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ARCHIVED REPORTS XR0001225
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0536689
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ARCHIVED REPORTS XR0001225
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Entry Properties
Last modified
3/4/2019 5:24:59 PM
Creation date
3/4/2019 1:06:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001225
RECORD_ID
PR0536689
PE
2957
FACILITY_ID
FA0021073
FACILITY_NAME
STKN CHARTER WAY COMMINGLED PLUME
STREET_NUMBER
508
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16504016
CURRENT_STATUS
01
SITE_LOCATION
508 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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SECOR <br /> r.ternadon'r rttcorToriarcd <br /> Logged By Date Dialled Drilling Contrsst,t<x I'n,)cct Naii>< MdLtdtkkWCjWill IK.itt Bonug Nuinlu-s <br /> Precision Chevron 9-2013 <br /> C Melancon 8/30/00 Sampling 108 1i' Charter Way,Stockton,C Dii cct Push SB-2 <br /> See"L.egcnd Lo for Bonni, Surface Cruwidwatcr D,-pUi(It ) I Otal Dn�-k, Drub <br /> vunphng tito]K)d Dtanr(in) Clc.V(ft) 45 5 1�trst Lncuuntered D'-pth(It) wt(Ih.) Di't(ut) <br /> clasaflcatwita turd ludxInitury <br /> testtn nictlxtds 2 loch NA 20 Stabilized 850 NA NA <br /> T � <br /> ti r_ F <br /> 4 � � <br /> 1301 Lill-, `-' <br /> Dc..ult�>ticltl o <br /> Ab,uldonnl(,ut <br /> � C <br /> � 2 <br /> 'o ,o CLAYLI SII I (ML) Ntith fine gi hoed s tnd 1)Ilk (nLL-11G11% ()(X)Y 3/1) <br /> V, til I tool'( 111uhu2n Ill t.tiL-iiy (0 20 -)0 30) <br /> 0 <br /> op <br /> Grad4.to — — — — — <br /> *y" SILT Y SAID (SM) with trice cln (0 75 20 5) <br /> °e GRAVELLY SAND (SW) Dark Grecru•hGray(10Y3/l) limgraink-demand 6 <br /> *� fine to inediurn brained graver rounded deme wc,t (30 70 0 0) <br /> 55 Grade-to — — — — — — — — — — — — — — — — J a <br /> CLa o SAND (SP) Dari. GrccniQi Gray(LOGY 3/I) tine brained-and dense wet 17 <br /> '.r <br /> . ` 09550 <br /> .,V CLAYEY SAND (SC) with silt and fine grained gravel Dart.Greent`11 Gray <br /> (IOY 4/1) very dence dry, partially cemented (20 45 10 25) <br /> V <br /> L�v SANDY CLAY (CL) with silt Dart.Greenish Gray(LOGY 311) file grained 13 513.2 <br /> r fip sand very stiff,moist,low plasticity (0,30,20,50) @58 5 <br /> •ti. <br /> 60- <br /> - <br /> 0Grades to _ _ w <br /> t,, CLAYEY SAND (SC)_ mth silt Dark Greenish Gray(nOGY 4/1),fine grained 7 <br /> sand,dense moist to wet (0,50 20,30) <br /> 65 0 <br /> + r <br /> Gradesto_ _ _ _ _ _ _ / <br /> SANDY SILT(ML)with clay: Dark Gray(SY 411),fine grained sand,very @67 <br /> stiff,moist,medium plasticity (0,30,55,15) <br /> �s ♦A <br /> Y t <br /> 70 Grades to _ _ _ _ _ _ — J <br /> * CLAYEY SAND(SC} with silt Dark Greenish Giay(IOGY—471—).fine grained <br /> sand,dense moist (0,50,20 30 <br /> SILT 0 <br /> r f �iI'ades LD_ _ _ _ _ _ _ _ — _ O <br /> e CLAYEY SAND (SC) with silt Dark Greenish Gray(LOGY 3/11),fine grwmed <br /> sand,dense,wet to moist (0,65,15,20) <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br /> obtained during driltmg Predominant material types shown on the log may contain different materials and the change from one <br /> predominant material type to another could be different than indicated Desernptionc on this log apply only at the specific location at the <br /> tune of drilling and may not be representative of subsurface conditions at other locations or times <br /> PtMoct No 077 41991 017 Datc August 2000 Log of Boring <br /> 92033 GPI Ftgurc <br /> I.OG OF BOR 1,d iou- <br /> (,1u.c,t 3 of 4) <br />
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