /> Description/Soil Classiflcatton <br /> (Color. Texture, Structures) <br /> t 0 Gravel <br /> and cement chunks <br /> Dark brown, vert fine to medium grained sand (medium <br /> 'l ( I :;....• dense, damp) <br /> 2 � l .,••: <br /> a II <br /> 4 11I pp "I I <br /> I a j A :.sw <br /> 6 <br /> (grades coarser) <br /> 12-��:.. • . - Brown, sandy, clayey <br /> silt (very stiff, damp) <br /> }} :• MLdamp, iron <br /> •. II l Gray-brown, silty sand (medium dense <br /> , <br /> 14� l5µ r, oxide stain:;) <br /> : :. � , , ► <br /> 16 '• I ML Gray-brown, sandy silt (very stiff, damp, iron oxide <br /> stains) <br /> %. 2 �1 C ! Brown, fine to coarse grained sand (medium dense, <br /> 18 damp) damp) <br /> ML grown, sandy silt (very stiff, P <br /> .i 20-1 �� fine to medium grained sand (medium dense <br /> II I I Gray-brown, <br /> ' 4 ! <br /> wet) <br /> 32 ` D (grades coarser) <br /> 22 4 .s __ <br /> Encountered :rater 11/11/89 (153 hours? <br /> 24-� Poge3ot� <br /> a/U ftm c <br />