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ARCHIVED REPORTS_XR0002593
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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HARDING
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1112
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002593
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Entry Properties
Last modified
2/3/2020 6:57:26 PM
Creation date
2/3/2020 10:51:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002593
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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i <br /> jA/irASSOCIATES INC Pal <br /> 1117 LLOG OF WELL MW1 <br /> Lo m kie,,Side k gWesa,CI>Cfia A 95 1 <br /> PROJECT EGGIMAN PROPERTY LOCATION 1112 EAST HARDING WAY STOCKTON CALIFORNIA PROJECT NO ,54 92054 ODDI <br /> DATE DRILLED 11/15/o1 LOGGED BY REVIEWED BY EANNE-NOMSEY C474tQ <br /> DRILLING COMPANY WOODWARD DRILLING DRILLER --TONY SALAZAR METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 . IN DEPTH DRILLED 55 FT DEPTH TO WATER INITIAL 433 FT STATIC _ FT <br /> CASING TYPE _PVC DIAMETER 2 IN SCHEDULE -___--40_ INTERVAL ___ _ D FT TO 35 FT <br /> SCREEN TYPE .QVC DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL - 35 FT TO 55 FT <br /> FILTER PACK TYPE RMC LONESTAR NO._3_ INTERVAL --- -33 FT TO 35 FT <br /> SURFACE SEAL TYPE MEAT CEMENT OVER TWO FEET 917 BENIQUITE INTERVAL 0 FT TO _ 33 FT <br /> COMMENTS ,_...fIg BCK� GROUtiI GONrEN MATIONS APPROXIMATELY 0 PPHPAGE?OF-2-- <br /> ELL DEPTH PIU SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM 9LOWCOUNT LOG <br /> 0-2 ASPHALT <br /> 2 <br /> 4 SAND (SP) 90X 71 FI <br /> FINE, POORLY GRADED SAND. 10NES. <br /> y SP BROWN, !FO PRODUCT ODOR, NO ORGANICS, <br /> 07 10 DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 6 12 <br /> 14 2"-5 5/10' <br /> 8 <br /> 10 <br /> 0 50 ML 6 5/10-11/15' SILT (IAL) 10X FINE. POORLY GRADED SAND, 9OX FINES, <br /> BROWN. NO PRODUCT ODOR, NO ORGANICS, <br /> 12 DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 114- <br /> 02 <br /> 4D2 jg ML 11/15-16 5/20' SILT (ML) 30% VERY FINE, POORLY GRADED SAND, 70% FINES, <br /> 16 25 BROWN NO PRODUCT ODOR, NO ORGANICS, <br /> MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> 18- <br /> 20— 26 <br /> O� 50 <br /> a ML 16 5/20-21/25- SILT (ML) 1 OOX FINES, YELLOWISH RED, <br /> SLIGF{� PRODUCT ODOR. NO ORGANICS <br /> 22 MOIST. WEAK CEMENTATION. HOMOGENOUS <br /> 24- <br /> 07 <br /> 407 22 <br /> 26 33 <br /> 37 SM 21/25-26 5/30' SILTY SAND (SM) 609 FINE, POORLY GRADED SAND, 40% FINES <br /> YELLOWISH RED, SLIGHT PRODUCT ODOR, MOIST <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 28- <br /> 30— 40 15 <br /> 20 SP 26 5/30-31 5/35' POORLY GRADED SAND (SP) 90% FINE, POORLY GRADED SAND, <br /> 25 10% FINES, BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> 32 MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> e <br /> Z 34 <br /> — MW1-35 5 <br /> 14 20 <br /> 36 28 <br /> r �f 35 OL 31 5/35-41 5/45' ORGANIC SILT-CLAY (OL) 100% FINES. NO DILATANCY, LOW TO <br /> MODERATE TOUGHNESS, LOW PLASTICITY. GRAY, SLIGHT PRODUCT <br /> ODOR, ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 38- <br /> 0- <br />
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