My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WHISKEY SLOUGH
>
3900
>
2900 - Site Mitigation Program
>
PR0506738
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/20/2021 4:12:26 PM
Creation date
5/20/2021 3:19:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506738
PE
2960
FACILITY_ID
FA0007603
FACILITY_NAME
DEPAOLI DISPOSAL SITE
STREET_NUMBER
3900
STREET_NAME
WHISKEY SLOUGH
STREET_TYPE
RD
City
HOLT
Zip
95234
APN
13109022
CURRENT_STATUS
01
SITE_LOCATION
3900 WHISKEY SLOUGH RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\dsedra
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
95
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
GENESIS ENGINEERING&REDEVELOPMENT <br /> Drill mud cuttings overlay the native soils. The drill mud can be distinguished from the <br /> underlying native sediments by the lighter color,highly plastic and sticky character when <br /> wet, and the lack of mica. Often the contact between native soils and drill mud contains a <br /> thin layer of decomposing vegetative matter,apparently vegetation that was growing on the <br /> original ground surface that was buried by the drill mud disposal. <br /> 2.2 Hydrogeology <br /> Depth to groundwater in the shallowest water-bearing zone beneath the Site currently ranges <br /> from approximately 9 to 20 feet below the top of the well casing, or approximately 6.5 to <br /> 17.5 feet below ground surface ("bgs"). Groundwater elevations range from approximately <br /> sea level to 11 feet below mean sea level. Shallow groundwater beneath the Site appears to <br /> be unconfined. <br /> The groundwater table is shallowest adjacent to the slough on the west side of the Site, and <br /> slopes to the east. Groundwater flow beneath the Site is consistently to the east, and away <br /> from Whiskey Slough, at a relatively steep gradient ranging from approximately 0.028 to <br /> 0.033 ft/ft. Groundwater flow direction does not change between high and low tide. A <br /> downward vertical gradient has consistently been observed between piezometers P-1 and P-2 <br /> and well MW-5. <br /> Water levels in the slough show a cyclic fluctuation that indicates that the slough is directly <br /> affected by tidal fluctuations. The water level pattern observed in the slough is semi-diurnal, <br /> with two high tides and two low tides each day. Well MW-2, located adjacent to the slough, <br /> shows diurnal tidal fluctuations. Downgradient wells MW-4, MW-5, MW-6, and the <br /> piezometers show no cyclic daily fluctuations, suggesting that tidal influence from the slough <br /> does not extend to the eastern side of the Site. <br /> 2.3 Surface and Groundwater Use in the Site Vicinity <br /> Seven water-supply wells were identified in the vicinity of the Site, and an eighth well <br /> (domestic) is proposed for installation. All of the identified wells are located at least 1,000 <br /> feet from the Site. Where well use was specified on the driller's logs,the wells were listed as <br /> domestic. However, field reconnaissance indicates that some of the wells in the vicinity of <br /> the Site may be used for agricultural purposes. According to Mr. Greg Olivero of San <br /> Joaquin County Environmental Health Department("SJCEHD"), water demand in the <br /> vicinity of the Site is met by private wells and surface water. There is no public water <br /> purveyor in the vicinity. <br /> The nearest surface water body is Whiskey Slough, located adjacent to the Site on the west. <br /> However,Whiskey Slough is upgradient of the Site, and is a losing stream in the Site <br /> William DePaoli Property 2 of 7 <br /> Additional Groundwater Investigation Work Plan <br /> June 2009 <br />
The URL can be used to link to this page
Your browser does not support the video tag.