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COMPLIANCE INFO_PRE 2019
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PR0527808
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 11:16:36 AM
Creation date
5/4/2021 10:15:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0527808
PE
2960
FACILITY_ID
FA0018851
FACILITY_NAME
PORT OF STOCKTON-ROUGH & READY ISLAND
STREET_NUMBER
2201
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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ers Environmental ...6k Services, Corporation <br />1600 Riviera Avenue, Suite 310 <br />Walnut Creek, CA 94596 <br />925 938.1600 <br />Boring Log: MW-4S/P <br />Page 1 of 1 <br />Date: 2/25/2009 Logged By: Tyson Fulmer Well Specifications <br />Location: Bulk Commodity Terminals, Stockton, CA Elevation <br />GSE: TOC: <br />Depth to Water <br />Initial: ft. Static: 7 ft. <br />Total Well Depth: 25.5 ft. <br />Lat.: Pending Long: Survey <br />PVC Diameter: 2" PVC <br />Screen Interval: MW-4S: 20-25, MW-4P: 7.5-loft <br />Screen Slot Size: 0.010" <br />Client: Port of Stockton <br />Drilling Co.: Precision Drilling <br />Drilling Method: 8" Hollow Stem Auger Driller: Chad <br />Well Sand Filter: 2/12 Monterey Well Seal: Bentonite <br />Grout Materials and Method: Neat cementirremie <br />Completion: Flush mount with box <br />Groundwater Sampling Method: NA <br />Soil Sampling Method: SPT Sampling Depth, bgs (ft) io <br />-a <br />c) <br />I:0 1 Soil Sample Saturated Zone C-) Cl) D Graphic Log u) Material Description Well Diagram <br />MW-4P MW-4S <br />5— <br />- _ <br />- <br />10 — <br />- <br />_ <br />_ <br />- <br />_ <br />20— <br />_ <br />_ <br />_ <br />- <br />25— <br />_ <br />- <br />_ <br />\ \ kM r <br />a <br />W <br />Silty clay (CL) very dark brown, roots, grass, organics, 30% silt, soft, medium plasticity, damp <br />- <br />V v <br />1,4 <br />11 <br />\ <br />V ‘041 <br />,,,d <br />m <br />\ <br />,><' <br />..><' <br />\ <br />\‘‹ <br />Hand auger upper 5' <br />\ <br />.,><, <br />.,>< <br />\ ush SPT sampler <br />p <br /> switch to Cal-modified <br />sampler to get <br />continuous sample @5' <br />\\ <br />< <br />W <br />\ \ <br />* <br />ML <br />- Sandy silt (ML) dark yellowish brown, 40% sand, poorly sorted, soft, damp, _ <br />decrease in sand content at 5' bgs 20% sand <br />- - <br />_ - <br />2 <br />k <br />k \\ <br />k\\ \ \ <br />k i <br />\ \, <br />.w... <br />v <br />CL <br />• / Silty clay (CL) black, medium plasticity, 20% silt, soft, organic content increases - <br />with depth from 7-10' bgs, wet <br />- <br />Organic rich peat layer 8.5-9' - <br />High plasticity reddish grey clay at 10.5', trace organics <br />_ _ <br />< \ <br />ii \ <br />'>< <br />1 <br />•• — ... —... <br />:7.7-:• :• — " — ..• —••• <br />-- .. _.. . —. <br />.--•••• ...—., <br />.:,—.:• <br />' — <br />< \ <br />\ <br />I <br />:• - <br />••• <br />••• <br />15—kw <br />-5 <br />2 <br />kk ML <br />t Sandy silt (ML) dark reddish brown, 30% sand, soft _ <br />- <br /> <br />2 <br />2 <br />4 <br />3 <br />5 <br />2 <br />‘ \ <br />' <br />k\ <br />&Ns, <br />V\ <br />7 <br />.\\ <br />\ <br />SIV1'; <br />:. '...*,:•:. <br />••• • • <br />•• • • • • . :. .• <br />. • <br />•••:"..L. <br />..•.y.: <br />. . <br />. .• <br />. . <br /> <br />... • . .• <br />..... <br />Silty sand (SM) dark greenish gray, 20% silt, grain size increases with depth, very <br />*:- fine-grained to medium-grained - <br />.• ._ _ . <br />- <br />:.: Poorly sorted at 20' bgs <br />- <br />_ <br />.•.- _ <br />.. <br />.- _ ... <br />. - <br />.• • <br />• <br />‘Li_ <br />Clay silty (CL) Dark greenish grey, 20% silt, medium stiff <br />Total Depth: 25.5 ft.
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