My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002786
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
719
>
3500 - Local Oversight Program
>
PR0545262
>
ARCHIVED REPORTS_XR0002786
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 7:48:19 PM
Creation date
2/3/2020 10:17:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002786
RECORD_ID
PR0545262
PE
3528
FACILITY_ID
FA0009940
FACILITY_NAME
SAN JOAQUIN CATHOLIC CEMETERY
STREET_NUMBER
719
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12720002
CURRENT_STATUS
02
SITE_LOCATION
719 E HARDING WAY
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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
1.0 Introduction <br /> On May 15, 1997 groundwater monitoring and sampling was performed at the San Joaquin <br /> Catholic Cemetery The site is located approximately one mile north of downtown Stockton, <br /> California(Figure 1) <br /> 2.0 Groundwater Gradient <br /> ' Depth-to-groundwater measurements were taken in all five groundwater monitoring wells and <br /> two of the four vapor extraction wells (VW-1 and VW-2) to evaluate groundwater flow and <br /> gradient characteristics (Figure 2 - Site Plan) The depth-to-groundwater at the site ranged from <br /> 43 01 to 44 19 feet below ground surface The elevation of the groundwater surface beneath the <br /> ' site ranged from a low of 26 10 feet below mean sea level (msl) in MW-5 to a high of 25 99 feet <br /> below msl to MW-3 Groundwater levels have risen an average of approximately 7 feet since the <br /> last monitoring event on February 14, 1997 The groundwater surface is above the well screen <br /> interval in MW-1, -2, -3, -4, and-5 Groundwater monitoring data are summarized in Table 1 <br /> The groundwater flow direction and gradzent are illustrated on the groundwater surface map � <br /> (Figure 3) In general, the maximum groundwater gradient was calculated at approximately <br /> 0 004 ft/ft in a northerly direction Groundwater flow and gradient characteristics may be <br /> unreliable because groundwater levels are higher than the top of the monitoring well screen <br /> ' intervals <br /> 3.0 Groundwater Sampling and Analyses <br /> In the past, the five on-site monitoring wells have been sampled during quarterly groundwater <br /> ' monitoring Due to the rise in the groundwater surface elevation of approximately 20 feet since <br /> May of 1992, the screen intervals of these wells are below the groundwater surface and may not <br /> ' provide an accurate representation of groundwater table conditions In order to collect <br /> groundwater samples representative of groundwater table conditions, two vapor extraction wells <br /> ' (VW-1 and VW-2) were sampled this quarter These wells were installed near the former tank <br /> excavation and have screen intervals coinciding with the water table In addition, an irrigation <br /> ' well, irrigation well 42, was sampled at the request of San Joaquin County Environmental Health <br /> Division (SJCEHD) <br /> Vapor extraction wells VW-1 and VW-2 were purged of at least three well volumes using a <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.