My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0013098
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOUISE
>
365
>
3500 - Local Oversight Program
>
PR0545431
>
ARCHIVED REPORTS_XR0013098
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2020 3:54:27 PM
Creation date
3/9/2020 1:04:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013098
RECORD_ID
PR0545431
PE
3528
FACILITY_ID
FA0005191
FACILITY_NAME
FULLER MOBILE HOME PARK
STREET_NUMBER
365
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19627022
CURRENT_STATUS
02
SITE_LOCATION
365 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
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.
/
42
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
Fuller Mobile Home Park <br /> 363 E. Louise Ave-, Lathrop, California January 28, 1998 <br /> Eastern Soil Contaminatin Boundary and Confirmation Work Plan Page: 2 <br /> ND (None Detected), but the groundwater sample had BTEX contamination. B-6 was <br /> ND for both soil and water. Monitoring well MW-4 was installed in the sidewalk of <br /> Bizzibe Street in the apparent down-gradient direction. Laboratory soil samples were <br /> obtained at five, ten and twenty-five feet below ground level (Tables 1 & 2). <br /> On December 21, 1994, after receiving the analytical results from the previous borings, <br /> WHF drilled and installed three monitoring wells, MW-5, 6 and 7. Each was 25 feet deep <br /> and soil samples were taken at five and ten feet. All soil samples tested "ND" (Table 1). <br /> Monthly depth to water readings are being recorded and the groundwater gradient <br /> calculated for each month. The past gradients have been irregular, probably due to the <br /> fact that the gradient is extremely flat and the lithology is probably affecting stabilization <br /> of the minor fluctuations across the site (Appendix A). <br /> 3.0 Scope of Work <br /> Eastern Boundary Confirmation <br /> A single slant hand auger boring will be accomplished at the east boundary ry ofth <br /> e <br /> property in the area of the former UST location. The boring will be advanced on a <br /> 30° angle to accomplish a vertical depth of 15.0 below grade level (bgl). Soil <br /> samples will be collected every five (5) foot for laboratory analysis. Since this is a <br /> sampling exercise, no boring logs will be completed. The site has already been <br /> well characterized geologically (Figure 3). <br /> Confirmation Borings <br /> Four (4) hand auger borings will be completed in the formerly explored areas <br /> around borings B-1, B-2, B-3 and B-4 as shown on Figure 3 of this Work Plan. <br /> The hand borings will be advanced to -12.5 bgl of the former surface grade. This <br /> is due to the construction of a storm retention pond in 1993. Again no boring log <br /> will be completed as this is a confirmation exercise to identify petroleum <br /> hydrocarbon contamination remaining around the previously investigated area. A <br /> single soil sample will be collected at the termination of each hand boring. <br /> 3.1 Drilling <br /> The soil borings will be accomplished using a hand auger to accomplish the <br /> shallow sampling borings. <br /> All drilling equipment will be thoroughly cleaned before drilling begins, to prevent <br /> { the introduction of contamination from off site, and between borings to prevent <br /> L cross contamination. <br />
The URL can be used to link to this page
Your browser does not support the video tag.