My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002240
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
574
>
3500 - Local Oversight Program
>
PR0545205
>
ARCHIVED REPORTS_XR0002240
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2020 3:45:45 PM
Creation date
1/27/2020 3:18:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002240
RECORD_ID
PR0545205
PE
3528
FACILITY_ID
FA0003164
FACILITY_NAME
NORTH POLE GAS & FOOD INC
STREET_NUMBER
574
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
574 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
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
2 . 0 GROUNDWATER FLOW DIRECTION AND GRADIENT <br /> On July 31, 2002, ASE measured the depth to water in six (6) site <br /> groundwater monitoring wells using an electric water level sounder. The <br /> surface of the groundwater was also checked for the presence of <br /> free-floating hydrocarbons or sheen. No free-floating hydrocarbons or <br /> sheen were observed in any of the site groundwater monitoring wells. As <br /> requested by the San Joaquin County PHS-EHD, the groundwater sampling <br /> was coordinated with the consultants investigating two adjacent <br /> properties, the BP Service Station located at 2375 Tracy Boulevard to the <br /> west and the former Chevron Station located at 575 Grant Line Road to the <br /> north. Groundwater elevation data is presented in Table One. <br /> A groundwater potentiometric surface map is presented as Figure 2. The <br /> groundwater flow direction is to the northwest with a gradient of <br /> approximately 0.0048 ft/ft. This gradient and flow direction are consistent <br /> with previous findings. A potentiometric surface map including data from <br /> 2375 Tracy Boulevard and 575 Grant Line Road was not prepared this <br /> quarter due to delays in receiving data for the 2375 Tracy Boulevard site <br /> from their consultant in time for this report preparation. <br /> 3 . 0 GROUNDWATER SAMPLE COLLECTION AND ANALYSIS <br /> Prior to sampling, each monitoring well was purged of three well casing <br /> volumes of groundwater using dedicated polyethylene bailers. The <br /> parameters pH, temperature, and conductivity were monitored during t h e <br /> well purging. Groundwater samples were not collected until these <br /> parameters stabilized. Groundwater samples were collected from each <br /> well using dedicated polyethylene bailers. <br /> The samples were decanted from the bailers into 40-m1 volatile organic <br /> analysis (VOA) vials and pre-preserved with hydrochloric acid. The <br /> samples were capped without headspace, labeled and placed in a cooler <br /> with wet ice for transport to Kiff Analytical, LLC of Davis, California (FLAP <br /> #2236) under appropriate chain-of-custody documentation. Well sampling <br /> field logs are presented in Appendix A. <br /> The groundwater samples were analyzed for total petroleum hydrocarbons <br /> as gasoline (TPH-G), benzene, toluene, ethyl benzene, and total xylenes <br /> (collectively known as BTEX), and fuel oxygenates by EPA Method 8260. <br /> Analytical data is presented in Table Two. The certified analytical report <br /> and chain-of-custody documentation are included as Appendix B. TPH-G, <br /> Singh's Unocal Service Station Quarterly Report — July 2002 Sampling <br /> -2- <br />
The URL can be used to link to this page
Your browser does not support the video tag.