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ARCHIVED REPORTS XR0009295
Environmental Health - Public
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EHD Program Facility Records by Street Name
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E
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009295
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Entry Properties
Last modified
7/24/2019 1:21:42 PM
Creation date
7/24/2019 1:00:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009295
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Valentine(Castle Motors) Boring Dia 8" <br /> ' 2315 N EI Dorado LOG OF BORING MW-101 Tot Depth 96' <br /> Stockton,CA <br /> (Page 3 of 3) Casing Depth 97' <br /> ' Project No 723 2 Casing Dia 2 <br /> Date 8119&8120199 Screen Interval 92-97' <br /> �ie4�4g 1 Ddling Method HSA Slot Size 001 <br /> Tecwcs Driller V&W Drilling Filter Pack 90-97 <br /> Logged By M Niami Annular Seal 86-90 <br /> Grout 086, <br /> Water Depth +!-30' <br /> Well MW-101 <br /> Depth o Elev 0 <br /> in Lab Time U d rn OVM <br /> Feet <br /> Sample o DESCRIPTION a (ppm) <br /> 70- <br /> 50 <br /> SAND-brown to black,very fine to medium grained, 43 <br /> 14 loose,slight clay,cemented nodules,strong gasoline <br /> 1024 550 odor Becoming courser with decresing gasoline odor SW 88 <br /> 39 below 71' <br /> 1031 26 <br /> 64 <br /> ' 6 to 8"of heave drilled to 75' <br /> 75 10'of heave inside augers,continued drilling, broke out <br /> of sand at 77' <br /> 80 <br /> 1105 54CLAY-redish brown,nodules,firm to hard,crumbly, 57 <br /> 70 moist <br /> 1119 63 CL 23 <br />' <br /> 1128 80 10 <br /> 85-1t1 a0 24 SANDY CLAY-orangish brown,very fine grained soft, CL e <br /> 90 plastic,wet <br /> 1151 so CLAY-brown soft,plastic,wet CL 10 <br /> 1205 18 CLAY-brown, hard,CaCO3,moist Attempted 6 <br /> 90 7o SimulProbe at 90 5 with incomplete core recovery <br />' 39 CL <br /> 1224 80 <br />' SANDY CLAY-brown,very fine to fine grained,CaCO3 CL 0 <br /> cemented intervals <br /> 9 95 1315 52 CLAYEY SAND-radish brown,very fine to medium SC 0 <br /> m <br /> 68 <br /> 2? loose cemented nodules <br /> 1348 7 Loose Flowing Sand-very fine to fine grained Attempted SP 0 <br /> SP 15 SimulProbe but lost sod, good water sample recovery <br /> L 14 15 35 1 SANDY CLAY-brown,very fine to fine grained,plastic CL o <br /> 47N <br /> 100 <br /> 1 <br /> O <br />' O <br /> N / <br /> 1VS <br /> Y i <br /> N <br /> a <br /> I <br />
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