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SU0006059 SSNL
Environmental Health - Public
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PA-0600207
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SU0006059 SSNL
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Last modified
5/7/2020 11:32:04 AM
Creation date
9/9/2019 10:54:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006059
PE
2627
FACILITY_NAME
PA-0600207
STREET_NUMBER
12100
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24014024
ENTERED_DATE
5/23/2006 12:00:00 AM
SITE_LOCATION
12100 W VALPICO RD
RECEIVED_DATE
5/23/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\V\VALPICO\12100\PA-0600207\SU0006059\NL STDY.PDF
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EHD - Public
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A U.S. Geological Lithology Map is found in Appendix 4, which illustrates the Geology under the <br /> region of the property. As depicted in the cross-section, there is alluvium down to approximately <br /> -50 ft MSL. Below this alluvium is the Tulare Formation (QTt) consisting of unconsolidated and <br /> semiconsolidated deposits with gravel interbedded with transitional deposits and sediments. The <br /> Corcoran Clay Formation is found approximately-150 ft and-200 ft MSL. This is approximately <br /> 260 feet below ground surface. However,the Corcoran Clay has been encountered at shallower <br /> depths during the drilling of surrounding water wells. <br /> Groundwater Chemis <br /> The groan t e ne beast corner of proposed disposal area was sampled and <br /> tested un er EHD Permit SR34917 a the time of a deep boring. stainless steel bailer was <br /> lowered in rxi aug after the static wa easurement to obtain a water <br /> sample. After removal of the auger and subsequent collapse of the boring, a hydrated bentonite <br /> plug was placed on top of the collapsed mate ' , cted by EHD Sanitarian Justin Hess. As <br /> noted on the Water Analysis Report four m Appendix 9nalytes tested for include Nitrate (as <br /> NO3), Total Dissolved Solids (TDS),pH and TotTA miry. The following chart summarizes <br /> the test results: <br /> TABLE 5 <br /> UNDERLYING GROUNDWATER ANALYSIS <br /> ANALYTE LE UND MAXIMUM CONTAMINANT LEVEL (MCL) <br /> Nitrate 88 m 45 mg/L <br /> Total Dissolved Solids 744 mg/L No Standard <br /> PH 7.8 Range 6.5-8.5 <br /> Total Alkalinity 293 mg/L No Standard <br /> The nitrate concentration of the water table is almost twice the MCL Drinking Water Standard. <br /> Total Dissolved Solids is approaching saline water, which is generally accepted to be 1,000 mg/L. <br /> Total alkalinity plays a significant role in nitrate formation. A concentration of 293 mg/L can be <br /> considered medium-to-high for groundwater. It is normally the domestic water supply and the <br /> alkalinity in the wastewater effluent that determines nitrification potential. Information from <br /> nearby projects on public domestic wells drawing water from aquifers deep below the Corcoran <br /> Clay Layer(-600 feet), shows Total Alkalinity to be approximately 120 to 140 mg/L. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> It is generally regarded that when precipitation exceeds evapotranspiration(Eto), deep percolation <br /> of surface rainwater impoundment may occur. Evapotranspiration refers to water evaporation that <br /> takes place both at the soil surface and transpiration by plants, and is defined as water loss from a <br /> large field of 4-to-7 inch tall, cool-season grass that is not water stressed. <br /> A number of factors determine deep percolation and ultimately groundwater recharge,primarily <br /> domestic irrigation volumes and stormwater subsurface storage. The following chart illustrates <br /> Page-9- <br /> Chesney Consulting <br />
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