My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0010341
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SIERRA NEVADA
>
749
>
3500 - Local Oversight Program
>
PR0545690
>
ARCHIVED REPORTS_XR0010341
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/22/2020 11:33:24 AM
Creation date
5/22/2020 11:23:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010341
RECORD_ID
PR0545690
PE
3528
FACILITY_ID
FA0005203
FACILITY_NAME
GENOVA BAKERY
STREET_NUMBER
749
Direction
N
STREET_NAME
SIERRA NEVADA
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15107406
CURRENT_STATUS
02
SITE_LOCATION
749 N SIERRA NEVADA ST
P_LOCATION
01
P_DISTRICT
001
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.
/
30
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
i <br /> i <br /> 12 December 1995 <br /> I AGE-NC Project No 95-0134 <br /> Page 4 of 6 <br /> Isites A description of the SESOIL modeling program and the potential for soil leaching was <br /> presented in the May 1995 Quarterly Report <br /> i A request was made to examine the potential impact to ground water if ground water were to return <br /> to the 1986 seasonal high of 35 feet Approximately 5 feet of impacted soil would be in contact with <br /> ground water <br /> The volume of hydrocarbons was calculated for impacted soils below a depth of 35 feet The total <br /> I volumes of toluene, ethyl benzene and xylene were defined as an instantaneous release to ground <br /> water over the area of impacted soils No degradation rate was used for the first model The <br /> concentrations of contaminants in ground water at the down-gradient edge of the release was <br /> Ipredicted using the AT123D A second model was run using the degradation rates from an example <br /> model supplied in the SESOIL program <br /> I <br /> 4.0. FINDINGS <br /> 4 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The relative elevation of the ground water in each well was calculated by subtracting the depth to <br /> water from the surveyed relative casing elevation(Table 1) Comparison of the measurements indicate <br /> that groundwater at the site rose an average of 0 14 feet between the May and September 1995 <br /> f monitoring events <br /> The ground water gradient was calculated to be 0 0016 ft/ft directed N 84° E (Figure 3) The <br /> September 1995 represents a return to the historically more shallow gradients The flow direction is <br /> directed more easterly than in previous monitoring events <br /> 4 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> No petroleum hydrocarbons were detected in the samples collected during this quarterly monitoring <br /> event The analytical results are summarized in Table 2 The laboratory report and chain-of-custody <br /> form are included in Appendix B <br /> 43 SESOIL MODELING <br /> The predicted concentrations for ethyl benzene, toluene and xylene for the first year were 11 7, 3 9 <br /> and 789 ppb, respectively All concentrations should immediately decrease to approximately 57% of <br /> the initial year values and then maintain a steady decrease The predicted concentrations for ethyl <br />
The URL can be used to link to this page
Your browser does not support the video tag.