My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085478 (2)
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HUMPHREY
>
1200
>
2900 - Site Mitigation Program
>
SR0085478 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/18/2022 11:51:04 AM
Creation date
10/18/2022 11:41:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0085478
PE
2903
FACILITY_ID
FA0025030
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
1200
Direction
W
STREET_NAME
HUMPHREY
City
STOCKTON
Zip
95203
APN
16203007
ENTERED_DATE
6/30/2022 12:00:00 AM
SITE_LOCATION
1200 W HUMPHREY
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\tsok
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.
/
282
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
Geosyntec'� <br /> consultants <br /> Identification of each sampling location was guided by the GPS. The coordinates were <br /> recorded in latitude and longitude in decimal degrees, to five decimal places. Positions <br /> are relative to the California State Plane III Coordinates,North; North American Datum <br /> 1983. Drilling locations were marked with white paint. <br /> 3.2.2 Utility Clearance <br /> Geosyntec marked drilling locations with white paint. Geosyntec will contact <br /> Underground Service Alert of Northern California a minimum of 48 hours prior to <br /> beginning intrusive subsurface activities. Geosyntec contracted with a private utility <br /> locator to perform a geophysical survey near each proposed boring location to identify <br /> and mark utilities,pipelines, or other subsurface obstructions that may be present. <br /> 3.2.3 Drilling and Logging <br /> The proposed soil sampling locations will be drilled by the drilling contractor to an <br /> approximate depth of 4 feet bgs to ensure clearance of underground utilities. An <br /> undisturbed core sample will be then collected at target sampling depth in a 6-inch-long <br /> brass or stainless-steel tube using a hand-auger equipped with a slide hammer. A <br /> split-spoon sampler will be fitted with brass or stainless-steel tubes and the sampler will <br /> be driven into the soil using a slide hammer. The sampler will be retrieved and the <br /> undisturbed brass or stainless-steel tubes exposed. <br /> A new brass or stainless-steel sleeve will be used for each sampling station. <br /> The following steps will be conducted for each soil boring: <br /> • Samples will be photographed, with respective boring identification and sample <br /> location markers visible in the photographs. <br /> • Soil cuttings and soil cores will be visually logged by Geosyntec field personnel <br /> under the direction of a California-licensed geologist for classification of soil type <br /> using the Unified Soil Classification System (USCS) as guidance and field <br /> screened for volatile organic compounds(VOCs)using a photoionization detector <br /> (PID). <br /> • The following information, at a minimum, will be logged by the field geologist: <br /> o Sample depth; <br /> 20190122- FINAL UST Data Gap Work Plan 7 22.01.2019 <br />
The URL can be used to link to this page
Your browser does not support the video tag.