My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BEECHNUT
>
800
>
2900 - Site Mitigation Program
>
PR0518187
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2019 2:18:16 PM
Creation date
2/6/2019 2:06:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0518187
PE
2960
FACILITY_ID
FA0013750
FACILITY_NAME
CPL/RENOWN/TAOC
STREET_NUMBER
800
Direction
W
STREET_NAME
BEECHNUT
City
TRACY
Zip
95376
APN
23407004
CURRENT_STATUS
01
SITE_LOCATION
800 W BEECHNUT
P_LOCATION
03
QC Status
Approved
Scanner
WNg
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.
/
248
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
DALES & MOORE , T01 I-Ik)NAI 1 �Al I 1 1) , <br /> Renown Enterprises, Inc• <br /> October 3, 1988 <br /> Page Two <br /> 2esponse: Discussion with the chemists at our contract lab (Curtis & <br /> 'Dins) indicated that PAH's are difficult to detect in oily soil samples <br /> as were anticipated at the Renown site. We resolved that the samples would <br /> be extracted using EPA Method 3510 with a silica gel cleanup stage and <br /> analyzed using EPA Method 8100 to improve detection limits. The detection <br /> limits subsequently reported for analysis of ten soil samples from the Renown <br /> property ranged from 0.05 to 0.25 mg/kg. <br /> DHS Ooaranent: "may are rising head (slug?) tests proposed instead of <br /> pimping tests to measure the hydraulic conductivity of the shallow ground <br /> u7at- _ rv_-tc t-li n, that T,mm t°s� results would give a more precise value <br /> of the hydraulic conductivity than rising head tests." <br /> : We recognize that pumping tests generally provide a more <br /> accurate estimate of aquifer parameters including hydraulic conductivity. <br /> However, we proposed conducting rising head tests to obtain a preliminary <br /> estimate of aquifer parameters and minimize the volume of waste water <br /> produced. Rmjping tests should probably not be conduc.-ted at the site until <br /> etxx2gh data is available to estimate the volume and chemical character of <br /> water likely to be produced during pumping. <br /> DHS Cap t: "How many rounds of groundwater sampling are You <br /> anticipating? DHS believes that, at a minimum, three consecutive months of <br /> sampling should be conducted." <br /> : only one groundwater sampling round was planned for this <br /> investigation. Based on the results of that first sampling rand, water <br /> level monitoring data, and other pertinent site data, Dames & Moore may <br /> remmiend additional sampling to evaluate seasonal changes in water quality <br /> or to assess the possible offsite extent of contamination. <br /> pHs : "Doax erning the required data to coMletre a hazard ranking: <br /> be sure that references are supplied with the data and that you include data <br /> oax erning the distanoe to the nearest sensitive environment." <br /> : Sources of data will be cited in the text of our final report <br /> as appropriate. The Department of Fish and Game has been contacted regarding <br /> available data on the distance to the nearest sensitive . Z-lese <br /> findings will be presented in our final report. <br /> EHS : ,Will sieve analyses data be used to select the monitoring <br /> well screen slot size and the filter pack grain size distribution? DHS <br /> recorrends that the scram slot size and the filter pack grain size <br /> distribution be selected using the sieve analyses data for the finest grained <br /> soil in the horizon to be screened." <br />
The URL can be used to link to this page
Your browser does not support the video tag.