My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001127
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1045
>
3500 - Local Oversight Program
>
PR0544231
>
ARCHIVED REPORTS XR0001127
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 5:42:06 PM
Creation date
3/6/2019 2:27:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001127
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
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.
/
35
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 /> 4 <br /> 5 3 v <br /> . 17 June 1996 w <br /> AGE-NC Project No 95-0121 <br /> Page 3 of 6 <br />' 3.0. QUARTERLY MONITORING PROCEDURES <br /> 4 <br /> 311 MONITORING WELL PURGE PROCEDURES <br />' On 22 May 1996, the depth to ground water in each monitoring well was measured to the nearest <br />' 0 01 foot utilizing a Solist water level meter The relative ground water elevations were calculated <br /> by subtracting the depth to ground water from the relative casing elevations surveyed from a <br /> temporary benchmark (Table 1 - Relative Ground Water Elevations) Relative ground water <br />' elevations were plotted and contoured on a scaled site map (Figure 3 - Relative Elevation Ground <br /> Water Map) <br /> After water levels were measured, approximately 12 to 14 gallons (minimum of three well volumes) <br /> I of ground water were purged from wells MW-1 through MW-9 utilizing a two-stage submersible <br /> pump Temperature, pH and conductivity were measured at regular intervals from each well using <br /> an ICM model 52200 water analyzer Stabilization data and field logs are in Appendix A Purged <br /> water was stored in'55-gallon drums on-site in an area inaccessible to the general public <br /> 3 2 GROUND WATER SAMPLING <br /> Monitoring wells MW-1 through MW-9 were allowed to recover for a minimum of one hour prior <br /> to sample collection Water samples were collected from wells MW-1 through MW-9 utilizing <br /> dedicated,disposable polyethylene bailers and new nylon rope Sufficient sample was collected from <br /> each well to fill three 40-m1 EPA vials containing hydrochloric acid as a preservative for the <br /> samples,and a one-liter amber bottle lacking hydrochloric acid Care was taken to ensure that visible <br />' air bubbles were not present in the VOAs after filling and capping Ground-water sample containers <br /> were labeled with the well designation, date, time, and samplers initials <br /> 3 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> IEach ground water sample was logged on a chain-of-custody form, placed in a chilled container and <br /> transported to a Castle Analytical Laboratories (CAL), a California state-certified laboratory for <br /> analysis of hazardous materials Each sample was analyzed for Total Petroieum Hydrocarbons <br /> quantified as gasoline and diesel (TPH-g and TPH-d), volatile aromatics (benzene, toluene, ethyl <br /> ' benzene and xylenes BTE&X), and methyl-tertiary-butyl ether'(MTBE) in accordance with EPA <br /> methods,respectively The laboratory report(CAL Laboratory No 764)and chain-of-custody forms <br /> are presented in Appendix B, <br /> { <br />
The URL can be used to link to this page
Your browser does not support the video tag.