My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEST
>
2801
>
2900 - Site Mitigation Program
>
PR0009016
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
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.
/
423
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
26 October 2000 <br /> AGE-NC Project No. 98-0466 <br /> Page 4 of 8 <br /> 2.3. SOUTH BURN PIT AREA <br /> The backfilled north and south burn pits were excavated under PHS-Esupervision in December <br /> 1992. The excavated soil is stockpiled north and east of the former bum pit areas and has been <br /> undergoing sampling for characterization for disposal purposes. During a site visit with Mr. Robert <br /> McClellon of the PHS-EHD, it was noticed that fill material was still in place on the south side of <br /> the south bum pit, extending several tens of feet. The fill closely resembles the excavated fill <br /> material and is suspected of being more of the same. To help estimate tt a volume of the remaining <br /> fill and to characterize it,AGE proposes to drill two soil borings through lie fill;one near the former <br /> burn pit,the other near the south margin of the fill material. Soil samples done grab groundwater <br /> sample will be collected for laboratory analysis. Soil excavated from the urn pits has been impacted <br /> by elevated concentrations of lead and dioxins. <br /> 3.0. SCOPE OF WORK <br /> To fiuther assess the areas of potential concern, AGE proposes to: <br /> • Advance two soil borings to groundwater(approximately 45 to 59 feet bsg)in the leach field <br /> northeast of the Maintenance building and near the west ditch o collect soil and ground <br /> water samples; <br /> • Advance three soil borings to approximately 15 feet bsg betwe the former steam cleaning <br /> area and the west ditch to collect soil samples; <br /> • Advance two soil borings through the fill material south of the south burn pit,one boring will <br /> be advanced to a depth of 35 to 40 feet bsg to collect a grab ground water sample, the other <br /> to a depth of 20 feet bsg to assess fill thickness and underlying native soil; <br /> • Collect shallow (0.5 foot bsg) soil samples in the former steam cleaning area to assess for <br /> TPH-mo and metals contamination; <br /> • Procure laboratory analysis of the ground water samples and selected soil samples; and <br /> • Prepare a report of finding. <br /> 3.1. SOIL AND GROUND WATER INVESTIGATION <br /> AGE proposes to meet assessment objectives by advancing soil borings to groundwater in the <br /> Maintenance septic tank area, the western ditch/steam cleaning area, and near the south bum pit to <br /> collect soil and ground water samples for laboratory analysis. Three shallow soil borings will be <br /> advanced between the former steam cleaning area and the western ditch ea to collect soil samples <br /> Advanced GeoEnviro=ental Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.