My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0002700
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
300
>
3500 - Local Oversight Program
>
PR0544424
>
ARCHIVED REPORTS XR0002700
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2019 12:01:49 PM
Creation date
5/6/2019 11:45:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002700
RECORD_ID
PR0544424
PE
3529
FACILITY_ID
FA0005099
FACILITY_NAME
HESS DUBOIS CLEANERS
STREET_NUMBER
300
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
300 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
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.
/
24
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
1 <br /> TABLE 4 <br />' ANALYTICAL RESULTS OF GROUNDWATER SAMPLES <br /> Hess-DuBois Cleaners <br /> 348 West Harding Way, Stockton, Callrornia <br /> Sample I.D./ TPH as' StoddardBenzene Toluene Ethyl- <br /> Date Xylenes Solvent benzene <br />' MW-1111-4-93 660 3.4 ND 4.3 3.9 <br /> MW-116-22-94 190 ND ND ND ND <br /> MW-119-27-94 160 ND ND ND ND <br />' MW-2111-4-93 880 ND ND 4.3 6.2 <br /> MW-216-22-94 670 ND ND ND ND <br />' MW-219-27-94 600 ND ND ND ND <br /> MW-3/11-4-93 41,000 29 ND 120 610 <br /> tMW-316-22-94 2,800 ND ND 17 1.5 <br /> MW-319-27-94 880 1.2 ND 15 2.4 <br /> fcg/L=parts per Ulm <br /> - 5.0 CONCLUSIONS & RECOMMENDATIONS <br /> 5.1 Groundwater Flow Direction and Gradient <br />' Since January 1994, the groundwater flow direction and gradient have remained between <br /> N 5 ° E and N 430 W; the gradient has averaged approximately 0.023 ft/ft. Both these <br /> calculations are consistent with regional and local trends. The flow direction continues to <br />' be north-northwest. <br /> 5.2 Petroleum Hydrocarbon Impacted Soil <br />' Petroleum hydrocarbon impacted soil remains in the vicinity of MW-3. The extent of the <br /> impacted soil has not been determined. Additional assessment will be necessary to <br />' determine the extent of impacted soil and to design an appropriate remediation system. <br />' 5.3 Petroleum Hydrocarbon Impacted Groundwater <br /> Concentrations of TPH as Stoddard Solvent has decreased in all three monitoring wells from <br /> ' November 1993 to September 1994. Concentrations of BTE&X has not been detected in <br /> MW-1 and MW-2 since the first sampling event in November 1993. Very Iow concentrations <br /> of Benzene, Ethylbenzene and Xylenes were still detected in MW-3. In the third quarter, <br /> xn..a.e.:awnak" <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.