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SU0004126
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SU0004126
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Entry Properties
Last modified
6/27/2024 9:08:38 AM
Creation date
9/4/2019 10:27:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004126
FACILITY_NAME
QX-91-0005
STREET_NUMBER
35656
Direction
S
STREET_NAME
BIRD
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
35656 S BIRD RD
RECEIVED_DATE
11/18/1997 12:00:00 AM
QC Status
Approved
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SJGOV\gmartinez
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FilePath
\MIGRATIONS\B\BIRD\35656\QX-91-05\SU0004126\PUB REC REL APPL.PDF
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EHD - Public
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2021 ANNUAL GROUNDWATER MONITORING REPORT <br /> TEICHERT AGGREGATES AND GRANITE CONSTRUCTION <br /> VERNALIS AREA <br /> these shallow and deep zones(see Attachment 1).The early water level record of this well (prior to <br /> 2000)shows groundwater level elevations between those observed in the discussed shallow and deep <br /> wells in the area.Similarly, seasonal fluctuations prior to 2000 appear to be a composite of observations <br /> made in the shallow and deep network wells. Specifically, seasonally high-water levels in this well rose <br /> from 72.46 to 86.58 feet(msl) between March 1994 and 1998, with seasonal fluctuations of almost 15 <br /> feet.Since then, water levels have been very similar to those observed in the shallow network wells. <br /> Contours of equal groundwater elevations prepared with data from the shallow network wells show that <br /> the general direction of groundwater flow during times of seasonally high-water levels was typically to <br /> the east-southeast and east.This includes the first monitoring event in spring 1994 with comparatively <br /> high-water levels(Figure 7)and the period of the highest historically recorded groundwater elevations <br /> in spring 1998(Figure 8).The water level elevations in spring 2000 were relatively low compared to <br /> groundwater conditions observed in previous spring seasons, however,the predominant direction of <br /> flow was also to the east-southeast(Figure 9). In spring 2002, overall groundwater elevations were very <br /> similar to the spring 2000 elevations, but the groundwater flow direction was east-northeasterly as <br /> influenced by a relatively high groundwater level in the Koster irrigation well (Figure 10). <br /> The February 2021 (Figure 11)and November 2021 (Figure 12)groundwater elevation contour maps <br /> indicate easterly groundwater flow conditions. <br /> 4.2 Groundwater Quality <br /> The electrical conductivity(EC)of samples retrieved from the shallow network wells(Hall and Faulkner <br /> domestic wells) mostly ranged between 900 and 1,000 VS/cm between 1994 and the mid-2000's when <br /> EC values started to decrease until early 2014(Figure 13).The November 2014 EC measurement in the <br /> Faulkner well was the highest on record (1,130 pS/cm); Hall increased to 1,040 VS/cm. Since late 2015, <br /> EC decreased in both the Faulkner and Hall wells to values similar to early 2014. During 2021, EC in the <br /> Hall and Faulkner domestic wells were the lowest of the period of record (771 and 701 PS/cm, <br /> respectively).The EC of samples retrieved from the deep network wells South Tracy#1,#3, and Brown's <br /> New mainly range from 800 to 900 VS/cm and have been very stable over the period of record.'The EC <br /> at Brown's#1 was more variable from 1994 until 2005 (when it was vandalized), and the EC at its <br /> replacement well (Granite#3;sampling commenced in 2006)was higher, but similarly variable prior to <br /> the well being replaced in 2019 with Granite#5. EC in Granite#5 ranged from 874 to 976 VS/cm since <br /> 2019, consistent with previous Granite#3 measurements. Groundwater quality data for 2021 are <br /> summarized in Table 3 and the complete water quality record is provided in Table 4. Laboratory reports <br /> and field notes are provided in Attachment 3. <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 6 <br />
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