My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2004-03-02_REVISION - M1978056
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1978056
>
2004-03-02_REVISION - M1978056
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 2:43:04 PM
Creation date
11/21/2007 9:31:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1978056
IBM Index Class Name
Revision
Doc Date
3/2/2004
Doc Name
Cleanup Report-Diesel Fuel Leak (11/6/03 Insp)
From
Varra Companies Inc.
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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 Remediation Report and Treatment Plan <br />Vaasa Companies, Inc. <br />Durham Pit 117 <br />Greeley, Colorado <br />Sample Analysis <br />February 12, 2004 <br />Page 3 of 8 <br />Soil samples were submitted to Technology Laboratories, Inc. (Techlab) of Fort Collins, Colorado for analysis <br />to determine concentrations of benzene, toluene, ethylbenzene, xylenes (BTEX) by EPA method 8260B and <br />total petroleum hydrocazbon diesel range organics (TPH-DRO) by EPA method 8015B. Soil laboratory <br />analysis data is summazized in Table 1 and depicted on Figwe 3. Laboratory Analysis reports and chain-of- <br />custody documentation is provided in Attachment B. Review of Table 1 shows hydrocazbon concentration <br />ranges in the sidewall soil samples included benzene at <0.002 to 0.017 mg/Kg, toluene at 0.0096 to 0.0886 <br />mg/Kg, ethylbenzene at <0.002 to 0.0328, xylenes at 0.0051 to 0.112 mg/Kg and TPH-DRO at <10 to 98.8 <br />mg/Kg. No BTEX concentrations were detected in the excavation bottom samples and TPH-DRO was only <br />detected in one soil sample, sample B-2 at 15.1 mg/Kg.. <br />Review of the stockpile soil analytical data shows TPH-DRO concentrations ranging from ],854 to 6,667 <br />mg/Kg. The sample exhibiting the highest TPH-DRO concentration (SP-1) was also analyzed for BTEX. <br />Concentrations reported included benzene at 0.005 mg/Kg, toluene at 0.021 mg/Kg, no detectable <br />ethylbenzene and xylenes at 2.51 mg/Kg. <br />Data Evaluation: <br />Hydrocarbon concentrations in the confnmation soil samples were compared to the OPS Guidance Document <br />Tier 1 Risk Based Screening Levels (RBSLs). Based on the site chazacteristics, subsurface soil leachate to <br />groundwater ingestion exposure pathway is considered the most significant potential exposwe threat. Tier 1 <br />RBSL target cleanup levels for this exposure pathway aze the most stringent and include concentrations of <br />benzene at 0.26 mg/Kg, toluene at 170 mg/Kg, ethylbenzene at 200 mg/Kg and xylenes at 1,900 mg/Kg. The <br />tazget cleanup level for total petroleum hydrocarbons (TPH) is a threshold value of 500 mg/Kg. <br />Review of the confirmation soil sample analytical data documents that soil excavation activities effectively <br />removed the petroleum hydrocazbon impacted soil to concentrations below the tazget cleanup levels and the <br />vertical and horizontal extent of petroleum hydrocazbons has been defined to concentrations below the Tier I <br />RBSLs and 500 mg/Kg TPH threshold value. Groundwater was not encountered in the excavation and no <br />BTEX compounds were present in the samples obtained from the bottom of the excavation. TPH-DRO was <br />detected in one of the three bottom samples at 15.1 mglKg, which is well below the 500 mg/Kg tazget cleanup <br />level. As such, soil analytical data indicate groundwater was not affected by the release. <br />Petroleum Contaminated Soil Treatment Plan: <br />The corrective acfion plan proposed for the petroleum contaminated soil excavated from the fuel depot is on- <br />cite rnmT~t inrem Pdiatinn ieatment S.p rp ifir,atinnc ~'nr ihr nn-c+tr trratmrnt nl•rn are ac fnllnwc• ,_ _ <br />• A bioremediation treatment cell will be constructed in an inactive location within the Varra facility with <br />dimensions of approximately 100-ft x 100-ft. The cell azea will be excavated to a depth of approximately <br />12-inches. Polyethylene sheeting will be placed across the base of the azea to prevent leaching to the <br />underlying soil and covered with approximately 12-inches of compacted fill. A 12 to 18-inch containment <br />berm will be constructed azound the perimeter of the cell to prevent precipitation runoff. <br />• Soil to be treated will be blended with a 25% to 30% by volume mixtwe of cow manure and compost. <br />Blending of the material will be performed using available on-site earth moving and soil processing <br />equipment. The blended soil will be transported to the treatment cell and thin spread in 12 to 18-inch lifts. <br />• Soil in the treatment cell will be tilled on a weekly to bi-weekly bases. During treatment water will be <br />applied as needed to maintain moisture content above 10%. Soil pH will be monitored periodically. To <br />
The URL can be used to link to this page
Your browser does not support the video tag.