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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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CZIEo <br />Old broken asphalt/aggregate <br />LOG OF BORING SVE-2A/B <br />Date Compl. :6-20-14 <br />E n vi ro n mE�, n to I <br />(Page 1 of 1) <br />Hole Diameter : 10 -in. <br />Huntbrook Holdings LLC <br />SILTY CLAY: 65% clay, 30% silt, <br />Date Started/Completed <br />6-20-14 <br />Drill Rig : CME -75 <br />3138 East Main Street <br />Hole Diameter <br />:8.25 <br />-in. <br />Logged By : M. Berrington, PG #7124 <br />Stockton, CA <br />0 <br />Drilling Method : <br />Sampling Method : <br />Hollow stem auger <br />2.25-in.x18-in. split spoon <br />Survey By Morrow Surveying <br />Northing/Easting Coord: 2170811.9/6346978.9 <br />Installation of MW -1 B, AS -1, SVE-1A/B, <br />66 <br />and SVE-2A/B <br />Drilling Company/Driller: <br />All Well Abandonment/J. Ceja <br />Casing Elev. : 28.30(A)/28.08(B) <br />SVE-2-11.5' <br />CL <br />Sample Interval <br />Sampler Type <br />dark grayish green (Gley1/4/1) <br />Joints : flush -thread <br />nm <br />9 <br />Lab Sample <br />SS Split Spoon <br />WELL SCREEN: <br />SVE-2-21.5' <br />CLAYEY SILT: 60% silt, 40% clay; <br />nm <br />Material : Sch. 40 PVC <br />0 Int. Sampled <br />ST Shelby Tube <br />olive gray (5Y/4/2), low plasticity, <br />Diameter :2 -in. <br />Well1: <br />SVE-2A <br />56 <br />11722 <br />Joints : flush -thread <br />® Lost <br />PS Piston Sampler <br />CLAY: 70% clay, 25% silt, 5% fine <br />grained sand; brown (7.5YR/5/4); <br />We1I2: <br />SVE-213 <br />LL <br />SAND PACK : No. 3 Sand <br />U <br />nm <br />S <br />CIL <br />32 <br />SVE-2-41.5' <br />7 <br />1111 <br />14 <br />Surf. <br />nm <br />= <br />AL Clear Acetate <br />Q <br />0 <br />Elev. <br />CO <br />a <br />0 <br />28.56 <br />? � <br />DESCRIPTION <br />9 <br />Lab No. <br />m <br />cn <br />r------ <br />I <br />'-1- 28 <br />5—� 23 <br />101 18 <br />1513 <br />20 —� 8 <br />25—� 3 <br />30—� 2 <br />35-t -7 <br />40 —� -12 <br />45 —� -17 <br />50—� 22 <br />55 <br />"UW SVE-2-51.5' 9 <br />WELL CONSTRUCTION <br />Old broken asphalt/aggregate <br />Date Compl. :6-20-14 <br />baserock - 6" thick <br />Hole Diameter : 10 -in. <br />SILTY CLAY: 65% clay, 30% silt, <br />5% fine grained sand; dark <br />Drill. Method : HSA <br />yellowish brown (10YR/3/4), low to <br />medium plasticity, hard, moist <br />0 <br />olive brown (2.5Y/4/3) <br />66 <br />Material : Sch. 40 PVC <br />SVE-2-11.5' <br />CL <br />dark grayish green (Gley1/4/1) <br />Joints : flush -thread <br />nm <br />9 <br />,45 <br />WELL SCREEN: <br />SVE-2-21.5' <br />CLAYEY SILT: 60% silt, 40% clay; <br />nm <br />Material : Sch. 40 PVC <br />ML <br />olive gray (5Y/4/2), low plasticity, <br />Diameter :2 -in. <br />hard, moist <br />56 <br />11722 <br />Joints : flush -thread <br />SVE-2-31.5' <br />1 b <br />CLAY: 70% clay, 25% silt, 5% fine <br />grained sand; brown (7.5YR/5/4); <br />low to medium plasticity, hard, moist <br />SAND PACK : No. 3 Sand <br />nm <br />CIL <br />32 <br />SVE-2-41.5' <br />7 <br />1111 <br />14 <br />nm <br />"UW SVE-2-51.5' 9 <br />WELL CONSTRUCTION <br />Notes: <br />San Joaquin Co EHD Permit <br />#68149 <br />Groundwater not encountered <br />Due to schedule contraints and <br />close proximity to existing <br />borings/wells, soil samples <br />were only collected at 10 -foot <br />intervals in this well boring <br />Date Compl. :6-20-14 <br />Hole Diameter : 10 -in. <br />Drill. Method : HSA <br />WELL CASING: <br />Material : Sch. 40 PVC <br />Diameter :2 -in. <br />8 <br />Joints : flush -thread <br />9 <br />WELL SCREEN: <br />10 <br />Material : Sch. 40 PVC <br />Diameter :2 -in. <br />Joints : flush -thread <br />Slot Spacing : 0.020 -in. <br />SAND PACK : No. 3 Sand <br />TRANSITION : Bentonite chips <br />ANULAR SEAL: Neat Cement <br />SURFACE : 12 -in. dia. <br />COMPLETION : steel well box <br />Notes: <br />San Joaquin Co EHD Permit <br />#68149 <br />Groundwater not encountered <br />Due to schedule contraints and <br />close proximity to existing <br />borings/wells, soil samples <br />were only collected at 10 -foot <br />intervals in this well boring <br />
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