My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
THORNTON
>
26056
>
2900 - Site Mitigation Program
>
PR0545730
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/13/2021 3:30:30 PM
Creation date
4/13/2021 3:20:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
96
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
Smith Environmental Technologies Corporation <br />Quality Assurance/Quality Control Plan <br />Revised February 1995 <br />Product thickness is calculated by subtracting the depth to product from the depth to water. In <br />addition, water elevations are adjusted for the presence of fuel with the following calculation: <br />(Product Thickness) ( 8) + (Water Elevation) = Corrected Water Elevation <br />NOTE: The factor of 0.8 accounts for the density difference between water and petroleum <br />hydrocarbons. <br />Newly installed wells will be allowed to stabilize for 24 hours after development prior to free product <br />inspection. <br />An acrylic Surface Sampler will be used for visual inspection of the groundwater in order to note <br />sheens (difficult to detect with the Interface Probe), odors, microbial action and sediments. The <br />sampler is cahbrated in inches and centimeters for visual inspection of product thickness. <br />To reduce the potential for cross contamination between wells, the monitorings will take place in order <br />from the least to most contaminated, if known. Wells containing free product will be monitored last. <br />Between each well monitoring the equipment will be decontaminated. <br />Water level data collected from the wells will be used to develop a groundwater contour map for the <br />project site. Groundwater flow will be estimated to be perpendicular to equipotential lines drawn on <br />the map. <br />m:\...\shc1ls\QAQC-95.WP5 <br />8 <br />SMiH <br />
The URL can be used to link to this page
Your browser does not support the video tag.