My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001633
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CLAY
>
639
>
3500 - Local Oversight Program
>
PR0544513
>
ARCHIVED REPORTS XR0001633
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2019 12:12:22 PM
Creation date
6/14/2019 10:49:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001633
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
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.
/
48
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
File No. 20-3769-01 KLEINFELDER <br /> March 16, 1994 <br /> this proposal to Public Health Services. The permit must be approved prior to drilling the <br /> bonngs. <br /> Task A2 - Permitting <br /> Kleinfelder will submit the soil and groundwater assessment proposal, a proposed boring location <br /> map, a health and safety plan, the boring permit application, and the appropriate application fees <br /> to the SJCEHD for review and approval. Following obtaining approval from the SJCEHD, <br /> Klelnfelder will commence the actual field assessment. <br /> Task A3 - Drilling of Soil Borings and Monitoring Well Xnstallation <br /> One soil boring will be advanced on the excavation ramp near the northwest corner of the <br /> excavation to a maximum depth of 45 feet below surface grade (bsg) to define the hydrocarbon- <br /> affected soil in that direction. Three additional soil borings will be advanced in locations as <br /> follows: <br /> + South of the existing excavation near the street <br /> • North of the current excavation near the warehouse and former dispenser location <br /> • East of the current excavation <br /> The "south," "north," and "east" borings will be advanced to a depth of approximately 60 feet <br /> bsg to further define the hydrocarbon-affected soil in those directions and for constructing a 2- <br /> Inch diameter groundwater monitoring well within each boring. <br /> During the advancement of all bonngs, soil samples will be collected at 5-foot intervals for <br /> lithologic classification and qualitative field screening. Lithologic classification will be based on <br /> the United Soil Classification System (USCS) Additionally, soil samples will be obtained for <br /> field screening with an organic vapor analyzer(OVA). The OVA measures ionizable compounds <br /> in air in parts per million by volume (ppmv). Soil samples will also be obtained for potential <br /> chemical analysis. At this time we propose to analyze two soil samples per boring. After <br /> collection, the soil samples will be labeled, logged on an chain-of-custody, and immediately <br /> stored in an iced cooler. The samples will be submitted to APPL Laboratory in Fresno, <br /> California for the following analyses: <br /> • TPH purgeable by EPA Method 8015M/5030 (gasoline range) <br /> • BTEX by EPA Method 8020/602 <br /> The samples will be analyzed on a normal laboratory schedule requiring approximately one week <br /> (five working days) for completion. <br /> copyright 1994 KLeinfelder, Inc. Page 2 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.