My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005096
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MOFFAT
>
392
>
3500 - Local Oversight Program
>
PR0545570
>
ARCHIVED REPORTS_XR0005096
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/16/2020 1:55:04 AM
Creation date
3/18/2020 2:15:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005096
RECORD_ID
PR0545570
PE
3528
FACILITY_ID
FA0009389
FACILITY_NAME
SJC DEPT OF AG - MANTECA
STREET_NUMBER
392
Direction
S
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
221-030-08
CURRENT_STATUS
02
SITE_LOCATION
392 S MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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
2 0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> On March 26, 2003, to comply with quarterly groundwater monitoring requirements, Ramage <br /> Environmental monitored and sampled the three existing monitoring wells at the site <br /> 21 Groundwater Monitoring <br /> Depth-to-groundwater was monitored using a water level indicator capable of measurements to <br /> 9 P <br /> within 0 01 foot The static depth to the groundwater table, as measured in the three monitoring <br /> wells, ranged from 20 44 feet bgs in MW-2 to 20 54 feet bgs in MW-1 The corresponding <br /> groundwater surface elevations ranged from a high of 16 21 feet above mean sea level (msl) at <br /> MW-2 to a low of 16 11 feet above msl at MW-3 The resulting groundwater surface appears as a <br /> regular plane dipping to the northwest at a gradient of approximately 0 0015 foot/foot A <br /> groundwater surface contour map is included as Figure 3 The well construction details and <br /> groundwater monitoring data are summarized in Table 3 <br /> Between December 19, 2002 and March 26, 2003, the groundwater surface rose an average of <br /> 0 54 feet, the groundwater gradient decreased from 0 0033 to 0 0015 foot/foot, and the <br /> groundwater flow direction shifted less than 5 degrees toward the west Between March 2002 and <br /> March 2003, the groundwater surface has dropped an average of 2 47 feet, and the groundwater <br /> flow direction and gradient have remained relatively consistent <br /> Groundwater Sampling and <br /> 2 2 Gro p 9 Analysis <br /> Following groundwater level measurements, the wells were purged and sampled The wells were <br /> purged with a pump and dedicated disposable tubing until at least three well casing volumes had <br /> been removed and/or after groundwater temperature, pH and electrical conductivity values had <br /> stabilized Groundwater was sampled from the monitoring wells using dedicated and disposable <br /> polyethylene bailers and laboratory-supplied containers All sample containers were transported in <br /> an iced cooler with chain-of-custody documentation to Excelchem Environmental Labs <br /> (Excelchem), a state of California certified hazardous waste testing laboratory (Certification#2119) <br /> Excelchem analyzed each groundwater sample for Total Petroleum Hydrocarbons (TPH)-as-diesel, <br /> TPH-as-gasoline and BTEX by EPA Method 8020/8015M, and for methyl tertiary butyl ether <br /> (MTBE), di-isopropyl ether(DIPE), ethyl tertiary butyl ether (ETBE), tertiary amyl methyl ether <br /> (TAME), tertiary butanol (TBA) and 1,2-DCA by EPA Method 8260B <br /> 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.