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SR2501037 (2)
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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D
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DR MARTIN LUTHER KING JR
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440
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2900 - Site Mitigation Program
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SR2501037 (2)
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Entry Properties
Last modified
7/17/2026 11:49:26 AM
Creation date
7/17/2026 11:46:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR2501037
PE
2900 - Site Mitigation Program
STREET_NUMBER
440
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
Closed - Complete
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
440 W DR MARTIN LUTHER KING JR BLVD STOCKTON 95206
Tags
EHD - Public
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TABLE 1 <br /> Soil Boring and Well Construction Details <br /> Stockton Charter Way Commingled Plume <br /> 440, 441, and 508 West Charter Way, 1426 and 1444 South Lincoln Street, Stockton, CA <br /> TOC Borehole Casing Bentonite Seal Cement Seal Water- <br /> Installation Destruction Total Depth Casing Slot Size Screened Interval Filter Pack Interval <br /> Location ID Elevation Diameter Diameter Interval Interval Bearing Comments <br /> Date Date (feet) (feet bgs) (inches) (inches) Material (inches) (feet bgs) (feet bgs) (feet bgs) (feet bgs) Zone <br /> C5 05/03/07 44 2.25 0-44 <br /> C6 05/03/07 46 2.25 0-46 <br /> C7 05/03/07 48 2.25 0-48 <br /> C8 05/02/07 44.5 2.25 0-44.5 <br /> C9 05/01/07 44 2.25 0-44 <br /> C10 05/01/07 44 2.25 0-44 <br /> C11 04/30/07 46 2.25 0-46 <br /> CT-8-130 06/24/09 130 1 8 1 - 0-130 <br /> Monitoring Wells(SLMW) <br /> SLMW-1 02/06/96 07/09/15 11.27 46.5 - 2 Sch.40 PVC 0.020 26-46 24.5-46.5 23-24.5 0-23 X <br /> SLMW-1A 07/13/07 - 11.38 56 8 2 Sch.40 PVC 0.010 43-55 42-55 40-42,55-56 0-40 B <br /> SLMW-2A 07/16/07 11.84 56.5 8 2 Sch.40 PVC 0.010 40-50 39-51 37-39,51-56.5 0-37 B <br /> SLMW-3A 07/12/07 11.51 52 8 2 Sch.40 PVC 0.010 44-50 43-50 41-43 0-41 B <br /> SLMW-4A 07/11/07 - 11.41 47 8 2 Sch.40 PVC 0.010 37-45 36-45 34-36 0-34 B <br /> SLMW-7S 10/27/97 07/09/15 11.33 90 - 2 Sch.40 PVC - 55-63 53.5-65 51-53.5,65-67,75-77 0-51,67-75 X <br /> SLMW-7D 10/27/97 07/09/15 11.34 90 - 2 Sch.40 PVC - 80-85 77-90 51-53.5,65-67,75-77 0-51,67-75 C <br /> SLMW-8-87 06/23/09 - 11.18 87 8 2 Sch.40 PVC 0.01 77-87 75-87 73-75 0-73 C <br /> SLMW-9-120 06/25/09 11.48 120 8 2 Sch.40 PVC 0.01 110-120 108-1 20 106-108 0-106 D <br /> SLMW-10C 06/09/15 11.56 85 8.25 4 Sch.40 PVC 0.010 74.5-85 73-85 71-73 0-71 C <br /> SLMW-10D 06/05/15 11.80 120 8.25 4 Sch.40 PVC 0.010 104-114.3 102-115 100-102 0-100 D <br /> SLMW-11D 06/12/15 11.08 120 8.25 4 Sch.40 PVC 0.010 106-116.4 103.5-117 101-103.5;117-120 0-101.5 D <br /> SLMW-12A 05/27/15 11.36 27.5 8.25 4 Sch.40 PVC 0.010 12-27.5 10-27.5 8-10 0-8 A <br /> SLMW-13B 1 03/28/17 12.35 1 65.0 1 8 1 2 1 Sch.40 PVC 0.010 1 55-65 1 53-65 1 51-53 1 1-51 1 B <br /> Vapor Extraction Well(SLVE) <br /> SLVE-1 02/06/96 11.26 38.5 4 Sch.40 PVC 0.020 15-35 13-37 12-13 0-12 A <br /> SLVE-2 01/25/17 11.52 16.0 4 Sch.40 PVC 0.020 11-16 9-16 7-9 1-7 A <br /> Air Sparge Wells(AS) <br /> SLAS-1S 02/02/17 11.04 23 8 2 Sch.40 PVC 0.010 21-23 19-23 16-19 1-16 A <br /> SLAS-1 D 02/02/17 11.02 34 8 2 Sch.40 PVC 0.010 32-34 30-34 16-19&23-30 1-16 A <br /> SLAS-2 01/25/17 11.44 27.5 8 2 Sch.40 PVC 0.010 25.5-27.5 23.5-27.5 21.5-23.5 1-21.5 A <br /> SLAS-3A 01/30/17 11.40 28 8 2 Sch.40 PVC 0.010 26-28 24-28 22-24 1-22 A <br /> SLAS-31D 01/30/17 11.37 37 8 2 Sch.40 PVC 0.010 35-37 33-37 22-24&28-33 1-22 A <br /> Cone Penetrometer Test(CPT) <br /> CPT-1 12/01/97 - - - - - - - - - No bore log could be found <br /> CPT-2 12/01/97 No bore log could be found <br /> CPT-3 12/01/97 - - - No bore log could be found <br /> CPT-M4 04/09/08 116.634 1.75 0-116.634 <br /> CPT-M5 04/07/08 124.836 1.75 0-124.836 <br /> CPT-M6 04/07/08 118.930 1.75 0-118.930 <br /> CPT-M7 04/04/08 114.009 1.75 0-114.009 <br /> CPT-M8 04/08/08 83.005 1.75 0-83.005 <br /> CPT-M9 04/04/08 125.000 1.75 0-125.000 <br /> CPT-M10 04/03/08 125.328 1.75 0-125.328 <br /> CPT-M 11 04/08/08 1.75 0-125.164 <br /> Stockton Charter Way Commingled Plume Soil Boring and Well Construction Details.xls Page 5 of 8 Stantec <br />
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