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ARCHIVED REPORTS_XR0011994
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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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011994
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Last modified
7/22/2020 2:55:54 PM
Creation date
7/22/2020 2:35:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011994
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SOIL BORING LOG Boring No. B-31MW-3 Sheet 3 of 3 <br /> Client Arco Date <br /> 616100 <br /> Address 130 Wilson Way Driller Woodward ri e:BW-81 <br /> Stockton,GA Drilling Foreman Van Leonard <br /> Project No. 0000-336-2 Method Hollow Stem Auger continuous core hole diam.: 10" <br /> Logged By; Dou Guenther <br /> Well Pack sand: 31 ft. to 53 ft. Well Construction casRn : PVC screen:33'to 53'b s <br /> bent.: 29 ft. to 31 ft. casing diam.:4" screen slot:O.C2" <br /> rg out, 0 fL. to 29 ft. Depth to GW: Q 37 ft.TimelDate 1445 ft Time/Dale <br /> Sam le Blow Sam le: Well <br /> Depth Descriptions of Materials PID... <br /> :-_ Constru LITHO _ <br /> T e No. Count Time Reedv, Ct. Scale COLUMN- <br /> 10 and Condltiohs PPM <br /> 12 BD 4 1 SM SILTY SAND,fine grained,welt sorted,Ipose,wet <br /> -- <br /> ?O 4 2 <br /> 50 for 5 — - - _ - - <br /> S---B3-43 ..83-43 1455 80 4 3 ML SILT,olive brown,low <br /> — ------------------ plasticity,hard,very moist - p <br /> ` ` -- <br /> -- - - -- - 4 4 <br /> 12 - ---- - <br /> 1380 4 5 ML SILT,trace coarse sand and fine gravel,poorly sorted,gravel subrounded <br /> --- -------------------- _ ----------------------.---------------•-------------- ---- ------------- - <br /> 50 for 5" _ to sub angular,stttf,wet <br /> - <br /> -------------..-" 4 6 <br /> S B3-47 _ 1510 80 4 7 ML SILT,olive brown <br /> 11 <br /> 15 4 8 <br /> _-------•---•----- --- » — -----------»---------__---------•---------•------•----------------------------•----`---------•---•------------ <br /> 50 f-or---5"».------ -------- <br /> 4 9 ML SILT,olive brown,low plasticity, and black mottlinq,hard,dry <br /> - - --10- - <br /> -- S 0 <br /> ---------- 1 .. - _ <br /> --------------------------------•---- <br /> S -63-51 - 35 - 1520 90 5 1 ML SILT,olive brown,low plasticity_soft,wet p <br /> 30 5 2 <br /> - - - --- - -----------------------------for 5" - <br /> 100 5 3 ML SILT,olive brawn,low plasticity,soft,wet <br /> - - - <br /> 50 for 5" -` - - - - - <br /> -- <br /> __ _ 5 4 <br /> S 83-55 1530 5 5 ML SILT,olive brown,low plasilcity,soft,wet p <br /> 50 <br /> - - ----------- - <br /> •-- ---------------•----------------------•--•---------- <br /> -`-- - 5 6 <br /> --`------------- 5 7 <br /> 46 <br /> - 50 for 4" 5 8 <br /> -- - - _. <br /> S <br /> E <br /> -- 1540 5 9 ML SILT,olive brown,trace fine grained sand,low plasticity,soft,wet p <br /> 6 0 <br /> Field Location of Boring: Comments: <br /> 'I <br /> i <br /> fj <br />
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