My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
345
>
2900 - Site Mitigation Program
>
PR0506426
>
WORK PLANS_CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2020 4:08:53 PM
Creation date
7/24/2020 3:29:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 1
RECORD_ID
PR0506426
PE
2950
FACILITY_ID
FA0007416
FACILITY_NAME
STEPHENS MARINE INC
STREET_NUMBER
345
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13526011
CURRENT_STATUS
01
SITE_LOCATION
345 N YOSEMITE ST
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.
/
41
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
28 December 1999 <br /> AGE-NC Project No, 97-0351 <br /> Page 4 of 7 <br /> 2.4. REGIONAL GROUND WATER , <br /> The estimated depth to ground water at this property is approximately 20 feet bsg, based on <br /> information from Lines of Equal Depth of Water Wells, Fall 1995 published by the San Joaquin <br /> County Flood Control District and Water Conservation District. However, the PHS-EHD records <br /> indicted that the highest ground water was observed at the site in 198Cat 10 feet bsg. During <br /> previous site investigations at the site, ground water was encountered at a depth of 12 feet bsg. The <br /> prevailing ground water flow in this portion of western Stockton flows generally to the northeast, <br /> while localized ground water flow may vary during winter/summer cycles. <br /> 3.0. SCOPE OF WORK <br /> Based on the laboratory analysis of soil samples collected and field observations noted during UST <br /> removal, soil boring advancement and monitoring well installation,petroleum hydrocarbon impacts <br /> to soil were located in the former West UST area. The proposed interim soil remediation scope of <br /> work will include the following'tasks: <br /> • Pre-field work activities; <br /> • Soil excavation and backfilling; <br /> • Soil sample collection and analysis; (stockpile sample collection and analysis) <br /> • Soil disposal and-, <br /> • Installation of two wells with quarterly sampling <br /> • Report preparation. <br /> Each of these tasks is described in greater detail below. <br /> 3.1. PRE-FIELD WORK ACTIVITIES <br /> A health and safety plan will be prepared in accordance with Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities (National Institute for Occupational Safety <br /> and Health Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> Prior to mobilization, the area of excavation will be clearly marked'and an utility clearance obtained <br /> through Underground Service Alert. Permits required from other agencies will be procured. <br /> Advanced 6eoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.