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ARCHIVED REPORTS XR0007252
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WATERLOO
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6732
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3500 - Local Oversight Program
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PR0544809
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ARCHIVED REPORTS XR0007252
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Last modified
9/5/2019 11:50:23 AM
Creation date
9/5/2019 11:37:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007252
RECORD_ID
PR0544809
PE
3526
FACILITY_ID
FA0004030
FACILITY_NAME
THREE PALMS GROCERY
STREET_NUMBER
6732
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10110001
CURRENT_STATUS
02
SITE_LOCATION
6732 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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��r <br /> /�iI�rASSOCIATES INC 0 • <br /> 1260 Or*Orm,946,Ca>rdum,95351 LOG OF BORING S B 2 <br /> PROJECT THREE PALMAS GROCERY LOCATION 6732 EAST HIGHWAY 88, STOCKTON CA PROJECT NO 14565 0001 <br /> DATE DRILLED 00Z16J95_ LOGGED BY TOM LUTTERMAN REVIEWED 8Y JEANNE HOMSEY C47410 <br /> StRILLING COMPANY _Y&W DRILLING- DRILLER LARRY DIBBLE METHOD HOLLOW STEM AUGER <br /> ORE HOLE DIAMETER 8 IN DEPTH DRILLED 85 FT DEPTH TO WATER INITIAL _ 111 FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE _NA DIAMETER - IN SLOT SIZE IN- INTERVAL FT TO FT <br /> FILTER PACK TYPE NA___ INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO _ 865 FT <br /> COMMENTS —MUNDWATER GRAB SAMPLE COLLECTED THROUGH AUGERS PAGE ?OF 3 <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2" ASPHALT <br /> 2 - <br /> 4 — SM <br /> 2"-11 5/15 SILTY SAND (SM) 80% FINE-MEDIUM POORLY GRADED SAND, 20% FINES, <br /> MODERATE YELLOW BROWN NONE-MODERATE PRODUCT ODOR NO <br /> 4 3 ORGANICS DRY-MOIST, WEAK CEMENTATION HOMOGENOUS <br /> 6 4 <br /> f0 to <br /> 550 16 <br /> 19 <br /> 12 <br /> 14 <br /> BP-5112-15 S <br /> 9 1 <br /> 16 825 15�\_SP <br /> 22 11 5/15-16 5/20'POORLY GRADED SAND (SP) >90% FINE—MEDIUM POORLY GRADED SAND, <br /> <10% FINES MODERATE YELLOW BROWN STRONG PRODUCT ODOR NO <br /> ORGANICS, DRY WEAK CEMENTATION HOMOGENOUS <br /> 1$ <br /> i <br /> 20 10 <br /> S5 2SM <br /> 0 <br /> 22 165/20-21 5/25 SILTY SAND WITH GRAVEL (SM) 709 FINE, POORLY GRADED SAND 10% <br /> 22 FINE, POORLY GRADED GRAVEL 209 FINES, DARK YELLOW BROWN NONE— <br /> SLIGHT PRODUCT ODOR NO ORGANICS, DRY—MOIST WEAK CEMENTATION, <br /> \ HOMOGENOUS <br /> 24 <br /> BP-SB2-25 5 <br /> t0 <br /> 26 806 3o 51A <br /> 32 21 5/25-26 5/30 SILTY SAND (SM) 60% FINE-MEDIUM POORLY GRADED SAND 409 <br /> FINES LIGHT ORANGE BROWN AND MODERATE YELLOW BROWN <br /> STRONG PRODUCT ODOR, NO ORGANICS WEAK CEMENTATION HOMOGENOUS <br /> 28 <br /> 30 1S <br /> 14 SP <br /> 676 31 26 5/30-31 5/35 POORLY GRADED SAND (SP) >90% FINE—MEDIUM, POORLY GRADED SAND, <br /> 32 <10% FINES, MODERATE YELLOW BROWN STRONG PRODUCT ODOR, NO <br /> ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 34 <br /> BP-S02-35 5 <br /> 10 <br /> 36 261 19 CL <br /> 35 31 5/35-36 5/40 LEAN CLAY WITH SAND (Ct) <20% FINE POORLY GRADED SAND >80% <br /> FINES, MEDIUM—HIGH DRY STRENGTH, NONE—SLOW DILATANCY MEDIUM <br /> TOUGHNESS, MEDIUM PLASTICITY, MODERATE GRAY MODERATE PRODUCT <br /> 38 ODOR NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 40 <br />
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