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600 RIVERSIDE RD Geotech Report 2022-10-25
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600 RIVERSIDE RD Geotech Report 2022-10-25
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10/25/2022 1:59:32 PM
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1/25/2022 11:50:13 AM
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Address Document
Street Name
RIVERSIDE RD
Street Number
600
Address Document Type
Geotech Report
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HC-1 D <br />ETP-8 HC-1 <br />South Area <br />Wood Storage Site <br />Perry Baker Islands <br />SE-16 <br />5E-101 <br />o�10 <br />SE-15 B <br />—-.._ <br />TP9219 7 p CPT <br />-R1 <br />B TP92-10 <br />WPp1 MW SE-10 <br />CPT-1 <br />♦ - �' I <br />TP92i WP02 SE-11 B a) B-1 <br />CPT-9 a®(P ® p <br />SEF-21 <br />♦ CAM / <br />SWP03 <br />_1� <br />SE-7 <br />p CPT-10p B� TP92-1 <br />SEF 18 ♦ <br />17 � Ig SE-9 <br />M - <br />SEF-20 <br />A3-08• <br />MSE-14 iP92-8 SE-12 <br />TP92-12 B ®7P92-16 <br />�2�' <br />I9 N <br />TP92 4 SE-3 SE-2 TP92-2 <br />Q 16 <br />B TP92-9 9 <br />N-18 TP92-1 t B �04 B 2 TP92-15 <br />SE-6 <br />B I9 CPT-2 <br />WPD5 v <br />HC-24 B <br />SEF-19 <br />♦SEF-17 <br />♦ SEF-15 <br />M <br />SE-13 is <br />OMW-SE-103 TP92-13 SEA <br />6 <br />TP92-3 CPT-4 SE-1 p <br />�A3-07A ♦ <br />A3-09 ♦ _14 T-7 p M TP92-14 <br />SE-5 SE-4 ® CPT-3 <br />SE-12 E ♦ ♦ <br />&WP-R2 SE-f0 <br />CPT-5 -�----* <br />TP922-19 <br />-PT-6 <br />_ <br />A3-06 <br />♦ SEF-1 <br />~� ~ J v <br />x <br />�_ <br />N ♦SEF-04 <br />SEF 1a ♦� — <br />— — — -- — <br />M SEF-01 <br />■— ___ <br />__ -- <br />-- ---_ <br />r� A3-0 ♦ ♦ SEF-02 ♦ 5EF-09 <br />d ` SEF-03 ♦ ♦SEF-0B <br />SEF-05 <br />�— <br />a <br />CMSEF-06 <br />ro <br />to <br />o <br />Legend <br />OC <br />j c <br />1 : <br />19 <br />Appro)dmate test pit location (Dalton, Olmsted & Fuglevand -1996) <br />` <br />SE-1 <br />G-1 <br />Approximate geotechnical boring location (GeoEngi veers-199ti) <br />n <br />E I C <br />i9 <br />TP92-1 <br />Approximate test pit location (Dalton, Olmsted & Fuglevand -1996) <br />p <br />Approximate cone peneiometer location (SieoEngineers -1996) <br />U U <br />CPI <br />w <br />WP01 <br />Approximate temporary vied point location (Dalton. Olmsted & Fuglevand -1996) B <br />Approximate monitoring well location (Had Crowser - 1989a and 1991) <br />o <br />HC-1 <br />u <br />Lh <br />B-1 <br />Approximate geotechnical boxing location (Dames & Moore -19W <br />B <br />Approximate test pit location (Hart Cromer-1989b) <br />b <br />ETP-1 <br />8 <br />MW-100D <br />Approximate monitoring well location (Emcon -1995) <br />B <br />Apprwdmate boring location {Bart Cromer -1990) <br />CD <br />d M <br />Approximate lest pit location (Emcon -1995) <br />m 4) <br />A3-01 <br />N <br />Approximate test pit location (Hart Cwmer -1990) <br />a I <br />TP101 <br />♦ <br />Approximate test pit location (Emcon -1995) <br />Approximate boring location (Hart Crawler 1991 ) <br />_> <br />SEF-01 <br />A-1 <br />C8 <br />Approxmate test pit location for trestle alignment (Emcon -1995) <br />p <br />Approximate cone penetrometer location (Landau Associates -1999) <br />o <br />m <br />TTP-1 <br />CPT-1 <br />v � <br />m � <br />v 0 200 400 <br />n <br />n <br />o Scale in Feet <br />Base Map Source. Clark M. Leeman Land Surveying, <br />1998 <br />Site Plan of PreVIOL.IS Explorations <br />t <br />Figure E-2 <br />
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