My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003771
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAZELTON
>
375
>
2900 - Site Mitigation Program
>
PR0540905
>
ARCHIVED REPORTS_XR0003771
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 10:06:44 AM
Creation date
2/3/2020 9:11:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003771
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON 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.
/
159
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
15 February 2000 <br /> AGE-NC Protect No 98-0448 <br /> Page 19 of 33 <br /> 8 2 1 Excavation <br /> All of the mentioned methods of ex-situ treatment require excavation of the impacted soil, which <br /> is generally an effective method for soil remediation Once excavated,the impacted soil is generally <br /> stockpiled on-site for treatment or transported off-site for disposal If soil is treated on-site and the <br /> hydrocarbon concentrations can be reduced to concentrations set by the lead agency or to non- <br /> detectable concentrations, the soil may be used to backfill the excavation If the hydrocarbon- <br /> impacted soil is disposed of off-site, material must be-imported to backfill the excavation <br /> 8 2 2 Feasibility Of Excavation <br /> IThe site is currently utilized as a lumber manufacturing business and is occupied by several <br /> warehouse building structures Theoretically, the majority of the impacted soil could be excavated <br /> from the site However, excavation of hydrocarbon-impacted soil at the site, followed by ex-situ <br /> Itreatment and/or disposal would greatly disrupt the day to day business operation at the site, <br /> furthermore, excavation of impacted-soil could necessitate demolition of at least a portion of a <br /> warehouse building structure Excavation of impacted soil to depths greater than 25 feet bsg would <br /> require specialized excavating equipment and excavating techniques Excavation of hydrocarbon- <br /> impacted soil to depths greater than 19 feet bsg (estimated depth to ground water) would require a <br /> ground water pumping system to facilitate the dewatering of the excavation Site excavation <br /> activities would also require the destruction of on-site wells, which may or may not have to be <br /> replaced at another time Other potential disadvantages of site excavation include limited site space, <br /> excessive costs for deeper excavation, excessive backfilling costs and continued liability for landfill <br /> disposal Future liability for off-site disposal can be reduced through indemnification offered by <br /> some soil recycling facilities Prior to any excavation of hydrocarbon-impacted soil at the site, it is <br /> likely that a substantial amount of"clean" soil would have to be removed for logistical reasons and <br /> either hauled off-site for disposal or hauled off-site for storage due to the limited space at the site <br /> 8 2 3 Estimated Costs For Excavation _ <br /> Once excavated, impacted soil could be treated on-site or transferred to an off-site disposal or <br /> recycling facility Replacement backfill material must be imported if off-site disposal is chosen <br /> I Based upon limited site space, it is unlikely that onsite treatment would be acceptable The cost for <br /> excavation, treatment/disposal and backfilling would likely be between $80 00 and $120 00 per <br /> cubic yard, depending upon actual hydrocarbon concentrations encountered during excavation <br /> I Additional soil remediation methods would have to be employed to remove hydrocarbons at greater <br /> depths When the data collected at the site is plotted in both plan view and cross sectional views,the <br /> apparent volume of petroleum-impacted soil beneath the site yields approximately 1,340 cubic yards <br /> Advanced GeoEnvironmental,inc- <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.