My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011743
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
7500
>
3500 - Local Oversight Program
>
PR0544801
>
ARCHIVED REPORTS XR0011743
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:08 AM
Creation date
9/4/2019 10:58:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011743
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH 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.
/
141
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
Extended Site Characterization Report: 7500 West Eleventh Street, Tracy, CA. Page 16 <br /> ifs <br /> k: latitude and longitude of a point on the earth's surface to within a <br /> } resolution of three meters. That resolution is clearly sufficient for such <br /> purposes and any other general mapping purpose related to geographical <br /> f or informational databases. <br /> However, solely to comply with the requirement of the recently-enacted <br /> California Assembly Bill 2886, it was necessary to resurvey their <br /> latitudes and longitudes to a resolution of less than one meter and in <br /> degrees recorded to seven places of decimal. This was achieved by <br /> mobilizing a surveying crew into the field equipped with GPS receivers <br /> and auxiliary equipment capable of that resolution. The elevational and <br /> latitudinal and longitudinal data for each well is recorded in Table 1. <br /> Unfortunately, the resolution obtainable even with the specialized GPS <br /> equipment used to obtain the latitude and longitude data presented in <br /> that table does not provide sufficient resolution for the purpose of <br /> measuring relative monitoring well locations, which is required to <br /> accurately compute groundwater gradients and flow directions. To <br /> provide measurements of sufficient accuracy, SJC employed standard <br /> i engineering surveying techniques to locate the wells and measured the <br /> distance between them using a surveyor's tape. <br /> F.. 5.5 Well Drilling and Soil Sampling <br /> Prior to the commencement of exploratory drilling and groundwater-quality monitoring <br /> well construction at the site, the necessary drilling permits were obtained from the <br /> SJCEHD. Encroachment permits for installation of groundwater-quality monitoring wells <br /> along both Chrisman Road and West Eleventh Street were obtained from the San Joaquin <br /> -� County Department of Public Works (SJCDPW). Bonds for the maintenance and <br /> eventual removal of those wells were also obtained to comply with the requirements of <br /> `+ that agency. <br /> During the period March 25-28, 2002, two small-diameter exploratory borings and eight <br /> monitoring well borings were advanced using an 8-in., open-stem auger drilling rig <br /> operated by Spectrum Exploration, Inc., a drilling contractor holding a C57 license issued <br /> by the California Contractors State License Board. Dr. Dai Watkins, P.E., a California- <br /> licensed geotechnical engineer, logged the borings. The well casings are 2-in, diameter <br /> PVC with 0.02-in., machine cut screen slots. These and other details of the well <br /> construction are shown on the well logs compiled in Appendix A, as are the logs of <br /> exploratory borings. <br /> While the borings for proposed Monitoring Wells MW-8 through MW-11, MW-3A, <br /> MW3B and MW-12A were being drilled, the drilling equipment was used to recover soil <br /> samples in clean, brass tubes from a depth of 5 ft. in each hole - and generally at 5-ft. <br /> intervals thereafter - to the bottom of the boring. However, responding to such factors as <br /> percentage core recovers and observed changes of lithology, the engineer directed <br /> SJC <br />
The URL can be used to link to this page
Your browser does not support the video tag.