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SU0005871
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SU0005871
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Last modified
8/5/2026 3:12:15 PM
Creation date
10/27/2025 3:44:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
File Section
RECORDED DOCUMENTS
RECORD_ID
SU0005871
STREET_NUMBER
34443
Direction
S
STREET_NAME
BIRD
STREET_TYPE
RD
APN
25328002
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
34443 S BIRD RD
Tags
EHD - Public
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2024 ANNUAL GROUNDWATER MONITORING REPORT <br /> TEICHERT AGGREGATES AND GRANITE CONSTRUCTION <br /> VERNALIS AREA <br /> and have been very stable over the period of record.'The EC at Brown's#1 was more variable from <br /> 1994 until 2005 (when it was vandalized), and the EC at its replacement well (Granite#3;sampling <br /> commenced in 2006)was higher, but similarly variable3 prior to the well being replaced in 2019 with <br /> Granite#5. EC in Granite#5 ranged from 861 to 982 VS/cm since 2019,consistent with previous Granite <br /> #3 measurements. In fall 2022, Granite#5 could not be sampled because its pump had been removed. <br /> Therefore, Granite#4 was sampled as a replacement.The EC in Granite#4 was 914 VS/cm. Granite#4 <br /> was sampled again in fall 2023 because Granite#5 was not pumping on the day samples were retrieved. <br /> Groundwater samples were collected from Granite#5 for the entirety of the 2024 monitoring year. <br /> Groundwater quality data for 2024 are summarized in Table 3 and the complete water quality record is <br /> provided in Table 4. Laboratory reports and field notes are provided in Attachment 3. <br /> Time series plots of major cation concentrations (sodium,calcium,and magnesium) and anion <br /> concentrations(bicarbonate,chloride, and sulfate) prepared for the individual wells are consistent with <br /> the EC measurements and reflect stable hydrochemical groundwater conditions(Figures 16 to 25). <br /> Concentrations of major cations and anions were averaged over the period of record and plotted in <br /> milliequivalents per liter(meq/L) in a Schoeller Diagram (Figure 26). Calcium and sodium are the most <br /> prevalent cations in groundwater in both the shallow and deep zones. In the shallow zone(Hall and <br /> Faulkner wells), bicarbonate is the most prevalent anion,followed by chloride. Bicarbonate is also the <br /> most prevalent anion in the South Tracy#3 well, but it is closely followed by sulfate. Bicarbonate and <br /> sulfate are the most prevalent anions in the Brown's New well.Sulfate is the most prevalent anion at <br /> Granite#5 well,followed by bicarbonate.Shallow groundwater has greater chloride concentrations than <br /> deep groundwater and its hydrochemical facies is of Ca-Na/HCO3-CI (Faulkner)and Na-Ca/HCO3-CI (Hall) <br /> type. Deep groundwater has greater sulfate concentrations than shallow groundwater. South Tracy#3 <br /> and Brown's New well hydrochemical facies is of Ca-Na/HCO3-SO4 type. Groundwater retrieved from <br /> Granite#5 has proportionally more sulfate and is of Ca-Na/SO4-HCO3 type. <br /> Nitrate (as nitrate) concentrations in shallow groundwater samples retrieved from the Hall well <br /> increased from about 15 to 30 milligrams per liter(mg/L) between 1994 and 1996, decreased to about <br /> 20 mg/L in 1999, and remained relatively stable around 20 mg/L until between 2010 and 2013 when <br /> concentrations further decreased to 11.1 mg/L(Figure 27). Nitrate concentrations in the Faulkner well <br /> exhibit similar trends with an overall decline from 36 to 7.1 mg/L(1994-2013). Both the Hall and the <br /> Faulkner wells experienced concentration increases to 34.2 and 28.1 mg/L, respectively, in November <br /> 2014. From November 2014 to May 2017, concentrations fluctuated up to 16 mg/L. Since then, <br /> concentrations have declined to concentrations lower or similar to the mid-2000's (around 10 mg/L). <br /> z The atypical electrical conductivity and associated elevated calcium,chloride,iron,and manganese concentrations in <br /> November 2017 are attributed to the rehabilitation work performed on this well in fall 2017,which included strong acid <br /> treatment. <br /> 3 In August 2009,a sample was retrieved from Granite#4 in lieu of Granite#3,where a sample could not be retrieved at the <br /> time. <br /> LUHDORFF&SCALMANINI <br /> CONSULTING ENGINEERS 8 <br />
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