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ARCHIVED REPORTS_XR0012179
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WILSON
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102
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012179
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Last modified
7/22/2020 12:13:40 PM
Creation date
7/22/2020 11:25:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012179
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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f UNIFIED SOIL CLASSIFICATION SYSTEM <br /> MAJOR GROUP DESCRIPTION <br /> DIVISION SYM50L MAJOR GROUP DESCRIPTION <br /> DIVI516N SYMBOL <br /> GW Well-graded gravels or <br /> GRAVEL mixtures little or no finest sand ML Inorganic silts and very fine <br /> SILTS sands rock flour silty or <br /> Clayey floe sands or clayey silts <br /> AND GP Poorly-graded gravels or AND With slight Plasticity <br /> sand mlxtures little or nooafines <br /> GRAVELLY <br /> GM Silty gravels oravel-sand-silt CLAYS CL Inorganic clays of low to medium <br /> SOILS mixtures LLSSO plasticity gravelly clays sandy <br /> e <br /> COARSE GC Clayey gravels gravel-sand-clay EINE clays silty clays lean clays <br /> GRAINED mixtures OL Organic silts and organic silt- <br /> gravelly <br /> SW Well-graded sands or GRAINED clays of lox plasticity <br /> SOILS SAND MH Inorganic silts micaceous or <br /> sands little or no fines SOILS SILTS <br /> diatomnceaus fine sandy or silty <br /> AND SP Poorly-graded sands or soils elastic silts <br /> sand little or ao fines AND <br /> SANDY CH Inorganic clays of high plasticity <br /> CLAYS tat clays <br /> SOILS SR Silty sands sand-silt mixtures <br /> LL>50 OA Organic clays of medium to high <br /> plasticity organic silts <br /> SC Clayey sands sand-clay mixtures <br /> MILDLY P[ Pea[ and other highly organic <br /> ORGANIC SOILS soils <br /> Q ® STANDARD PENETRATION SPLIT SPOON SAMPLE <br /> 1f m SHELBY TUBE SAMPLE <br /> ® MODIFIED PORTER SAMPLE (2 5-in I D ) <br /> ® MODIFIED CALIFORNIA SAMPLE (2 0-In I D ) <br /> Q HATER LEVEL OBSERVED IN BORING <br /> _ <br /> NR NO RECOVERY <br /> N F WE NO FREE HATER ENCOUNTERED <br /> Pp POCKET PENETROMETER (field) <br /> NOTE ' <br /> THE LINES SEPARATING STRATA ON THE LOGS REPRESENT APPROXIMATE BOUNDARIES <br /> ONLY THE ACTUAL TRANSITION My BE GRADUAL NO WARRANTY IS PROVIDED AS TO <br /> THE CONTINUITY OF SOIL STRATA BETWEEN BORINGS LOGS REPRESENT T!r SOIL <br /> SECTION OBSERVED AT THE BORING LOCATION ON THE DATE OF DRILLING ONLY <br /> t <br /> i <br /> l <br /> ROEK BROTHERS PROPERTY BORING LOG LEGEND <br /> BALBI & CHANG ASSOCIATES PROJECT NO 1705-1 DATE 4/21/89 <br /> Geotechnical Consultants / lhaterfais Testing PREPARED By Dpi <br /> PLATE B-1- w <br /> f <br />
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