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ARCHIVED REPORTS XR0012758
Environmental Health - Public
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CAPITOL
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6421
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0012758
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Entry Properties
Last modified
2/15/2019 4:45:15 PM
Creation date
2/15/2019 2:49:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012758
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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m <br /> z <br /> e�y <br /> {" SIERRA <br /> SES STANDARD OPERATING PROCEDURE <br /> LOGG11 G METHOD <br /> a>a <br /> !.t <br /> Unconsolidated soil isclassificd and described fay trained SCS field personel.nAll avail.[a e <br /> 00 information is used, including the following: soil recovered in the sampler, including lltc 5011 <br /> rw visible on botlt ends of ilte:ample retained for possible analysis; soil cuttings generated during <br /> drilling: and the drilling contractor's observations of the drill rigs behavior. <br /> Classification and description u1 unconsolidated soil is acco[nplislted using the American <br /> Society of Testing! arrd Materials IASTM) Methods D2487-85(Unified Soil Classification System <br /> IUSCS)) and/or D2.188-69 (I)escriplion and ldenitfication of Soils (Visna]-Manuale <br /> Procdure)). <br /> The soil classification and dt-scriptinrt is recorded on lite field tor; sheet by SES field <br /> personnel and includes the following ittforinalion: <br /> 1) Soil type: <br /> 2) Soil classiflcatton: <br /> [ ' 3) soil color, including mottling: <br /> E 4) Moisture contenC <br /> 5) Plasticity and cOnsistency(fine-grained material)ordensily 1coarse-grained <br /> material): <br /> �-+ G) pereenlages of clay. sill,sand and gravel; <br /> e.w 7) Grain sire range of sands and gravels: <br /> 8) Angularity and largest dia[tteter of gravel cornponenl; <br /> w+! <br /> 9) lisli[alatec:l permeability: <br /> E-r 10) Odor: and <br /> 11) Any other observations which would assist in the interpretation Of the <br /> depositional envirovramt and/or differentiation between the various <br /> geoioglc units expected to be encountered. <br /> t� <br /> fn addition to the above,the grouI'd water levels encountered during drilling and measured <br /> after the water stabilized is also recorded on the field log. <br /> ins► <br /> CW <br />
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