My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001623
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
16
>
2900 - Site Mitigation Program
>
PR0522479
>
ARCHIVED REPORTS XR0001623
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2019 2:59:47 PM
Creation date
5/17/2019 2:12:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001623
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
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.
/
16
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. 3 Groundwater Monitoring <br /> During excavation and treatment, three on-site monitoring wells <br /> were destroyed (MW-1, MW-3 and MW-5) . On 3 September 1992 three new <br /> wells were drilled in the same locations. Two additional off-site <br /> monitoring wells were installed on 4 September 1992 . The wells were <br /> initially sampled on 11 September 1992 and results presented in the <br /> Monitoring Well installation and Sampling report dated 9 October <br /> 1992 . Nine monitoring wells were subsequently monitored in February <br /> 1993 , and groundwater elevation and contamination levels were <br /> reported in the First Quarter 2993 Groundwater Monitoring Report on <br /> 8 March 1993 . <br /> 3 . 0 PROCEDURES <br /> 3. 1 Measurement and Sampling <br /> On 20 May 1993 , a Solinist water level meter was used to measure <br /> the depth to water in each well. After measurements were made, a <br /> purge pump was used to surge and purge each well, and approximately <br /> 10 gallons of water were removed from all wells to stabilize <br /> temperature, pH and conductivity (Table 1) . The water was stored in <br /> 55-gallon drums on-site. <br /> Water samples were collected from each well using a new, clean, <br /> disposable plastic bailer. The samples were collected in 40 ml EPA j <br /> vials and transported in a chilled container to Alpha Analytical <br /> Laboratories in Ukiah. <br /> 3.2 Laboratory Analysis <br /> The samples were analyzed for total petroleum hydrocarbons (TPH as <br /> gasoline) and volatile aromatics (BTE&X) in accordance with EPA <br /> methods 8015/LUFT and 502 , respectively. The laboratory report and <br /> chain of custody are presented in Appendix A. <br /> 4 . 0 FINDINGS <br /> 4. 1 Groundwater Elevation and Gradient <br /> The relative elevation of the water table in each well was <br /> calculated by subtracting the water depth from the casing elevation <br /> (Table 2) . The data indicate that the water table has lowered an <br /> average of 2 . 3 feet. The level in on-site wells has dropped <br /> approximately 3 . 5 feet; to the north and east, the level has <br /> dropped less than 3 feet, and in MW-11, the level has actually <br /> risen 0. 45 feet. The reasons for these variations are uncertain. <br /> Groundwater continues to flow to the northeast, although at a <br /> somewhat steeper gradient than in February (Figure 3) . The gradient <br /> 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.