My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BYRON
>
0
>
2900 - Site Mitigation Program
>
PR0521880
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/14/2019 9:28:35 AM
Creation date
2/14/2019 8:43:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0521880
PE
2960
FACILITY_ID
FA0014864
FACILITY_NAME
TRACY-BYRON RD - TBR
STREET_NUMBER
0
STREET_NAME
BYRON
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
BYRON RD
QC Status
Approved
Scanner
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.
/
162
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
CHIN EMC SUPRI-ND `MJ b4e UbUb UPJITI 'U5 "15.5( N0.5y6 U5 <br /> Scott Mansholt September 2003 <br /> ChevronTexaco I <br /> West Byron Road Corridor <br /> groundwater samples should include total petroleum hydrocarbons as gasoline(TPH-g),benzene, <br /> toluene. ethylbenzene, and xylene(BTEX), and methyl tertiary butyl ether(MTBE). <br /> 2. Similarly, we concur with the consultants proposal to advance additional borings north of the Souza <br /> property within the Byron Road easement to collect:soil and groundwater samples for analysis. <br /> Similarly, as described above, at least four groundwater samples should be obtained for analysis from ' <br /> borings without free product. <br /> 3. Off-site soil and groundwater information needs to be provided for the Caldron's Store Ieaking <br /> underground storage tank(UST) investigation,confirming that leaks leave not migrated downgradient <br /> into the Byron Road easement. If the information cannot be obtained, a soil borings)should be <br /> advanced north of the store and former UST excavation to collect soil and groundwater samples. Soil ' <br /> and groundwater samples should be analyzed for petroleum hydrocarbon analysis as described in <br /> item 4#1 above. <br /> 4. ]wring PG&L's March 2003 investigation within the Byron Road easement, north of the Monterosso ' <br /> property,concentrations of TPH-g were identified in soil and groundwater. We recommend that an <br /> additional boring(s)be advanced near PG&E boring B-10 and in the vicinity of borings B-14 and 15, to <br /> collect soil and groundwater samples for analysis as described in item#1 above. ' <br /> 5. The well. survey and search has identified several private domestic water wells along the south side of <br /> Byron Road from the McCormack property to Interstate 205. We recommend that a.groundwater <br /> sample be obtained from the wells and submitted for petroleum hydrocarbon analysis as described in <br /> item#1 above. <br /> ChevronTexaco and Regional Board staff, to expedite die characterization process during the course of the <br /> investigation work, will review the results of analysis and field observations to determine the need for <br /> additional borings and sampling. <br /> We concur with the 18 August 2003 West Byron Road Corridor workplan provided our comments outlined <br /> above are addressed. <br /> If you have any questions or comments. please contact Dean Hubbard at(559) 445-5179. Please notify <br /> Regional.Board staff at least 48 hours prior to commencing the field investigation and drilling activities. <br /> ;R <br /> 513.BJITONR <br /> rR CC. DEAN HUBBARD <br /> Senior Engineering Geologist Associate g Fn ineerinGeologist <br /> Engineering g <br /> RG No. 6357 <br /> cc: Mr. Mike Infurna, San Joaquin County Public 14calth Services,Stockton ' <br /> Mr. Garrett Turner, SAIC, Oakland <br /> Mr, Gary Foote, Geomatrix, Oakland <br />
The URL can be used to link to this page
Your browser does not support the video tag.