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ARCHIVED REPORTS_XR0002829
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARBOR
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1805
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2900 - Site Mitigation Program
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PR0508461
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ARCHIVED REPORTS_XR0002829
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Last modified
1/29/2020 4:25:35 PM
Creation date
1/29/2020 3:35:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002829
RECORD_ID
PR0508461
PE
2950
FACILITY_ID
FA0008092
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
1805
STREET_NAME
HARBOR
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14502005
CURRENT_STATUS
01
SITE_LOCATION
1805 HARBOR ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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/y/c.00ATES INC MW 1 <br /> 1260 CropNo(kne,uodedo,Worm,95351 LOG b F WELL <br /> PROJECT CONTINENTAL GRAIN LOCATION PROJECT NO <br /> DATE DRILLED 081298 LOGGED BY REVIEWED BY <br /> IWILLING COMPANY Y&W DRII I ING INC. DRILLER I ARRY OIRRI F METHOD HOI LOW STEM AUGER <br /> RE HOLE DIAMETER 8 IN DEPTH DRILLED 28 FT DEPTH TO WATER INITIAL -14 STATIC 27 FT <br /> CASING TYPE .„PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL D FT TO 8 FI <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE Q 020 IN INTERVAL 9 FT TO —29 FT <br /> FILTER PACK TYPE INTERVAL 6 FT TO 28 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 6 FI <br /> ' COMMENTS - 11 pl2m PAGE i OF-L-- <br /> WELL <br /> F=WELL DEPTH PID? SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2 - Asphalt <br /> ' 2 <br /> 4 4 CL <br /> 6 11 5 <br /> 8 2'-11 5/15 LEAN CLAY WITH SAND (CL) 20% FINE POORLY GRADED SAND 80% <br /> FINES HIGH DRY STRENGTH NONE-SLOW DILATANCY MEDIUM <br /> 8 TOUGHNESS MEDIUM PLASTICITY MODERATE YELLOW BROWN NO <br /> PRODUCT ODOR NO ORGANICS DRY-MOIST WEAK CEMENTATION <br /> HOMOGENOUS <br /> 10 10 11 <br /> zs <br /> 12 <br /> = <br /> ti 14 <br /> — + 6 <br /> 1S 10 6 SM 11 5/15-165/20 SILTY SAND (SM) 607 FINE-MEDIUM POORLY GRADED SAND 40% <br /> 11 FINES MODERATE YELLOW BROWN NO PRODUCT ODOR NO <br /> ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> 18 \ <br /> -— , 20 CG-MW1-205 <br /> 10 8 <br /> 20 20 SP 16 5/20 0-21 5/25 O PODRLY GRADED SAND (SP) >95% FJNE-MEDIUM POORLY GRADED <br /> _ <br /> 22 SAND <57, FINES DARK GREENISH GRAY NO PRODUCT ODOR <br /> T \ NO ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> 24 \ <br /> ' 10 13 <br /> 21 5/25 0-26 5/28 WELL GRADED SANG WITH GRAVEL (SW) >75% FINE-COARSE <br /> 26 26 SW WELL GRADED SAND 207 FINE GRAVEL <5% FINES DARK <br /> —_ GREENISH GRAY NO PRODUCT ODOR NO ORGANICS WET WEAK <br /> ti \ CEMENTATION HOMOGENOUS <br /> -MW1-285 <br /> 28 CG 23 <br /> 50 SP 265/28-29 POORLY GRADED SAND (SP) >959' FINE-MEDIUM POORLY GRADED <br /> SAND <5% FINES DARK GREENISH GRAY NO PRODUCT ODOR <br /> ' 30 N0 ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> 32- <br /> -34- <br /> 36- <br /> 38- <br /> 40 <br /> 234363840 <br /> 42 <br />
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