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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0536580
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Entry Properties
Last modified
2/17/2026 1:28:43 PM
Creation date
2/17/2026 1:14:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0536580
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0021000
FACILITY_NAME
HUNTBROOK HOLDINGS LLC
STREET_NUMBER
3138
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15710403
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3138 E MAIN ST STOCKTON 95205
Tags
EHD - Public
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SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman BORING NO: MW -1 <br />DATE BEGAN: 09/20/11 DATE FINISHED: 09/22/2011 FIELD GEOLGIST: Jim Donohue <br />DRILLER: RSI Drilling LATITUDE/NORTHING: LONGITUDE/ EASTING: <br />GROUND SURFACE ELEVATION: 28.5' 37.954/ 2170806.827 -121.2/ 6346948.1 <br />STABLE DEPTH TO GW 49.60' INITIAL DEPTH TO GW: 58.50' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT TOC ELEVATION: 28.18' <br />60.0 <br />-32.0 <br />61.0 <br />-33.0 <br />62.0 <br />-34.0 <br />63.0 <br />-35.0 <br />64.0 <br />-36.0 <br />65.0 <br />0 <br />POORLY GRADED SAND with SILT - (10, <br />90, 0), fine sand, dark yellowish -brown. <br />LEAN CLAY - (100, 0, 0), non -plastic, brown. <br />Bottom of boring at 65 feet below the ground <br />surface. <br />10YR <br />3/4 <br />10 YR <br />4/3 <br />PAGE 4OF4 <br />Wet Very SP -SM <br />Dense <br />Dry Very CL <br />Dense <br />#3 <br />Sand <br />2 inch <br />0.020" <br />PVC <br />screen <br />Threac <br />bottom <br />cap <br />} <br />Z <br />O <br />SOIL DESCRIPTION <br />uj <br />U <br />w <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH <br />(FT.) <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />� <br />_j LL <br />O <br />J <br />_j Z) <br />w � <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />Z <br />O <br />U <br />U <br />60.0 <br />-32.0 <br />61.0 <br />-33.0 <br />62.0 <br />-34.0 <br />63.0 <br />-35.0 <br />64.0 <br />-36.0 <br />65.0 <br />0 <br />POORLY GRADED SAND with SILT - (10, <br />90, 0), fine sand, dark yellowish -brown. <br />LEAN CLAY - (100, 0, 0), non -plastic, brown. <br />Bottom of boring at 65 feet below the ground <br />surface. <br />10YR <br />3/4 <br />10 YR <br />4/3 <br />PAGE 4OF4 <br />Wet Very SP -SM <br />Dense <br />Dry Very CL <br />Dense <br />#3 <br />Sand <br />2 inch <br />0.020" <br />PVC <br />screen <br />Threac <br />bottom <br />cap <br />
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