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ARCHIVED REPORTS_XR0003103
EnvironmentalHealth
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JACKSON
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2900 - Site Mitigation Program
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PR0527643
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ARCHIVED REPORTS_XR0003103
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Entry Properties
Last modified
2/6/2020 3:09:26 PM
Creation date
2/6/2020 9:05:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003103
RECORD_ID
PR0527643
PE
2960
FACILITY_ID
FA0005232
FACILITY_NAME
TONY GONZALES TRUCKING INC
STREET_NUMBER
1855
STREET_NAME
JACKSON
STREET_TYPE
AVE
City
ESCALON
Zip
95320
APN
22715406
CURRENT_STATUS
02
SITE_LOCATION
1855 JACKSON AVE
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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GROUND ZERO ANALYSIS LOG OF BORING 5B1 <br /> PROJECT-cgNZALAS_TgucKING' LOCATION 1855JACKSON AVENUE, ESCALON CA PROJECT NO. -ADO DATE DRILLED 11/201.0_0 _ LOGGED BY SEAN GARY Y REVIEWED BY_ JOHN P. LANE RG NQ 6795 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER B. NIXON METHOD 0 Ow STEM AUGER <br /> BORE HOLE DIAMETER _ B IN DEPTH DRILLED __ ,60_ FT DEPTH TO WATER : INITIAL all ET STATIC 60 FT <br /> ' CASING TYPE NA DIAMETER — IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE HA DIAMETER — IN SLOT SIZE — IN INTERVAL _ FT TO FT <br /> FILTER PACK TYPE NA INTERVAL _ ET TO FT <br /> ' SURFACE SEAL TYPE NEA7_CEMENT GROUT _ INTERVAL - D... FT TO 65 FT <br /> COMMENTS: PAGE IOFB <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT, (Ppm) BLOWCOUNT LOG <br /> 2 <br /> ' 4 0-11/14.5' WELL GRADED SAND (SW): 959 FN-CRS, A-SA, W GRDD <br /> 3 SND; 5% FNS, LOOSE-V. LOOSE, BRN, DRY-MST <br /> 6 <br /> I <br /> ' 2 <br /> SW <br /> 8 <br /> 10 3 <br /> -0 7 <br /> ' 12 11/14.5-16/19.5' SILT (ML): 5-10% FN, A SND; 90-959 FNS. N DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, N PLST, V.-STIFF-STIFF. GRY, <br /> M PO, DRY-MST <br /> 14 <br /> 2DD 8 <br /> 10 I <br /> 16 35 <br /> GT-SB1-15 <br /> 16/19.5-21/24.5' WELL GRADED SAND (SW): 959 FN-CRS, A-SA. W GRDD <br /> 18 SND; 5% FNS, M. DENSE, BRN, SL P0, DRY-]UST <br /> 20 0 8 <br /> 13 SW <br /> 17 <br /> 22 21/24.5-26/29.5' LEAN CLAY W/SAND (CL): 159 FN. A SND; 85% FNS, M-H <br /> DRY STRNGTH, N-SLW DLTNCY, M TGHNSS, M PLST, V. STIFF, <br /> 24 BRN, M P0, DRY-MST, M CEMENTATION <br /> 500 6 <br /> 12CL <br />' 2fi 14 <br /> GT-SBI-25 <br /> 26/29.5-31/34.5' SILTY SAND (SM): 75% FN-CRS. A-SA. W GRDD SND; <br /> 28 25% FNS, V. DENSE, BRN, M PO, DRY <br /> 30 2T <br /> 4 SM <br /> 400 41 <br /> 32 - 31/34.5-36/39.5' WELL GRADED SAND (SW): >95% FN-CRS, A-SA, W GRDD <br /> SND; C5% FNS. M. DENSE-DENSE, BRN. SL PO, DRY <br />' 34 <br /> 9 <br /> 14 SW <br /> 36 5 1 <br /> 36/39.5-41/44.5' SILT (ML): [5X FN, A SND; >95% FNS, N DRY STRNGTH. <br /> 36 R DLTNCY, L TGHNSS, N PLST, V. STIFF, BRN, STRNG PO, DRY <br /> ML <br /> 40 10,000 1 <br />' <br />
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