My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006255
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
1240
>
3500 - Local Oversight Program
>
PR0545598
>
ARCHIVED REPORTS_XR0006255
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/23/2020 4:12:11 PM
Creation date
3/23/2020 3:59:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006255
RECORD_ID
PR0545598
PE
3528
FACILITY_ID
FA0001304
FACILITY_NAME
STOCKTON SCAVENGERS ASSOCIATION
STREET_NUMBER
1240
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1240 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
113
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
15 Site Hydrogeology <br /> The site is located on the eastern margin of the San Joaquin/Sacramento River <br /> delta. Site hydrogeology is largely influenced by the San Joaquin River to the west, the <br /> Walker Slough to the south and Mormon Slough/Port of Stockton turning basin to the <br /> north. <br /> Over the period of September 1988 to January 1990, depth-to-groundwater in three <br /> wells ranged from approximately -16 to -20 feet mean sea level (MSL). During this period, <br /> groundwater flow was generally toward the southeast to southwest. <br /> Since installation of the new wells by MARK in May and October 1993 (see Section <br /> 4 0), the depth-to-groundwater has varied from approximately -23 to -25 feet MSL. Since <br /> May 1993, the groundwater flow direction has varied from northwest to east-northeast, but <br /> generally east-northeast The groundwater gradient calculated from April 1994 data is less <br /> .� then 1 foot vertically per 100 feet horizontally (c0 01 ft/ft) <br /> The clayey nature of the soil underlying the site, the relatively flat groundwater <br /> gradient and the vaned groundwater flow directions over time suggests that horizontal <br /> movement of the groundwater is sluggish Groundwater conditions beneath the site in <br /> April 1994, are illustrated in Drawing 1-3 <br /> 16 Report Organization <br /> This report introduction summarizes the history of site remediation activities as well <br /> as geologic and hydrogeologic conditions Section 20 describes soil remediation activities <br /> conducted during 1993 Section 3 0 describes the work performed to remove and remediate <br /> the soil impacted by petroleum hydrocarbons as well as the analytical results of disposal and <br /> confirmation sampling. Section 4.0 presents a summary of previous groundwater <br /> FASCLOSE 1 14 92-1177102 36 <br />
The URL can be used to link to this page
Your browser does not support the video tag.