My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0003987
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LODI
>
204
>
3500 - Local Oversight Program
>
PR0544962
>
ARCHIVED REPORTS XR0003987
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/6/2019 10:05:29 AM
Creation date
11/6/2019 9:43:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003987
RECORD_ID
PR0544962
PE
3528
FACILITY_ID
FA0003651
FACILITY_NAME
ARTS & ARTISTS
STREET_NUMBER
204
Direction
E
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
04719102
CURRENT_STATUS
02
SITE_LOCATION
204 E LODI AVE
P_LOCATION
02
P_DISTRICT
004
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.
/
36
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
22 January 1996 <br /> • AGE-NC Project No. 95-0112 <br /> Page 4 of 5 <br /> As of 31 October 1995, the vacuum extraction unit has operated for a total of approximately 1,440 <br /> hours. This data, the analytical results of 12,000 ug/l of the vapor sample and an average flow rate <br /> of 60 cfrn were used to calculate the approximate mass of extracted gasoline during this period. The <br /> Imass calculations are attached in Appendix D. <br /> 4.0. FINDINGS <br /> 4.1. GROUND WATER ELEVATION AND FLOW DIRECTION <br /> Thererelative iround water elevation data is depicted in Table 1. Between July and October 1995, <br /> g <br /> ground water elevation dropped an average of 1.5 feet. During the October 1995 monitoring, the <br /> ground water table continued to slope to the southwest (Figure 3 - Relative Ground 9 ater <br /> Elevation). The overall gradient is similar to that during previous monitoring events. <br />' <br /> 4.2. LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> TPH-g was detected in ground water samples collected from MW-I and MW-5 at concentrations of <br /> 12,000 and 420 µg/l (parts per billion: ppb), respectively. Elevated concentrations of BTE&X were <br /> detected in samples from MW-1 and.MW-5; sample collected in MW-I was found to contain benzene <br /> at 1,700 ppb. Petroleum hydrocarbons were not detected in samples collected from MW-4, MW-6, <br /> MW-7 or MW-8. The analytical results of all water samples are summarized in Table 2. The <br /> laboratory report(AAL, Batch No. 95-1024-008) and chain-of-custody samples collected during the <br /> October 1995 monitoring are included in Appendix B. <br />' 4.3. LABORATORY ANALYSIS OF VAPOR SAMPLES <br />' The vapor sample collected on 31 October 1995 indicated the detection of TPH-g at 12,000 ppb and <br /> of benzene at 100 ppb. The laboratory report (MAI, sample ID No. 58083) and chain-of-custody <br /> form are included in Appendix C. <br /> 4.4. HYDROCARBON-IlVIPACTED SOIL REMEDIATION <br /> The total cumulative mass volume of hydrocarbons that have been extracted from RW-1 was <br /> calculated to be approximately 1,761 kg or 3,884 lbs. A gallon of gasoline weighs approximately 6.25 <br /> lbs. The approximate volume of hydrocarbons as gasoline removed during this operational period is <br /> . 621 gallons. The mass calculations are attached in Appendix D. <br />
The URL can be used to link to this page
Your browser does not support the video tag.