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SU0002224 SSNL
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UP-96-02
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SU0002224 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:07 AM
Creation date
9/6/2019 10:11:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002224
PE
2626
FACILITY_NAME
UP-96-02
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21204002
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\NL STDY.PDF
Tags
EHD - Public
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_ approximately five feet below grade. This saturated (phreatic)zone, is composed of fine grained <br /> material, with little coarse grained, sand-like material. Static groundwater levels have been <br /> measured at various locations under the subject property from approximately two feet in the summer <br /> (See Curtis Groundwater Determination Report),to approximately five feet below grade. This static <br /> water level can be considered the fust unconfined aquifer water, and it has been documented that <br /> groundwater is at a high elevation all year. <br /> The classification of subsurface water with respect to the encountered soil horizons are as follows: <br /> The soil water(vadose) zone lies between the surface and four feet below grade; the true capillary <br /> fringe is at approximately four to five feet below grade; and phreatic water (groundwater) is below <br /> five feet. <br /> Three boreholes were drilled on January 22, 1998 to measure current static water levels and <br /> determine groundwater directional flow. As illustrated on the attached schematic map, the upper <br /> groundwater is flowing toward the north. The following table represents each borehole surface <br /> elevation as surveyed (mean sea level) and static water level measurement: <br /> BORING No. GROUND ELEVATION WATER LEVEL MEASUREMENT GROUNDWATER ELEVATION <br /> 1 5.65 ft 4.5 ft 1.15 It <br /> 2 6.76 ft 5.2 ft 1.56 ft <br /> 3 7.85 ft 5.15 ft 2.70 ft <br /> To assess the current quality of groundwater under the project site, a sample was taken from the top <br /> of the upper groundwater (Boring No. 1) and from a domestic well adjacent to the project site, at <br /> 21102 South Lammers Road. The analyses (See Appendix), indicate relatively low impact from <br /> nitrate contamination. Other constituents analyzed for, along with comments are as follows: <br /> TOTAL DISSOLVED SOLIDS(TDs): A measure of dissolved material upon evaporation, specifically <br /> the salt content of water. 1000 mg/lis the MCL. <br /> TOTAL KJELDAHL NITROGEN(ncN): Quantification of the organic and ammonia fraction of nitrogen. <br /> Assesses the potential for nitrate formation. <br /> pH: Measures the hydrogen concentration and is important in the formation of nitrate. If the pH is <br /> below 7.0, the ammonium ion predominates and nitrate formation can readily take place. Above <br /> 7.0 and ammonia predominates and inhibits nitrate formation. <br /> 4 <br /> Naffey Aq P�searck <br />
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