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2710
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2900 - Site Mitigation Program
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PR0545425
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COMPLIANCE INFO
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Last modified
3/2/2020 12:20:26 PM
Creation date
3/2/2020 9:27:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545425
PE
2950
FACILITY_ID
FA0010880
FACILITY_NAME
DON LAWLEY CO INC
STREET_NUMBER
2710
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17910043
CURRENT_STATUS
02
SITE_LOCATION
2710 LOOMIS RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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CLASSIFICATION OF SOILS <br /> ASTM DESIGNATION: 02487-83 <br /> (Based on Unified Soil Classification System) <br /> CRITERIA FOR ASSIGNING GROUP <br /> SYMBOLS AND GROUP NAMES" SOIL CLASSIFICATION <br /> MAJOR DIVISIONS Group Symbols TYPICAL NAMES" f <br /> GRAVELS <br /> CLEAN GRAVELS GW I Well graded gravel,E gravel-sand mixture <br /> (More than 501/o (55%fines)° GP I Poorly graded gravel,E gravel-sand mixture <br /> of coarse <br /> fraction is larger GRAVELS WITH <br /> COARSE than the No. 4 GM Silty gravel,EF.a gravel-sand-sift mixture <br /> GRAINED sieve size) FINES <br /> SOILS 12%fines)' GC Clayey gravel,(Z ) y y g gravel-sand-clay mixture <br /> (More than <br /> 50%of material I SW Well araded sand,"gravelly sand <br /> is larger than CLEAN SANDS <br /> No. 200) SANDS <br /> (Mare than 50°6 <br /> (55%fines)" <br /> SP I Poorly graded sand,"gravelly sand <br /> of coarse fraction <br /> is smaller than SANDS WITH SM I Silty sand,F'-"sand-silt mixture <br /> the No. 4 sieve FINES <br /> size) <br /> (212%fines)' SC Clayey sand,','-"sand-clay mixture <br /> Lean clay,','.'inorganic clay of low-medium <br /> CL plasticity,gravelly clay, sandy clay,silty day <br /> Inorganic <br /> SILTS &CLAYS Silt''K and very fine sand, rock flour, silty <br /> ML or clayey fine sands or clayey silts with <br /> FINE GRAINED <br /> (Liquid limit <50) slight plasticity <br /> SOILS Organic OL Organic ciay','-K of low plasticity <br /> organic Silt WX of low plasticity <br /> (More than 50% <br /> of material is I CH Fat clay,'^'•'inorganic clay of high plasticity <br /> smaller than <br /> No.200 sieve SILTS &CLAYS Inorganic <br /> size) MH Elastic sift,'-'•K inorganic sift, micaceous or <br /> (Liquid limit>50) diatomaceous fine sandy of silty soils <br /> Organic OH <br /> Organic clay'All of medium to high plasticity <br /> organic silt 1.1-K <br /> Highly Organic Soils I PT Peat and other highly organic soils <br /> A Based on the material passing the 3-in(75-mm)sieve. E If soil contains 215%sand,add'with sand'to group name. <br /> B If field sample contained cobbles or boulders,or both,add F If fines ciassity as CL-ML.use dual symooi GC-GM,or SC-SM. <br /> 'with copies or boulders,or both'to group name. <br /> G If fines are organic.add with organic fines"to group name. <br /> C Gravels with 5 m 12%fines require dual symbols: <br /> GW-GM we11-graded gravel with silt H If soil contains 215%gravel, add with gravel-to group name. <br /> GW-GC we14-graded gravel with day <br /> GP-GM poorly graded gravel with silt I If soil contains 15 to 29%plus No.200,add"with sand'or`with <br /> GP-GC poorly graded gravel with day gravel.'whichever is predominant. <br /> D Sands with 5 to 12%fines require dual symbols: J If soil contains 230%plus No.200,predominantly sand,add'sandy" <br /> SW-SM well-graded sand with ailt m group name. <br /> SW-SC well-graded sand with day <br /> SP-SM poorly graded sand with silt K If soil contains 230%plus No.200,predominantty gravel,add <br /> SP-SC poorly graded sand with day <br /> 'gravelly'to group name. <br />
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