My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PERSHING
>
1201
>
3500 - Local Oversight Program
>
PR0543393
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/5/2018 8:47:03 AM
Creation date
11/5/2018 8:27:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0543393
PE
3528
FACILITY_ID
FA0006246
FACILITY_NAME
CITY OF STOCKTON/VICTORY PARK*
STREET_NUMBER
1201
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13515001
CURRENT_STATUS
02
SITE_LOCATION
1201 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
49
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
:p <br /> City of Stockton TL# 394-0192-01 <br /> September 16, 1994 Page 12 <br /> i <br /> �1 <br /> measured using an electronic water sensing meter with a precision <br /> accuracy of + 0.01 feet: The depth to wager in each well at a site <br /> will be measured in a single day. Measurements will be recorded on <br /> the daily field log. <br /> If floating hydrocarbons are suspected, ] a bottom-filling clear <br /> bailer or hydrocarbon detecting paste bailer may be used to record <br /> floating hydrocarbon thickness. The bailer will be lowered to a <br /> point just below the liquid level, retrieved, and observed for <br /> floating hydrocarbon. <br /> ' Groundwater elevations will be calculated by subtracting measured <br /> J <br /> water depths from surveyed casing rim (measuring point) elevations. <br /> The direction of groundwater flow and gradient will be calculated <br /> using the groundwater elevation data. V <br /> A-5 Decontamination: Decontamination procedures will be <br /> implemented to reduce the potential for cross-contamination between <br /> soil borings. <br /> Before, during, and following drilling operations, the augers and <br /> associated drilling and sampling equipment ;� will be thoroughly <br /> cleaned using a high pressure hot water '(steam) washer. The hot <br /> water washer has a pressure of approximately 1, 200 pounds per <br /> square inch and a water temperature of approximately 100 degrees . <br /> Centigrade ( °C) . The sampler and brass sleeves will be washed in <br /> a AlconoxO detergent solution, rinsed with clean tap water, and <br /> air-dried prior to initial use and between each sampling event. <br /> The augers will be steam cleaned prior to the drilling of each soil <br /> boring. <br /> �3I <br /> Prior to construction of monitoring wells, all casings will be <br /> cleaned in the same manner as the drilling equipment. <br /> A-6 Sample Handling and Chain-of-Custody: Records will be <br /> developed for soil and groundwater samples <br /> including: sampling <br /> date, sample type, location, depth, job number, name of sampling <br /> personnel, and method of preservation. Each sample container will <br /> be labelled immediately following collection in the field. Chain- <br /> of-custody protocol, described in United States Environmental <br /> Protection Agency (U.S. EPA) , 1986, Test Methods for Evaluating <br /> Solid Waste, SW-846, 3rd edition, will be followed. Samples will <br /> be placed in an ice chest and maintained at approximately 4°C until <br /> they are delivered to the laboratory. Tlie temperature within the <br /> ice chest will be monitored and recorded during the course of <br /> transport and delivery. Samples will, be accompanied by proper <br /> chain-of-custody documentation. Upon arrival at the laboratory, <br /> the samples will be preserved for analysis infaccordance with U.S. <br /> EPA and state of California requirements�t <br /> i <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.