My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0009445
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
4004
>
3500 - Local Oversight Program
>
PR0544711
>
ARCHIVED REPORTS XR0009445
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/30/2019 3:23:01 PM
Creation date
7/30/2019 2:07:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009445
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
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.
/
23
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
s ,Lk <br /> Quarterly Groundwater Monitoring Report, June -August, 1992 October 15, 1992 <br /> Manna Pro, 4004 South EI Dorado, Stockton, CA 2 <br /> groundwater was outlined Sod treatment will likely involve in situ soil venting, whereas <br /> groundwater remediation will Involve groundwater extraction and treatment to maintain hydraulic <br /> control of the plume <br /> Groundwater Monitoring Data <br /> On July 31, 1992, the sic existing groundwater monitoring wells were monitored for depth to water <br /> (DTW) The DTW measurements were taken from surveyed points on the top of each well casing, <br /> which are referenced to a common datum (designated as 100 feet) During this monitoring event <br /> the DTW in the six wells ranged from 41 06 to 43 16 feet This corresponds to static water level <br /> elevations ranging from 58 01 to 59 87 feet The results of groundwater monitoring are included in <br /> Table 1, Historical Groundwater Monitoring Data A potentiometric surface map as interpreted from <br /> the data in Table 1 is presented as Figure 1 As shown in Figure 1, the average groundwater <br /> gradient is approximately 0 016 ft/ft toward the west-southwest in the site vicinity The interpreted <br /> groundwater potentiometric surface suggests hydraulic mounding near, and potentially related to, <br /> the tank excavation <br /> Groundwater (duality Data <br /> The sic monitoring wells were sampled on July 31, 1992, following groundwater level monitoring <br /> The wells were purged to enable collection of samples representative of aquifer conditions <br /> Approximately four well volumes were bailed from each well The wells were allowed to recharge to <br /> approximately 80 percent of static water level before samples were collected <br /> Samples were collected using a Teflon® bailer and placed into sample containers supplied by the <br /> laboratory performing the analyses Sampling equipment was cleaned between wells using an <br /> Alconme and water solution and rinsed with de-lonized water A field blank and rinsate sample <br /> were collected In the field for Quality Assurance/Quality Control (QA/QC) measures Samples were <br /> labeled and placed in an Ice-chilled cooler for transport to GTEL Environmental Laboratories, Inc in <br /> Concord, California, and were accompanied at all times by a chain-of-custody record <br /> Samples from the July 31, 1992, sampling event were analyzed for the following parameters <br /> ■ pH using Standard Method 4500 H, <br /> ■ Specific conductance using Standard Method 2510, <br /> ■ Aromatic volatile organics and total petroleum hydrocarbons (TPH)-as-gasoline <br /> using Environmental Protection Agency (EPA) Methods 5030, 8020 and modified <br /> EPA Method 8015, <br /> GROUNDWATER <br /> EEETECHNOLOGY, INC <br />
The URL can be used to link to this page
Your browser does not support the video tag.