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COMPLIANCE INFO
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EHD Program Facility Records by Street Name
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DIAMOND
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2900 - Site Mitigation Program
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PR0541894
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COMPLIANCE INFO
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Entry Properties
Last modified
6/1/2021 10:50:12 AM
Creation date
6/1/2021 8:35:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0541894
PE
2950
FACILITY_ID
FA0022925
FACILITY_NAME
BNSF RAILWAY MORMON RAIL YARD
STREET_NUMBER
801
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205-7019
CURRENT_STATUS
01
SITE_LOCATION
801 DIAMOND ST
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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The basic symbol G is used if the estimated percentage of gravel is greater than that for <br />sand. In contrast, the symbol S is used when the estimated percentage of sand is greater <br />than the percentage of gravel. <br />Gravels range in size from 3-inch to 0.25-inch (No. 4 sieve). Sands range in size from No. 4 <br />sieve to No. 200 sieve. Use the grain size scale used by engineers (ASTM Standards <br />D422-63 and D643-78) to further classify grain size as specified by the USCS. <br />Note: This grain size scale differs from the Modified Wentworth Scale used in teaching most <br />geologists. Also, it introduces a distinction between sorting and grading. <br />The modifying symbol W indicates good representation of all particle sizes. <br />The modifying symbol P indicates that there is a predominant excess or absence of particle <br />sizes. <br />The symbol W or P is only used when there is less than 15 percent fines in a sample. <br />Modifying symbol M is used if fines have little or no plasticity (silty). <br />Modifying symbol C is used if fines have low to high plasticity (clayey). <br />The following rules apply for the written description of the soil group name: <br />Types of Soil Rule <br />Sands and gravels (clean) Less than 5 percent fines <br />Sands (or gravels) with fines 5 to 15 percent fines <br />Silty (or clayey) sands or gravels Greater than 15 percent fines <br />Other descriptive information includes: <br />Color <br />Maximum grain size <br />Composition of grains <br />Approximate percentage of gravel, sand, and fines (use a percentage estimation chart) <br />Modifiers Description <br />Trace Less than 5 percent <br />Few 5 to 10 percent <br />Little 15 to 25 percent <br />Some 30 to 45 percent <br />Mostly 50 to 100 percent <br />Mineralogy <br />Grain shape (round, subround, angular, subangular) <br />Moisture (dry, moist, wet) <br />Structure <br />Organic material <br />Odor <br />Additional Soil and Groundwater Sample Work Plan, Page 3 <br />BNSF Mormon Yard, Stockton, California <br />11twybost21bost,Np \wp12018 \ 1899020 00_mormon_yard1work_plan_dappb_sogboreholeloggIng acpt chng_wp.doc
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