My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0003295
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DIAMOND
>
1050
>
2900 - Site Mitigation Program
>
PR0001781
>
ARCHIVED REPORTS XR0003295
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/3/2019 12:23:11 PM
Creation date
7/3/2019 10:46:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003295
RECORD_ID
PR0001781
PE
2960
FACILITY_ID
FA0004090
FACILITY_NAME
DIAMOND WALNUT GROWERS INC
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155 320 19 5
CURRENT_STATUS
01
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
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
Technical Summary & Report of 4TH Qtr Monitoring Apnl 2, 1992 <br /> Diamond Walnut Growers, 1050 South Diamond Street, Stockton, CA W0564 i <br /> According to the San Joaquin County Flood and Water Conservation District data, groundwater <br /> beneath the site is estimated to be at 70 feet below grade. This is consistent with measurements <br /> from monitoring wells on site. <br /> ' 3.0 SUMMARY OF PREVIOUS WORK <br /> Several phases of subsurface soil and groundwater investigation have been conducted at the <br /> subject property since December 1988 This work was performed by Weiss Associates (WA) <br /> ' of Emeryville, California. <br /> ' The three groundwater monitoring wells were constructed to monitor the upper-most water- <br /> bearing zone, which was encountered at a depth of approximately 71 feet below grade in each <br /> ' boring The wells were screened at a minimum of 56 feet and at a maximum of 89 feet below <br /> grade. On January 31, 1991, after appropriately developing each well, WA personnel collected <br /> groundwater samples from each well. Samples collected from monitoring wells MW-1 and MW- <br /> 2 (adjacent to Vaults 1 and 6, respectively) were analyzed by GC/FID for ethylene and <br /> ' propylene glycol The water sample collected from MW-3, adjacent to Vault 8, was analyzed <br /> for total soluble chromium, sodium and calcium (EPA method 6010), hexavalent chromium <br /> ' (EPA method 7196) and chlorides (EPA method 325 2) All constituents detected were below <br /> the California MCL or below the EPA secondary standard (aesthetic); with the exception of total <br /> ' (.10 mg/f) and hexavalent ( 11 mg/f) chrome in well MW-3. These results are reported on <br /> Table 1. <br /> In order to assess the validity of the MW-3 results for chrome species, a verification round of <br /> ' sampling was performed in August of 1991 by WA. Water samples were collected from <br /> monitoring well MW-3, and City wells WP-1 and WP-2. Each sample was analyzed for total <br /> and hexavalent chromium by Clayton Environmental Consultants. The results, which are <br /> reported on Table 1, indicate both City wells are below method detection limits for total (.05 <br /> mg/P) and hexavalent ( 01 mg/P) chrome However, total and hexavalent chrome levels of .07 <br /> R011792 SAY 3 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.