My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
515
>
2900 - Site Mitigation Program
>
PR0527799
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 2:43:14 PM
Creation date
3/4/2019 1:26:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527799
PE
2960
FACILITY_ID
FA0018844
FACILITY_NAME
TRANSMISSION STORE
STREET_NUMBER
515
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707408
CURRENT_STATUS
01
SITE_LOCATION
515 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
124
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
Ll <br />• 30 to 45 feet — Well graded and silty sand, including few gravels and varying amounts <br />of silts. Localized areas of clayey silts also noted within this layer near the southern <br />boundary of the site. <br />45 to 58 feet — Poorly graded sand consisting of dense, medium -grained particles and <br />trace sub -rounded gravels. <br />• 58 to 62 feet — Poorly to well graded sand, interspersed with discontinuous silty clay <br />and silty sand lenses. Clay and silt particles are common. <br />• 62 to 74 feet — Silt with trace gravels and few sands, interbedded with localized silty <br />sand at approximately 68 feet bgs. <br />• 74 to 80 feet — Gravelly sand and sandy silt. <br />Trace amounts of caliche, oxidized wood fragments and roots up to 0.04 inch (1 mm) diameter <br />were also noted in direct push boring DP -9 from 60 to 70 feet. <br />2.2.2 Hydrogeology <br />Groundwater at the site is included within the Eastern San Joaquin basin, a subset within the San <br />Joaquin River Hydrologic Region. Water -bearing formations of significance in the Eastern San <br />Joaquin basin consist of the Alluvium and Modesto/Riverbank Formations, the Flood Basin <br />Deposits, the Laguna Formation, and the Mehrten Formation (Department of Water Resources <br />[DWR], 2006). It is likely that the Flood Basin Deposits and the Laguna Formation are <br />represented at the site. <br />The Flood Basin Deposits formation consists of Pliocene to Recent aged fine-grained forms of <br />the Laguna, Riverbank and Modesto Formations. These sediments are generally much finer <br />grained with a higher percentage of fine sand and clays. Occasional gravel beds occur along the <br />present waterways. Groundwater in this unit occurs under unconfined and confined conditions. <br />The unit, in general, has low permeabilities and may create semi -confined to confined conditions <br />when interfingered with the Alluvium and Modesto/Riverbank Formations (DWR, 2006). <br />The Laguna Formation is Plio-Pleistocene in age and consists of discontinuous lenses of stream <br />laid sand and silt with lesser amounts of clay and gravel. There are no regionally significant <br />fine-grained intervals that could cause water pressure conditions, although the heterogeneous <br />nature of the sediments can cause local confinement. Groundwater occurs under unconfined to <br />locally semi -confined conditions (DWR, 2006). <br />Within the last five years, the depth to water has varied between 19 to 27 feet bgs in site wells <br />(IT Corporation, 2002; and Shaw 2006a, 2007). Fluctuation in water levels may be attributed to <br />not only seasonal rainfall, but also the operation of the Port of Stockton and the pumping of <br />groundwater supply wells in the Stockton vicinity. Groundwater elevations in the deeper wells <br />FS_Onsite Petroleum Hydrocarbon Remediation.doc 2-2 Shaw Environmental, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.