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SU0006291
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SU0006291
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Last modified
5/7/2020 11:32:16 AM
Creation date
9/4/2019 10:37:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0006291
PE
2605
FACILITY_NAME
PA-0600277
STREET_NUMBER
26255
Direction
E
STREET_NAME
BRANDT
STREET_TYPE
RD
City
CLEMENTS
APN
02324001
ENTERED_DATE
10/3/2006 12:00:00 AM
SITE_LOCATION
26255 E BRANDT RD
RECEIVED_DATE
10/3/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BRANDT\26255\PA-0600277\SU0006291\APPL.PDF \MIGRATIONS\B\BRANDT\26255\PA-0600277\SU0006291\CDD OK.PDF \MIGRATIONS\B\BRANDT\26255\PA-0600277\SU0006291\EH COND.PDF \MIGRATIONS\B\BRANDT\26255\PA-0600277\SU0006291\CORRESPOND.PDF
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EHD - Public
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Y <br /> The aggregate plant uses approximately 2.3 million gallons of process water per <br /> day. Process water,is made up of storm water collected in the settling ponds <br /> during the rainy.season and,ground water'pumped from two 500 gpm:(rmaximum' <br /> pumping rate)production wells. The plant receives up to 4000 gprn of water from <br /> the settling ponds to remove fines (silts and-clays) fr6i r�the sand and gravel., Up <br /> to 150 gpm is pumped to the plant from the main production well to apply a.final , <br /> ' ._nnse. ' Process water from bath of these operations is-:pumped to the settling <br /> ponds: Except for,what is lost from eva oration 'this process water is recycled. <br /> p <br /> During the summer.months;' when evaporation rates are high, water levels in the <br /> ponds are augmented by pumping water from'a second production well directly <br /> into the final sektluig pond. .Typical summer supplemental water requirements are <br /> approximately 251/10 of the total process needs; or approximately 600,000 gallons <br /> per day. During the summe'i months when-both wells are operational, the average <br /> pumping rate from, both wells f combined) is -approximately 600 gpm. This <br /> pumping rate.is well below the maximum.sustained pumping rate of 1310 gpm <br /> demonstrated in the step-rate drawdown test in 1992. <br /> D. Soil Assessment: If the reclamation plan ro oses.reve etation an assessment of <br /> existing soil conditions tnay be 4ppEgLriate, <br /> Soils in the proposed Permit Area are expected to be similar to those described in <br /> the Environmental Impact Report (EIR) for the existing permit area. The soils in <br /> the existing permit area are not suitable for field crops, but they do support annual <br /> grasses for grazing. <br /> CKRC has had success in utilizing the overburden as suitable plant growth material <br /> for reclamation. After the aggregate is harvested, the overburden which had been <br /> removed prior to mining is respread to achieve reclamation on topography in <br /> accordance with the reclamation plan. KRC plans to salvage and respread the thin <br /> soils as well as the suitable overburden to form a plant growth material layer <br /> suitable to reestablish grasslands for grazing. <br /> Reclaimed areas will be revegetated naturally, which has been quite successfal in <br /> the existing permit area. When natural revegetation is unsuccessful, augmented <br /> reseeding will be done using seed mixes recommended by the U.S. Department of <br /> Agriculture(USDA)National Resources Conservation Service(NRCS). <br /> E. Vegetation and Wildlife: A discussion of existing plant and wildlife s ecies is <br /> necessM to assess pptential adverse environmental impacts. <br /> Vegetation and wildlife in the proposed Permit Area are expected to be similar to <br /> those described in the EIR for the existing permit area. The project site is located <br /> in eastern Sara Joaquin County in the lower Sierra Nevada foothills. This area is <br /> characterized by plant communities and associated wildlife that are typical of the <br /> foothill region of California. Natural and artificial biological communities in the <br /> project side include: <br /> Distribution Copy Page 4 of 14 August 2, 2006 <br />
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