My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
1250
>
2900 - Site Mitigation Program
>
PR0548036
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2026 2:59:14 PM
Creation date
3/12/2026 2:51:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548036
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0027410
FACILITY_NAME
MARTIN METALS FINISHING,INC (FORMER)
STREET_NUMBER
1250
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15512007,15512014,15
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1250 S WILSON WAY STOCKTON 95205
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
345
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
®:M PEA Work Plan <br /> ■a H■e■ H a Martin Metals Finishing Inc. (Former) <br /> Stockton, California <br /> ■ Soil samples to be collected at target depths$of 5 ft bgs, 10 ft bgs and 15 ft bgs. <br /> ■ Soil vapor samples to be collected via dual-nested soil vapor wells installed to target <br /> depths of 5 ft bgs and 15 ft bgs. <br /> • MMF-SV-06 through MMF-SV-09: delineate concentrations of COPCs in subsurface soil vapor <br /> north of the MMF building in the vicinity of the storm drain. <br /> ■ Soil vapor samples to be collected via dual-nested soil vapor wells installed to target <br /> depths of 5 ft bgs and 15 ft bgs. <br /> • MMF-SS-06, MMF-SS-07, MMF-SS-08, MMF-SS-09, MMF-SS-10, and MMF-SS-11: assess <br /> concentrations of COPCs in subsurface soil in the paved area north of the MMF building and <br /> downgradient of the old stormwater outfall, adjacent to and along the stretch of storm drain <br /> leading from the MMF building to Mormon Slough. <br /> ■ Soil samples to be collected at target depths of 5 ft bgs, 10 ft bgs and 15 ft bgs. <br /> • MMF-SS-12A, MMF-SS-13A, MMF-SS-14A, MMF-SS-15A, and MMF-SS-16A: assess <br /> concentrations of COPCs in shallow soil on the northern bank of Mormon Slough east of, beneath, <br /> and west of the storm drain outfall. <br /> ■ Soil samples to be collected at target depths of 6 inches below ground surface (bgs), 1.5 <br /> ft bgs, and 3 ft bgs.9 <br /> ■ Soil samples from MMF-SS-12A and MMF-SS-16A will be held at the laboratory, pending <br /> results of the other shallow soil samples on the northern bank of Mormon Slough. <br /> • MMF-SS-12B, MMF-SS-13B, MMF-SS-14B, MMF-SS-15B, and MMF-SS-16B: assess <br /> concentrations of COPCs in shallow soil in Mormon Slough east of, beneath, and west of the <br /> storm drain outfall.10 <br /> ■ Soil samples to be collected at target depths of 6 inches bgs, 1.5 ft bgs, and 3 ft bgs. <br /> ■ Soil samples from MMF-SS-12B and MMF-SS-16B will be held at the laboratory, pending <br /> results of the other Mormon Slough samples. <br /> • MMF-SS-12C, MMF-SS-13C, MMF-SS-14C, MMF-SS-15C, and MMF-SS-16C: assess <br /> concentrations of COPCs in shallow soil on the southern bank of Mormon Slough east of, <br /> beneath, and west of the storm drain outfall. <br /> ■ Soil samples to be collected at target depths of 6 inches bgs, 1.5 ft bgs, and 3 ft bgs. <br /> ■ Soil samples from MMF-SS-12C and MMF-SS-16C will be held at the laboratory, pending <br /> results of the other shallow soil samples on the southern bank of Mormon Slough. <br /> 8 Target depth indicates the bottom of an approximately 6-inch sample (e.g., a sample with target depth of 1.5 ft bgs will be <br /> collected between 1 and 1.5 ft bgs. <br /> 9 Samples collected in Mormon Slough at 3 ft bgs will be held by the analytical laboratory pending analysis, dependent on the <br /> results of shallower samples. <br /> 10 If the center of Mormon Slough is saturated, sample locations will be moved south of the center line of the Slough, towards <br /> the storm drain outfall, until dry sediment or soil is observed. <br /> CDIM—Fairgrounds Industrial Park Page 11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.