My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011543
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
517
>
2900 - Site Mitigation Program
>
PR0541344
>
ARCHIVED REPORTS_XR0011543
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/13/2019 1:10:12 PM
Creation date
12/13/2019 11:08:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011543
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT 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.
/
38
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
A letter from the San Joaquin County Environmental Health Department (EHD), dated 07 March <br /> ,. 1996, indicated that further investigation related to the former UST would be required before site <br /> closure could be issued. <br /> SITE ASSESSMENT ACTIVITIES <br /> A total of eight soil probe borings(P 1 through P8)were advanced at the site,under the observation <br /> of a representative of the EHD. On 19 September 1995,probe boring P1 was advanced north of the <br /> former UST area;probe boring P2 was advanced near the center of the former UST excavation;and <br /> probe boring P3 was advanced near the former dispenser location. Each of these boring were <br /> advanced to a depth of 25 feet bsg. <br /> On 21 April 1997, P4 was advanced in the City of Stockton right-of-way in Fremont Street. Four <br /> additional soil probe borings(P5 through P8) were advanced on the site, in the vicinity the former <br /> UST, including probe boring P7,which was advanced under the building on the site. Each of these <br /> probing were advanced to a vertical depth of 15 feet bsg. <br /> • TPH-g was detected in soil samples from probe boring P2, P3 and P7 at concentrations as <br /> high as 230 ppm(P3-10').BTE&X compounds were detected in soil samples collected from <br /> P3 at concentrations ranging from 0.010(ethyl benzene,P3-25')to 19 ppm(xylenes,P3-10'). <br /> Petroleum hydrocarbons were not detected in soil samples analyzed from any other probe <br /> borings advanced during this investigation. <br /> • Analytical results of soil samples submitted for physicochemical analysis and <br /> microbiological enumeration indicate that there is microbial activity at the site, however <br /> segregated from the area of the hydrocarbon release.The lack ofbiodegrading bacteria in the <br /> area of the dispenser may be due to the presence of biotoxic compounds in the subsurface <br /> at the site, such as metals or pesticides. However, adequate concentrations of necessary <br /> nutrients for microbe growth and sustenance were present in the soil at the site. <br /> • TPH-g was detected in four of six grab ground water samples collected from the site at <br /> concentrations ranging from 510 to 94,000 parts perbillion(ppb,reported as micrograms per <br /> liter). BTE&X compounds were detected in five of six samples analyzed at concentrations <br /> ranging from 1.3 ppb benzene in boring P1 to 19,000 ppb of toluene in boring P6. MTBE <br /> was detected at concentrations up to 290 ppb. No petroleum hydrocarbons were detected in <br /> the grab water sample collected from the City of Stockton right-of-way in Fremont Street, <br /> located in the apparent up-gradient direction from the former UST area. <br /> On 15 and 16 June 1999, AGE advanced four soil boring for the construction of ground water <br /> monitoring wells, collected soil samples and procured laboratory analysis of the soil samples. The <br /> four soil borings (MW-1 through MW-4) were advanced utilizing hollow-stem auger drilling <br /> techniques and were subsequently completed as monitoring wells. <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.