My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008446
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
4344
>
2900 - Site Mitigation Program
>
PR0541976
>
ARCHIVED REPORTS_XR0008446
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/10/2020 10:26:15 PM
Creation date
7/9/2020 9:45:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008446
RECORD_ID
PR0541976
PE
2960
FACILITY_ID
FA0024090
FACILITY_NAME
CHEVRON FACILITY #9-9840
STREET_NUMBER
4344
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
10102157
CURRENT_STATUS
01
SITE_LOCATION
4344 WATERLOO RD
P_LOCATION
01
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
72
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
Chevron Products Company Page 2 <br /> Chevron Service Station 9-9840,4344 Waterloo Road,Stockton,California September 25,2002 <br /> groundwater monitoring well was installed in each boring Field and laboratory <br /> procedures are included in Attachment B <br /> The results of the assessment activities are described below <br /> • Subsurface Conditions. Silty clay to clayey silt was encountered in all of the <br /> borings to approximately 60 feet bgs Below that, a sandy silt to silty sand was <br /> encountered to the total depth explored of approximately 75 feet bgs Groundwater <br /> was first encountered at approximately 67 feet bgs Boring logs and well <br /> construction details are included in Attachment C <br /> • Soil Sampling and Analysis. Two soil samples were collected from each of the <br /> bonngs (capillary fringe and bottom) and submitted to a state-certified laboratory <br /> for chemical analysis Samples submitted for chemical analysis were analyzed for <br /> total petroleum hydrocarbons as gasoline (TPHg), benzene, toluene, ethylbenzene, <br /> xylenes (BTEX) and the fuel oxygenates methyl tertiary butyl ether (MtBE), di- <br /> isopropyl ether(DIPS), tertiary amyl methyl ether(TAME), ethyl tertiary butyl d <br /> ether(ELBE), tertiary butyl alcohol (TBA), ethylene dibromide (EDB), 1,2 <br /> dichloroethane (1,2-DCA), methanol, and ethanol A copy of the laboratory <br /> analytical reports and chain-of-custody documentation are included in Attachment <br /> D <br /> TPHg was detected at a concentration 5 0 milligrams per kilogram g/kg) in the <br /> soil sample from MW-6 at 65 feet bgs o other analytes were detected above their <br /> . respective laboratory detection limits <br /> • Groundwater Analytical Results. The newly installed wells were developed and <br /> sampled on May 10, 2002 Depth to water measurements were also collected from <br /> all seven groundwater monitoring wells Samples submitted for chemical analysis <br /> were analyzed for TPHg, BTEX, MtBE, DIPE, TAME, EtBE, TBA, EDB, 1,2 <br /> DCA, methanol, and ethanol Analytical data for the three pre-existing wells can be <br /> found in Gettler-Ryan's (G-R) second quarter 2002 monitoring and sampling report <br /> dated June 20, 2002 A copy of the laboratory analytical report and chain-of- <br /> custody documentation are included in Attachment D A copy of well development <br /> field data sheets are included in Attachment E <br /> MtBE was detected in the groundwater sample collected from well MW-4 at 2 <br /> micrograms per liter (µg11) No other analytes were detected above their respective <br /> method detection limits Groundwater monitoring and analytical data are <br /> summarized in Table 1 <br /> • Monitoring Well Survey and Groundwater Gradient Interpretation. The newly <br /> installed wells were surveyed along with the three previously installed wells to 0 01- <br /> foot accuracy relative to mean sea level (MSL) Based on depth to water readings <br /> taken during the sampling of the new monitoring wells, groundwater flow was to the <br /> east/northeast at a gradient 0 0026 foot per foot (Figure 3) <br /> • <br /> 11Chevron1998401REPORTSI9-9840 MW SA 2002 doe <br />
The URL can be used to link to this page
Your browser does not support the video tag.