My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
1815
>
2900 - Site Mitigation Program
>
PR0518241
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/23/2020 3:45:44 PM
Creation date
3/23/2020 3:38:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0518241
PE
2960
FACILITY_ID
FA0013775
FACILITY_NAME
SILGAN CONTAINERS MFG CORP
STREET_NUMBER
1815
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16330006
CURRENT_STATUS
01
SITE_LOCATION
1815 NAVY DR
P_LOCATION
01
P_DISTRICT
001
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.
/
135
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
SUMMARY OF INVESTIGATIVE WORK TO DATE <br /> An initial soil and water survey was conducted by <br /> California Geological , Inc. for the Carnation Can Company site <br /> located at 1815 Navy Drive in Stockton, California. <br /> Three soil borings were made utilizing a hollow-stem auger <br /> with a modified California Split Spoon Sampler . Laboratory <br /> samples were collected at three foot intervals. All samples <br /> were sealed and refrigerated prior to transportation to the <br /> laboratory for analysis. Gravel located between two and three <br /> feet precluded the possibility of sampling with the split spoon <br /> sampler within this interval . <br /> Borings were sealed using a bentonite slurry, installed <br /> from the bottom up under the direct supervision of the San <br /> Joaquin Local Health District (SJLHD) . At the conclusion of <br /> the initial investigation, the borings were capped with <br /> concrete and numbered. <br /> All cuttings from the drilling operation were contained in <br /> sealed,labeled 55 gallon drums which remain on the site. <br /> Three wells were drilled to sample the ground water and <br /> determine the hydraulic gradient. All three wells are of <br /> identical construction (see monitoring well construction <br /> diagram) but, the two southernmost wells have been labeled <br /> piezometers as this is their primary function. Depth of each <br /> of the wells was 35 feet. Perforated casing was installed with <br /> the slotted_ interval between 20 and 35 feet and sand packed to <br /> within 16 feet of the surface. A bentonite slurry was used to <br /> cap the wells and was supervised by the SJLHD. Locking caps <br /> and water tight, traffic resistant boxes were then placed on <br /> the wells. <br /> Prior to sampling , all three wells were developed by <br /> bailing 110 gallons of water from each. Bailed water was <br /> collected in 55 gallon drums which are labeled and remain on <br /> the site . Following development, each well was sampled using a <br /> PTFE bailer which had been steam cleaned immediately preceding <br /> sample collection. <br /> A preliminary investigation of nearby pumping wells has <br /> determined that no wells exist within a 2000 feet radius of the <br /> site. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.