My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WELTY
>
35500
>
2900 - Site Mitigation Program
>
PR0508043
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/27/2021 2:02:02 AM
Creation date
5/24/2021 4:13:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
Scanner
SJGOV\dsedra
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.
/
2959
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
CJeD(ogicaCTechnics Inc. Page 5 <br /> Hunter Container <br /> Report-Soil and Groundwater Investigation <br /> Project No.397.2 <br /> October 25, 1996 <br /> The OVM is a field portable photo ionization detector that uses a 10.0 eV lamp to detect <br /> compounds with ionization potential below 10.0 eV (hydrocarbon range). <br /> 1.3 Monitoring Well Installation <br /> .1 <br /> One of the borings were advanced into the saturated zone and a groundwater monitoring well <br /> was installed. We propose to continuously sample this boring and retain cores for future <br /> evaluation. <br /> The monitoring well was constructed using 2.0 inch diameter schedule 40 PVC casing with <br /> j flush threads. The screened interval will extend from five feet above the water table to 10 <br /> feet below the water table. Groundwater is expected to be located between 10-30 feet below <br /> grade. If a significant clay unit is encountered while drilling the well boring, the well may be <br /> seated no greater than three feet into that fine grained unit. A #3 sand filter pack will <br /> surround and extend two feet above the 0.020" screened interval. Before installing the <br /> bentonite seal the well was surged using a clean surge block to achieve maximum filter pack <br /> density. A granular bentonite transition seal was installed above the sand filter pack and <br /> hydrated with clean tap water. A surface seal was achieved by pumping a neat cement grout <br /> (augmented with < 4% bentonite) through the augers as they are withdrawn to ensure that an <br /> integral grout seal is achieved. The well was secured with a locking watertight cap encased <br /> J in flush mounted traffic rated well box or above grade monument which ever is appropriate. <br /> J After the well sealing materials have set (>24 hours) the well was developed (using <br /> mechanical surging and pumping methods) until a clear stream of water is obtained. The <br /> well was purged and groundwater samples collected after well development. All <br /> development and purge water was containerized in 55 gallon DOT approved containers and <br /> lstored on site until their disposition can be arranged. <br /> 1.4 Groundwater Sampling Procedure <br /> i <br /> The following is a procedure for the sampling of groundwater from the well: <br /> Before sampling is attempted the well was sounded for depth to water and then a clear <br /> disposable bailer was used to determine if floating product is present. The well was purged <br /> j of at least three well volumes of stagnant water using either a submersible pump or a stainless <br /> steel bailer. Purging will continue until the temperature, conductivity, and pH of the <br /> groundwater has stabilized (<10% variation between three readings) indicating that formation <br /> water representative of aquifer conditions is entering the well. These water quality <br /> parameters are measured at intervals of each well volume purged. <br /> A stainless steel or disposable plastic bailer was used to collect each sample. Care was taken <br /> to minimize sample agitation from the initial filling of the bailer to the transfer of the sample <br /> to the VOA vial and glass amber liter bottles. Once the sample container is filled and <br /> capped, the bottle was inverted, tapped, and checked for head space bubbles. The sample <br /> container is identified and labeled with a unique designation, inserted into foam holders and <br /> placed in an ice chest cooled to 4°C for transport to the laboratory. <br /> All non disposable sampling equipment is decontaminated using a steam cleaner before and <br /> between uses. The effectiveness of the decontamination procedure is ensured by using the <br /> following quality control measures: <br />
The URL can be used to link to this page
Your browser does not support the video tag.