My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ALPINE
>
1624
>
2900 - Site Mitigation Program
>
PR0009012
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
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.
/
555
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
-2- <br /> Groundwater Assessment Plan Canmients (cont'd) <br /> Paqe # CaTment <br /> 26 Section 4.4 discusses the placement of groundwater monitoring <br /> - wells. Although it is assumed that these wells will be installed <br /> after cxmpletion of the exploratory borings, such is not explicitely <br /> stated. Some form of generalized timetable, perhaps in the form <br /> of a bar chart, should be included in either the text or appendix <br /> sections to elaborate on the timing of the various phases -of the <br /> study. <br /> 28 The first paragraph states that the intermediate wells will be <br /> screened at a depth of 100' to 110' below land surface, yet no <br /> attempt is made to define the screen intervals for the shallow and <br /> deep wells. Why is there apparently greater certainty abort the <br /> screen intervals for the intermediate wells than for the shallow <br /> and deep wells? <br /> 29 Section 4.5 should indicate the type of aquifer testing that is <br /> to be perfcmed (e.g. , slug tests, pump tests, or both). <br /> 30 Section 4.6.1 proposes to collect the first set of groundwater <br /> samples immediately following well development. Formation <br /> groundwater near the well screen is, however, significantly <br /> aerated immediately following development. As such, sampling <br /> should be delayed until the formation returns to equilibrium <br /> (discretion of on-site geologist). <br /> 30 Section 4.6.2 proposes to use wells SMW-5 and SMW-6 for Appendix 9 <br /> monitoring purposes. During the CME on December 6-7, 1988, however, <br /> sediment acosnulation problems were noted at well SMW-5 during <br /> purging that may be the result cf damage to the well screen or <br /> riser pipe. This situation may necessitate the construction of <br /> an additional well in close proximity to well SMW-5. <br /> The selection of well SMW-6 for Appendix 9 purposes does not <br /> appear totally justified, given that Table A-3 in Appendix A <br /> indicates that no organics data is available for this well. Well <br /> SWM-2, on the other hand, has the second highest overall organics <br /> concentrations shown on Table A-3, and is adjacent to the former <br /> dnmu ed waste storage area. As such, well SMW-2 should be <br /> included in the Appendix 9 analytical effort. <br /> 32 Section 4.8 states that a Health and Safety Plan will be prepared, <br /> but offers no submission date. As indicated previously, an <br /> approximate timetable should be provided that indicates the <br /> durations and tentative coTpletion dates of the assessment study <br /> phases. <br /> 36 The first paragraph indicates that of the 30 initial soil gas <br /> sampling locations, only one-third are in the interior of the <br /> facility. The initial focus of this study should be on defining <br /> the position of the volatile plume center and gradually expanding <br /> cut to the facility periphery. As such, additional soil gas <br /> sampling points are needed in the facility interior. <br />
The URL can be used to link to this page
Your browser does not support the video tag.