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SU0000876 SSNL
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SU0000876 SSNL
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Last modified
5/7/2020 11:28:06 AM
Creation date
9/9/2019 10:17:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000876
PE
2622
FACILITY_NAME
MS-92-35
STREET_NUMBER
9126
Direction
E
STREET_NAME
SOUTHLAND
STREET_TYPE
RD
City
MANTECA
Zip
95336
ENTERED_DATE
10/5/2001 12:00:00 AM
SITE_LOCATION
9126 E SOUTHLAND RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SOUTHLAND\9126\MS-92-35\SU0000876\SS STDY.PDF
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EHD - Public
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File No. 20-3554-01 k%J KEEINFEEDER <br /> January 22 , 1992 <br /> During our residence surveys on August 13 , 1991, we were <br /> able to measure groundwater in four wells. The groundwater <br /> was measured at approximately 31 feet below existing ground <br /> surface at the three locations on the north side of the <br /> site and at approximately 28 feet at the one location south <br /> of the site. This difference appeared to be due to the <br /> elevation change between the north and south ends of the <br /> site. The regional groundwater depth map, Plate II, <br /> published by the San Joaquin County Flood Control and Water <br /> Conservation District, indicates the depth to groundwater <br /> in this area was approximately 35 feet in Spring 1991. We <br /> note that the map for Fall 1990, used in our referenced <br /> report, indicated groundwater was approximately 30 to 35 <br /> feet deep. <br /> Based on County requirements for a small project such as <br /> this, we are not required to establish an on-site <br /> groundwater gradient by drilling test borings. We are <br /> providing a general estimate of the groundwater gradient <br /> based on the published map. Based on the groundwater map, <br /> Plate III , showing lines of equal elevation of groundwater, <br /> we conclude that the main groundwater gradient is in <br /> roughly the north to northwest direction, which is the same <br /> direction indicated in our referenced report. <br /> ITEM C-5• <br /> "Other information as required by the San Joaquin Local Health <br /> District to determine the cumulative effect of the existing and the <br /> proposed development on groundwater contamination; " <br /> Our scope of services did not include a detailed evaluation <br /> of the potential for the septic systems to affect the <br /> quality of groundwater. However, the project involves only <br /> four septic systems on an approximate 9-acre site. <br /> Therefore, with groundwater at approximately 28 to 31 feet <br /> deep in August 1991 and possibly deeper at this time, the <br /> likelihood of a significant change in the nitrate level of <br /> the groundwater beneath the site is very remote. If <br /> additional , more-concentrated development is planned in the <br /> area, we suggest that consideration be given to completing <br /> a nitrate loading study. <br /> As requested by San Joaquin County Environmental Health <br /> personnel, we collected a water sample in August 1991 from <br /> the well located on the adjacent Scott/Johnson property. <br /> The sample was delivered to FGL Environmental laboratory in <br /> Stockton for DBCP testing. A copy of the test results is <br /> included with this report. <br /> Copyright 1992 Kleinfelder, Inc. Page 3 of 4 <br />
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