My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0043178 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
ASHLEY
>
5882
>
2600 - Land Use Program
>
SR0043178 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/3/2020 4:54:40 PM
Creation date
9/4/2019 9:56:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0043178
PE
2602
FACILITY_ID
FA0014260
FACILITY_NAME
ST MICHAEL'S WATER SYSTEM
STREET_NUMBER
5882
Direction
N
STREET_NAME
ASHLEY
STREET_TYPE
LN
City
STOCKTON
Zip
95215
APN
08718346
ENTERED_DATE
7/21/2005 12:00:00 AM
SITE_LOCATION
5882 N ASHLEY LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\ASHLEY\5882\PA-0500065\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
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
K LLEI N FFELDER <br /> F4. <br /> 4. GROUNDWATER <br /> Groundwater .was not encountered in our soil profile pit excavated for this <br /> investigation. Lines of Equal Depth to Groundwater contour maps published in <br /> groundwater reports by the San Joaquin County Flood Control and Water <br /> Conservation District (1981 to 1999) show groundwater levels in the project area <br /> ranging from about 75 to 105 feet below ground surface. Based on Lines of Equal <br /> Elevation of Groundwater contour maps, the groundwater gradient in the project area <br /> is generally from northwest to southeast. Local gradient variations may occur due to <br /> well usage. <br /> Groundwater from a well on the northern portion of the site is currently used primarily <br /> for domestic purposes. We anticipate that the predominant use of groundwater will <br /> remain the same upon completion of the proposed improvements. <br /> On June 27, 2005, samples of groundwater were obtained using clean procedures <br /> from a spigot at the head of the domestic well at the adjoining property. A permit for a <br /> pump replacement was on file with SJCEHD. However, a permit for the well <br /> installation was not encountered, and details of the well are not known to us. The <br /> water samples obtained from the well were delivered to a laboratory that same day <br /> using chain-of-custody procedures for DBCP and nitrate (N) testing. The results of the <br /> analysis indicate a nitrate (N) concentration of 1.3 mgll and that DBCP was not <br /> present in detectable amounts. This nitrate concentration is below the state drinking <br /> water standard. Copies of the test results and the chain-of-custody are attached. <br /> i <br /> There is no known well located on the subject property for the new ministry center, and <br /> groundwater is not currently used at the site. We understand that a well will be <br /> constructed to provide water to the proposed ministry center. We anticipate that the <br /> predominant use of groundwater will be for domestic and landscaping purposes. <br /> We do not know of groundwater contamination issues at the site at this time. There <br /> are no known on-site underground storage tanks or adjacent dairies. The potential <br /> exists for groundwater to be contaminated through the use of pesticides and <br /> herbicides on nearby orchards. Potential sources of nitrate to soil and groundwater <br /> include fertilizer that may be used in the area and septic usage in the project area, <br /> fit including the proposed residence. <br /> 5. SOIL PROFILE <br /> Fi <br /> The subsurface conditions at the site were explored on May 16, 2005, by drilling two <br /> borings to depths of approximately 16'/2 and 11'/2 feet below existing grade within the <br /> proposed building area, and one boring to depth of about 261/2 feet in the location of <br /> the proposed septic tank. The borings were drilled using a Simco 2400 truck-mounted <br /> 56915.G011ST05R823 August 30,2005 <br /> ©2005 Kleinfelder,Inc. Page 3 of 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.