My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0007279
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EIGHT MILE
>
15135
>
2900 - Site Mitigation Program
>
PR0518132
>
ARCHIVED REPORTS XR0007279
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2019 2:13:07 PM
Creation date
7/10/2019 11:52:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007279
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
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.
/
90
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
• 11 April 2003 <br /> AGE-NC Project No 01-0865 <br /> Page 7 of 9 <br /> vadose zone The steep gradient caused by the slough and levee{0 23 ft/ft on Figure 4 of the Condor- <br /> prepared Quarterly Ground Water Monitoring Report,dated 03 May 2001)transported the dissolved <br /> MTBE eastward to the area east of the ASTs, where Condor's and AGE's ground water maps <br /> illustrate gradients ranging from 0 02 to 0 07 ft/ft between MW4 and MW2 This Interpretation is <br /> consistent with the following site history- <br /> • The USTs were utilized up to circa 1991,well into the age of MTBE usage in gasoline, <br /> • The highest petroleum-hydrocarbon impacts to soil are at the former UST location, <br /> • There have been no documented releases of fuels from the current AST system, <br /> • There have been no repairs of the AST system since inception of use, and <br /> • MTBE-free fuels have been utilized at the site for the last few years <br /> Contaminants that have migrated to the flat land, where hydraulic gradients are low,would tend to <br /> be trapped there,mainly in the peat zone,where porosities are very high,but average permeabilities <br /> are very low <br /> 5.0. SUNEM ARY AND CONCLUSIONS <br /> Based upon data collected dunng this subsurface investigation, AGE concludes the following <br /> • The levee material consisted of a dry, brown, poorly-sorted coarse-grained sand underlain <br /> by dry to moist,tan to dark brown silty sand with gravel Below approximately 18 feet bsg, <br /> the soil beneath the levee and the flat land east of the level consisted of an approximately <br /> 15-foot thick, saturated black peat, underlain by an approximately 10 feet of moist to <br /> saturated,olive green,well-sorted to silty fine sand Underlying the sandy layer was a 2-foot <br /> section of dry to moist, olive green silty clay, followed by a basal silt to the total depth of <br /> 26 feet bsg in deepest boring B13 <br /> • The high porosity but low hydraulic conductivity of the peat layer suggests that the peat may <br /> retard downward-migrating contaminants at the UST location, absorbing much of the <br /> contaminants on the upper surface of the layer Differential ground water flow at the top of <br /> the peat layer,under a steep hydraulic gradient,may flush out and transport the contaminants <br /> down-gradient, however, lateral contaminant migration within the peat layer may be slow <br /> due to the low hydraulic conductivity <br /> • The moderate to high nutrient concentrations and moderate to high bioenumerations in the <br /> peat suggest that petroleum hydrocarbon compounds will potentially decrease over time via <br /> natural attenuation <br /> Advanced Geoltnvtronmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.