My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0006801
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EAST
>
2360
>
3500 - Local Oversight Program
>
PR0544639
>
ARCHIVED REPORTS XR0006801
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/9/2019 4:33:56 PM
Creation date
7/9/2019 3:22:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006801
RECORD_ID
PR0544639
PE
3528
FACILITY_ID
FA0005076
FACILITY_NAME
DICKS EXXON
STREET_NUMBER
2360
STREET_NAME
EAST
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23346001
CURRENT_STATUS
02
SITE_LOCATION
2360 EAST ST
P_LOCATION
03
P_DISTRICT
005
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.
/
25
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
GEOLOGICAL AND HYDROGEOLOGICAL OVERVIEW <br /> According to information contained within the September, <br /> 1991 WaterWork assessment , the Reeve' s site is located on <br /> level terrain underlain by flood plain deposits of <br /> Pleistocene and Holocene age that are composed of sediments <br /> similar to , and probably conformable on, underlying <br /> deposits of alluvium and Tulare formation The flood plain <br /> deposits are light to dark-brown and grey clay , silty sand, <br /> and organic materials with locally high concentrations of <br /> salt and alkali . Stream channel deposits of sand and <br /> gravel are also included <br /> Groundwater within the shallow water bearing zone occurs <br /> less than/ten feet below grade at the site as well as over <br /> most of the Tracy area . General groundwater gradient is to v/ <br /> the north. The flood plain deposits of the shallow water <br /> bearing zone have well developed soil profiles and, <br /> consequently, exhibit poor permeability . The base of the <br /> shallow zone is poorly defined and probably is from five to <br /> twenty feet below ground surface <br /> RECENT ENVIRONMENTAL COMPLIANCE ACTIVITIES <br /> Placement and Saam2ling of Additional Exploratory Sail <br /> Borings <br /> • On March 17 , 1994 , Del Tech Geotechnical Support Services <br /> of Oakdale advanced four ( 4) soil borings (designated EP-1 , <br /> EP-2 , EP-3 , and EP-4) at the locations shown on Figure 2 . <br /> Each boring was advanced with a hand auger . Discrete sol. <br /> samples and a grab water sample were acquired from each <br /> borehole. Each soil sample was collected within a 1 . 9 inch <br /> diameter by 4.0 inch long clean brass sleeve fitted within <br /> a drive sampler lowered into the borehole to a point <br /> accessed by the hand auger. Upon being retrieved, the <br /> drive sampler was opened and the brass sleeve removed. The <br /> ends of each sleeve were then covered with teflon <br /> sheeting/aluminum foil , fitted with plastic caps , and <br /> sealed with duct tape. Each tube was then marked and <br /> placed in an iced, insulated container for transportation <br /> to Priority Environmental Labs of Milpitas , a California- <br /> state certified hazardous waste analytical laboratory, <br /> under chain of custody . Subsequent analyses were performed <br /> for Total Petroleum Hydrocarbons as Diesel (TPH-D) , Total <br /> Petroleum Hydrocarbons as Gasoline (TPH-G) , benzene, <br /> toluene, ethylbenzene, and total xylenes (BTEX) using EPA <br /> Methods 3550/8015 and 5030/8015-8420 , respectively . <br /> i <br /> Grab water samples from each boring were acquired within a <br /> clean, disposable polyethylene bailer lowered into the <br /> borehole to a point just below the surface of the water. <br /> Page 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.