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ARCHIVED REPORTS XR0013118
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0515454
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ARCHIVED REPORTS XR0013118
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Entry Properties
Last modified
11/19/2024 10:19:10 AM
Creation date
12/14/2018 4:56:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013118
RECORD_ID
PR0515454
PE
2960
FACILITY_ID
FA0012157
FACILITY_NAME
POMBO REAL ESTATE
STREET_NUMBER
1755
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23217020
CURRENT_STATUS
01
SITE_LOCATION
1755 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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aclw"bpxeartom <br /> r�r�se ,ca.po..w� Project No: 06-6102-00-4700-201 Page 1 0 <br /> ® ME�se-0wMCarnvy <br /> PROJECT: POMBO PROPERTY Log of Boring No. SB-10 <br /> Tracy,Catifamia <br /> ELEVATION AND DATUM: US State Plane NAD 83 Zone 3 <br /> BORING LOCATION: N 2093691.3283,E 6287204.7420 <br /> DATE STARTED:/TIME: DATE COMPLETED:/TIME: <br /> DRILLING CONTRACTOR: Gregg Drilling 2/25/04 13:40 2/25/04 14:26 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER:Bobby Deason 12' Ground Surface <br /> DEPTH TO WATER(ft.): 8.5' <br /> DRILLING METHOD: Direct Push Continuous TIME: 14:05 <br /> DRILLING EQIUPMENT: Mad 5 Rhino GEOLOGIST: Kim Burckle <br /> SAMPLING METHOD: Macrocore REVIEWED BY: <br /> SAMPLES O DESCRIPTION <br /> f E F-w a g NAME(USCS):color,moist,%by wt.,plast.and density. <br /> Oa r3-06 <br /> Eco— v O Surface Elevation: NA <br /> Gravel road base to 1.5'. <br /> Boring hand augered to 5'bgs. <br /> 1 <br /> —— — — —— ————— ————————— <br /> 2-- <br /> 3- <br /> 4- <br /> 3.3 <br /> 343.3 ML Sandy Silt(ML);yellowish brown(10yr 4/4);moist;low plasticity;35%silt, <br /> 5 35%clay,30%very fine sand;trace rootholes;medium stiffness;no odor_ <br /> 3.3 6 <br /> I <br /> 2.6 SB-10-7 <br /> 14:00 711 <br /> 8-- <br /> 2.5 9 — — —— — — — ———— ————————— <br /> SC Clay%y Sand(SC);yellowish brown(10yr 4/31;saturated;low plasticity; <br /> very fine to fine sand;trace subangular grave(;no odor. <br /> 10-- <br /> 3.2 <br /> 11 <br /> 2.1 12 —— —— — ——————————————— <br /> Boring terminated @ 12'bgs. <br /> 13-- <br /> 14-- <br /> 15- <br /> 16- <br /> 17- <br /> 18-- <br /> 19-- <br /> 20-H <br /> 314151617181920 <br /> NOTES: Groundwater sample GW-10 collected @ 14:10. <br /> Boring abandoned,borehole backfilled to surface grade with neat cement. <br /> �.s <br />
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