My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005335
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MILGEO
>
850
>
3500 - Local Oversight Program
>
PR0545550
>
ARCHIVED REPORTS_XR0005335
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2020 7:24:40 PM
Creation date
3/16/2020 4:54:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005335
RECORD_ID
PR0545550
PE
3528
FACILITY_ID
FA0003973
FACILITY_NAME
SHOCKEY & SONS TRUCKING
STREET_NUMBER
850
STREET_NAME
MILGEO
STREET_TYPE
RD
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
850 MILGEO RD
P_LOCATION
05
P_DISTRICT
005
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.
/
58
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
21 February 2000 <br /> AGE-NC Project No. 95-0185 <br /> ' Page 4 of 8 <br /> 2.8. DISPOSAL OF PURGED GROUND WATER <br /> On 05 August 1999, approximately 2,000 gallons of purged ground water, collected during a <br /> ' feasibility test at the site,were collected by Delta Oilfield Services of Woodland, California for final <br /> disposal at a licenced treatment facility. A copy of the generators manifest are included <br /> in Appendix C. <br /> 1 <br /> 4.0. FINDINGS <br /> ' Ground water was inferred to have a northerly flow direction and was found to be locally impacted <br /> acted <br /> by petroleum hydrocarbons and oxygenated fuel additives.Petroleum hydrocarbon-impacted soil was <br /> detected at depths of fifteen and twenty-five feet bsg. <br /> 4.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The relative elevation of ground water in each well was calculated by subtracting the ground water <br /> I� depth from the surveyed casing elevation. Monitoring well casing elevations were surveyed relative <br /> to a MW-4, which was assigned an arbitrary elevation of 60 feet above sea level. <br /> ' During the June 1999 sampling event, the depth to ground water at the site ranged from 18.14 to <br /> 18.75 feet bsg. The relative ground water elevation at the site ranged from 41.70 to 41.78 feet. The <br /> ' ground water flow direction measured from the data collected during the sampling event was toward <br /> the southwest, at a hydraulic gradient of 0.0006. The relative ground water elevations at the site are <br /> contoured on Figure 3. <br /> Ground water at the site has a very low gradient. At such a low gradient, normal measurement error <br /> can equal or even surpass the differences between wells, and can greatly influence the inferred <br /> ground water flow direction determination. The regional ground water flow direction is generally <br /> southwest. <br /> 1 <br /> 4.2. . HYDROCARBON-IMPACTED GROUND WATER <br /> Four ground water wells on the site were sampled. Each sample was analyzed for TPH-g;TPH-d and <br />' BTEX, with analysis for MTBE, and each sample was analyzed for the suite of five fuel additives. <br /> Additionally, five grab water samples were analyzed; along with one ground water sample for <br /> . microbial activity. <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.