My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008239
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WEBER
>
222
>
3500 - Local Oversight Program
>
PR0545869
>
ARCHIVED REPORTS_XR0008239
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2020 10:51:13 AM
Creation date
7/21/2020 10:41:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008239
RECORD_ID
PR0545869
PE
3528
FACILITY_ID
FA0003764
FACILITY_NAME
SJ COUNTY COURT HOUSE
STREET_NUMBER
222
Direction
E
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
14916001
CURRENT_STATUS
02
SITE_LOCATION
222 E WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
2.0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> On May 9, 2003, to comply with quarterly groundwater monitoring requirements, Ramage <br /> Environmental monitored and sampled the three wells <br /> 21 Groundwater Monitoring <br /> Depth-to-groundwater was monitored using a water level indicator capable of measurements to <br /> within 0 01 foot The static depth to the groundwater table, as measured in the three monitoring <br /> wells, ranged from 14 55 feet below grade in MW-1 to 26 67 feet below street grade in MW-3 <br /> The groundwater surface elevation in the three wells ranged from a high of 14 41 feet below mean <br /> sea level (msl) at MW-1 to a low of 15 11 feet below msl at MW-3 The resulting groundwater <br /> surface appears as a regular plane dipping to the northeast at a gradient of approximately 0 0082 <br /> foot/foot A groundwater surface contour map is included as Figure 4, and the groundwater <br /> monitoring data are summarized in Table 3 <br /> 22 Groundwater Sampling and Analysis <br /> Following groundwater level measurements, the wells were purged and sampled The wells were <br /> purged with a pump and dedicated disposable tubing until at least three well casing volumes had <br /> been removed and/or after groundwater temperature, pH and electrical conductivity values had <br /> stabilized Groundwater was sampled from the wells using disposable polyethylene bailers and <br /> laboratory-supplied containers Each sample container was transported in an iced cooler with <br /> chain-of-custody documentation to Excelchem Environmental Labs (Excelchem), a state of <br /> California certified hazardous waste testing laboratory (Certification#2119) Excelchem analyzed <br /> each groundwater sample for TPH-as-gasoline and benzene, toluene, ethylbenzene, xylenes <br /> (BTEX) by EPA Method 8020/8015M, and for MTBE, di-isopropyl ether (DIPS), ethyl tertiary butyl <br />' ether (ETBE), tertiary amyl methyl ether(TAME), tertiary butanol (TBA), and 1,2-dichloroethane <br /> (1,2-DCA) by EPA Method 82606 <br /> Only the groundwater sample collected from MW-1 contained detectable concentrations of <br /> gasoline hydrocarbons This sample contained 11,000 micrograms per liter (µg11) of TPH-as- <br /> gasoline, 880 pg/I of benzene, 430 µg11 of toluene, 980 µg/l of ethylbenzene, and 2,600 µg/l of <br /> xylenes The groundwater sample analytical results are summarized in Table 2, the distribution of <br /> gasoline in groundwater is shown on Figure 5, and the laboratory reports are included in Appendix <br /> A <br /> 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.