My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOUISE
>
500
>
2900 - Site Mitigation Program
>
PR0540336
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/25/2019 9:13:01 AM
Creation date
6/25/2019 9:01:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0540336
PE
2953
FACILITY_ID
FA0022691
FACILITY_NAME
R&B LOUISE LLC ET AL
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19812008
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
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.
/
47
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
21 July 2015 <br /> AGE Project No. 14-3154 <br /> Page 8 of 15 <br /> • Soil borings will be advanced at the locations of borings AB18 and AB19 for <br /> collection of soil and groundwater samples and six additional soil borings will be <br /> advanced in the locations within the historical surface water ponds for collection <br /> of soil samples. <br /> • Soil borings will be advanced north of the on-site warehouse near wells W-3, W-4 <br /> and W-6 to collect soil samples for background concentrations. If previous soil <br /> borings were advanced in the area and appropriately analyzed, the analytical <br /> data will be provided in the subsequent report of findings. An alternative location <br /> for soil borings which represent background would be the parking lot area, <br /> located on the northern boundary of the property. <br /> • Soil borings (three) will be advanced in the area of the waste water treatment oil- <br /> water separator control secondary containment pad, directly south, north and <br /> west of the adjacent area to evaluate groundwater for production waste oil. <br /> Proposed soil boring locations are depicted in Figures 2 and 3. <br /> GROUNDWATER MONITORING WELL SAMPLING <br /> The groundwater monitoring network consists of three shallow screened wells <br /> (MW-1 through MW-3) for a diesel spill near the south side of the furnace building and <br /> several shallow screened wells (W-0 through W-8) for a waste discharge permit <br /> monitoring program. Groundwater monitoring will be conducted on a wells located near <br /> the former waste handling area (W-0, W-1R and W-2). Only on monitoring event is <br /> proposed. <br /> STATIC WATER LEVEL MEASUREMENTS <br /> Before sampling and during groundwater monitoring, static water levels are measured <br /> using an electric water level indicator. Water level data is recorded to the nearest 0.01- <br /> foot from a reference point marked on the top of the PVC well casing. <br /> WELL EVACUATION <br /> Subsequent to measurement of depth to water and prior to sampling, each well is <br /> purged to ensure samples are representative of the formation, rather than standing <br /> water in the well casing. Wells are purged using a disposable polyethylene bailer. <br /> Wells are purged until a minimum of three casing-water volumes are removed from the <br /> well and/or the field-measured groundwater parameters (pH, temperature, and <br /> conductivity) are stabilized. However, if a well is purged dry prior to evacuating three <br /> Advanced GeoGnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.