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ARCHIVED REPORTS_XR0008499
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WATERLOO
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2537
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3500 - Local Oversight Program
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PR0545857
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ARCHIVED REPORTS_XR0008499
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Last modified
7/15/2020 4:58:32 PM
Creation date
7/15/2020 2:50:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008499
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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SM/LOC'.AnON BEGUN BORING O AM47M ANGLE/BEARING <br /> EZ Serve Stockton HOS NO <br /> 12/2 93 8 Inches 90 De s MW-8 <br /> DRILLING CONTRACTOR 90 <br /> FUM ENCOUNTERED WATO DEPTH <br /> B & F Dnlhn 12/3/93 78 Feet BOTTOM of BORuvc <br /> DRILL MAKE 1k MODE, OPERATOR LOGGE]]BY E Feet <br /> STATIC WA?ER DBPrIi-DATE WELL NO <br /> obile B-61 Chris Fiscus To Rarrurez 74 09 Feet-12/9/93 MW-8 <br /> MATERIAL SLOT SIZE MEf!iOD <br /> 72"TSCH 40 PVC 0 020" A-modxfxed s lits n BOTTOM OF WELL <br /> R PACK WELL SEAL 90 Feet <br /> tere sand#3 Neat cement with 5% bentonite powder over hydrated bentonite pellets Moru ommm <br /> PID <br /> FIELD <br /> HEADSP'� DE LEVEL Co STR G LAG C MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> IPPS il <br /> 1 3" Asphalt Cover <br /> 2 Fat CLAY (CH); dark brown, high plasticity; 5% fine <br /> sand; moist. <br /> Lean CLAY with sand (CL), medium brown; moderate <br /> 5 plasticity, 15 to 20% very fine to fine sand, moist. <br /> 50/5 00 6 <br /> Lean CLAY (CL), medium brown, low plasticity, <br /> a 10%b very fine to fine sand, moist. <br /> 9 <br /> 10 Lean CLAY with sand (CL), medium brown, moderate <br /> 50/6 00 31 plasticity, 15 to 20% veKy fine to fine sand, moist <br /> 12 Lean CLAY (CL), medium brown, low plasticity, <br /> 13 10% very fine to fine sand; moist <br /> 14 <br /> \ \ <br /> Is <br /> 59 0 0 Silty SAND (SP); medium brown, poorly graded, <br /> I6 ♦ • • • fine to trace medium, sub-angular to sub-rounded <br /> 17 <br /> ,.,.,.♦. sand, 25 to 30% silt; moist <br /> 19 <br /> 20 <br /> 53 0 0zs ;*;*�♦ • <br /> 22 • • , . <br /> 23 x1110*,'1; Same as above, but only 15 to 20% silt. <br /> \ • ♦ 4 <br /> 24 1 \ \ <br /> 6 6 Poorly graded SAND (SP), medium brown, fine to <br /> trace medium, sub-angular to sub-rounded sand, <br /> 27 moist <br /> 28 <br /> 29 <br /> 30 Lean CLAY with sand (CL), see Sheet 2 for details <br /> H Y D R 6 — SOIL BORING LOG PLATE <br /> ENVIR & NMENTALAND C-4 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN CN LOGIES, INC. MW-8 SHEET1OF3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE. December 21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Nieban�k, R C Stockton, California 7-238 <br />
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