My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PERSHING
>
4444
>
2900 - Site Mitigation Program
>
PR0540885
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/10/2020 9:11:17 AM
Creation date
4/10/2020 9:08:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
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.
/
51
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
SOIL SAMPLING <br /> Soil samples are collected using a 2-inch-diameter by 18- or 24-inch-long modified California <br /> split-spoon sampler containing three or four 6-inch-long brass or stainless steel liners. The sampler <br /> and liners are scrubbed in potable water and Alconox or equivalent detergent and rinsed with potable <br /> — water after use at each sampling interval. <br /> At each sample depth, the sampler is driven 18 or 24 inches ahead of the augers into undisturbed <br /> soil. When the sampler is retrieved,either the lowermost or the middle sample liner is removed and <br /> the ends of the tube are covered with Teflon tape and sealed with plastic caps. The soil-filled liner is <br /> labeled with the borehole number, sample depth, site location, date, and time. The samples are <br /> placed in zip-lock bags and stored in a cooler containing ice. <br /> _ Soil from one of the liners is removed and placed in a sealed plastic bag. The soil is scanned with an <br /> OVA equipped with a flame ionization detector (FID) or photoionization detector(PID), and the <br /> readings are noted on the soil boring logs. The soil from the remaining liner(s) is examined and <br /> classified according to the Unified Soil Classification System. <br /> Soil samples are delivered, under chain of custody, to a laboratory certified by the California <br /> .. Department of Health Services (DHS) for analyses. <br /> INJECTION POINT WELL INSTALLATION <br /> The boreholes completed as injection point wells are typically constructed by installing two nested <br /> stainless steel injection points(one point for ozone and one point for hydrogen peroxide)through the <br /> inner opening of the auger. The ozone injection well point is completed with a 1-to 3-foot length of <br /> 3/4-inch-diameter well screen/diffuser at the end of the stainless steel casing. The hydrogen peroxide <br /> injection well point is completed with a 1-foot section of%2-inch-diameter stainless steel well screen. <br /> The top of the ozone diffuser is 5 feet below the base of the hydrogen peroxide screen. The ozone <br /> diffuser is installed at the bottom of the nested injection well boring. <br /> A filter pack of clean sand of appropriate size is placed in the annular space from 1 foot below to 2 <br /> feet above the ozone diffuser. The sand is placed through the inner opening of the augers as they are <br /> slowly lifted. A bentonite seal (approximately 2 feet of bentonite pellets hydrated with water) is <br /> placed above the sand pack surrounding the ozone diffuser to prevent short-circuiting. Again a filter <br /> pack of clean sand of appropriate size is placed from 1 foot below the hydrogen peroxide well screen <br /> and to a depth of 2 feet above the top of the screen. A transitional seal is completed above the sand <br /> pack by adding 2 feet of bentonite pellets and hydrating them with water. A surface seal is then <br /> created by placing neat cement grout containing less than 5 percent bentonite from the top of the <br /> bentonite seal to just below the ground surface. <br /> The injection point well is finished at the surface with a slightly raised,traffic-rated,watertight steel <br /> traffic box set in concrete. The traffic box is secured with bolts and the casing is further secured <br /> with a locking well cap. <br /> G�SHAREUWG bgy�cMurtstProto U-bjectbn PomtWell 1wallanon d c 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.