My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2020
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LOUISE
>
500
>
4400 - Solid Waste Program
>
PR0504201
>
CORRESPONDENCE_2020
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/19/2024 3:13:44 PM
Creation date
5/24/2022 12:09:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2020
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\cfield
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
373
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
17 March 2020 <br />Project No. 14-3002 <br />Page 3 of 5 <br /> One boring will be advanced to 5 feet bsg between the former locations of the gas <br />turbine package and high voltage/breaker building. <br /> One boring will be advanced to 5 feet bsg within the former transformer <br />containment area in the southwest corner of the power plant area. <br /> One boring will be advanced to 10 feet bsg adjacent to the sump located to the <br />east of the former control room building. <br /> One boring will be advanced to 10 feet bsg in the location of boring B32. <br /> Four borings will be advanced to 10 feet bsg surrounding boring B35; borings will <br />be advanced between 5 and 10 feet from B35. <br /> <br />The proposed soil borings will be advanced utilizing a 2-inch diameter hand auger or a <br />direct-push drilling rig equipped with 1.25-inch or 2-inch diameter hollow-probing rods. <br />Soil samples and potential waste samples (if encountered) will be collected from the <br />borings using a 2-inch diameter hand-auger or a Geoprobe soil sampling assembly <br />loaded with a two-foot or four-foot acetate liner. Soil samples will be collected <br />continuously between the surface and the total depth of all borings. Soil and waste <br />encountered in the borings will be visually classified by AGI personnel in accordance with <br />the USCS or type of materials encountered. Additionally, soil samples will be field <br />screened for the presence of volatile organic compounds (VOCs) using an organic vapor <br />meter equipped with a photo-ionization detector (PID) calibrated to isobutylene. <br /> <br />Upon sample retrieval, the acetate sleeve will be cut open to expose the entire soil core <br />to inspect and classify the soil. Soil samples collected between surface and 3-inches bsg <br />and at depths of 3, 5, 7, and 10 feet bsg will be hand-packed into sample jars. Soil <br />samples collected at 10 feet bsg will be held at the laboratory for potential PCB analysis, <br />if necessary. Soil samples collected at 10 feet bsg will be analyzed if PCBs are detected <br />in the 7-foot samples. Sample jars will be labeled with soil boring location, depth, time, <br />date and sampler's initials and then placed in a container with sufficient ice and <br />transported under chain-of-custody procedure to a California ELAP-certified laboratory. <br /> <br />Proposed soil boring locations are illustrated in Figure 3. <br /> <br /> <br />CONCRETE SAMPLE COLLECTION <br /> <br />Concrete samples will be collected from two locations at the subject property where <br />discolored concrete was observed during the February 2020 site meeting. One concrete <br />sample will be collected from the gas turbine package location and one sample will be <br />collected from the HRSG location. <br /> <br />Samples will be collected by utilizing a roto-hammer to remove a piece of concrete from <br />each concrete pad location. Concrete will be placed into sample jars, labeled with
The URL can be used to link to this page
Your browser does not support the video tag.