My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
4040
>
2900 - Site Mitigation Program
>
PR0545496
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2020 3:26:09 PM
Creation date
3/24/2020 3:13:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
272
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
purge volume. <br /> (1) Assess the vertical distribution of contaminants in the vapor phase within <br /> the unsaturated zone; 1. Clean,dry tubing should be used at all times. If any moisture,water,or an <br /> (2) Identify migration pathways at depth along which contaminants may have unknown material is present in the probe prior to insertion,decontaminate or <br /> migrated from sources;and replace the tubing. <br /> (3) Serve as discrete monitoring points to evaluate the efficiency of a <br /> cleanup action. 2. The bottom-end of the tubing should be attached to an appropriate vapor <br /> probe tip. The probe tip design should allow for optimum air flow and prevent <br /> Vertical profiling depends on DQOs and the CSM. Vertical profiling may may air flow restriction. Ensure the connection between the tubing and the vapor <br /> not be appropriate at any given site. Describe the rationale for vertical profiling in probe tip is air-tight to prevent leakage. <br /> the workplan for regulatory review prior to commencement of field work. Vertical <br /> profiling is appropriate for any of the following locations: 3. Metal tubes should not be used for collection of hydrogen sulfide samples. <br /> Nylaflowo,polyetheretherketone(PEEK),and Teflon®are recommended for <br /> • Sites identified with subsurface structures such as USTs,sumps,clarifiers, use in the soil vapor sampling train. Use of low-density polyethylene(L-D PE) <br /> waste or chemical management units is discouraged due to decreased performance relative to other tubing types in <br /> • Sites with subsurface sources such as oil fields,artificial fill,or buried both introduction of background analytes and sample recovery. Reduced <br /> animal waste recovery of naphthalene was reported when using Nylaflows tubing with <br /> • Sites with heterogeneous lithology small sample sizes(see Appendix B). <br /> • Sites with contaminated groundwater <br /> • Areas with significantly elevated VOC concentrations detected during <br /> previous sampling Soil Vapor Well Installation <br /> • Areas where elevated field instrument readings are encountered from soil <br /> matrix cuttings,cores or samples Vapor well installation procedures are described below. The probe tip,probe and <br /> • In the annular space of groundwater monitoring wells during construction probe connectors should all have the same diameter to provide a good seal <br /> where and assessment of the vertical extent of soil gas contamination is between the formation and the sampling assembly. Seal all holes and spaces <br /> necessary. with bentonite slurry to prevent ambient air intrusion. <br /> All available information such as geologic logs and field instrument readings from Installation Methods and Design: Soil vapor wells may be installed using a <br /> soil cuttings or cores should be used to select appropriate depths to collect soil variety of drilling methods,such as direct push methods, hollow stem auger,or <br /> gas samples:`Probes should be installed at depths with elevated vapor readings other techniques,as appropriate. Certain types of drilling methods,such as air <br /> and/or slightly above fine-grained soils. If vertical characterization to rotary and rotosonic,are not recommended because they can adversely affect <br /> groundwater is required,the deepest soil gas sample should be collected near soil gas data during and after drilling. However,for deeper soil gas wells or for <br /> the top of the capillary fringe. Soil gas probes should not be installed within or drilling in denser/coarser formations,alternate drilling methods(e.g.,air rotary <br /> below the capillary fringe. Where deeper soil gas sampling is necessary and no and rotosonic methods)may be employed with longer equilibration times prior to <br /> lithologic change or technical basis is observed,then default sampling depths of sampling. The mud rotary drilling method is not acceptable for soil gas probe <br /> 10 to 15 foot intervals may be selected for multi-depth sampling,until either emplacement under any circumstances. When additional sampling is not <br /> groundwater is encountered or VOCs are not detected. Nested vapor wells may anticipated,properly remove or decommission vapor wells with concurrence from <br /> be installed in the annular space of groundwater monitoring wells to serve as a the regulatory agency and in accordance with State and local requirements. <br /> dual-purpose well if both vapor and groundwater monitoring are required. <br /> A. Place the probe tip midway in the sand pack,as shown on <br /> Sampling Tubing Figure 1. The sand pack should be a minimum of one(1)foot thick. <br /> Install the sand pack to minimize disruption of airflow to the sampling tip. <br /> Small diameter(1/8 to 1/4 inch)sampling tubes made of material,which will not <br /> react or interact with site contaminants should be used. Use small-diameter B. Emplace at least one(1)foot of dry granular bentonite on top of each sand <br /> continuous tubing attached from the vapor probe to the ground surface to minimize pack,as shown on Figure 1. Following the dry bentonite,grout the borehole <br /> to the surface with hydrated bentonite. The purpose of the dry granular <br /> 3/3/2010 -19- 3/3/2010 -20- <br />
The URL can be used to link to this page
Your browser does not support the video tag.