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SU0012635
Environmental Health - Public
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QX-91-0006
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SU0012635
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Last modified
11/14/2019 1:15:54 PM
Creation date
11/14/2019 1:08:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0012635
PE
2605
FACILITY_NAME
QX-91-0006
STREET_NUMBER
8000
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236-
ENTERED_DATE
11/14/2019 12:00:00 AM
SITE_LOCATION
8000 N WAVERLY RD
QC Status
Approved
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EHD - Public
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Disposal: <br /> Periodically, the clays and fine silts are removed from the <br /> settling ponds and stockpiled on site for drying. The dry <br /> material is used for short-term (preliminary) reclamation <br /> purposes, including leveling, construction of retaining berms, <br /> and slope revegetation. <br /> The stockpile storage area is used for storage of topsoil, <br /> storage of overburden, and storage of clays and fine silts <br /> removed from the process ponds. Location of the stockpile <br /> storage area is illustrated on the Site Plan Map. <br /> 19 . Estimate quantity (gallons per day) and quality of water <br /> required by the proposed operation, specifying proposed <br /> sources of this water; method of its conveyance to the site; <br /> quantity and quality of used and/or surplus water; and <br /> disposal of used and/or surplus water: <br /> Water for the E1 Rancho Rock and Sand, Inc. , Ouarry operation <br /> is obtained from an on-site water well. The quarry operates on <br /> a zero-discharge process-water recycling system. A complex of <br /> 3 recycling/settling ponds and 3 water storage ponds allows <br /> the recycling and reuse of the process water. None is <br /> discharged or released. <br /> The processing of the raw materials requires approximately <br /> 3600 qpm of water. Of this total, 2800 qpm is recycled water <br /> from the recycling ponds, and 800 qpm is "make-up" water <br /> provided from the cn-site well. An anticipated 3800 gpm of. <br /> water (a total increase of 200 qpm) will be required for <br /> processing once all proposed and projected plant upgrades are <br /> complete. <br /> The 6 man-made water storage ponds located on the northerly <br /> portion of the site are illustrated in Figure 7, the Water Use <br /> Flow Diagram. Approximate pond dimensions are as follows: <br /> Pond A 250 ' x 1000 ' x 10 ' depth <br /> Pond B 300 ' x 450 ' x 10 ' depth <br /> Pond C 200 ' x 600 ' x 10 ' depth <br /> Pond 4 100 ' x 500 ' x 10 ' depth <br /> Pond 5 150 ' x 300 ' x 10 ' depth <br /> Pond 6 100 ' x 200 ' x 10 ' depth <br /> Ponds A B and C are settling and recycling ponds. Ponds 4, <br /> 5 and 6 are non-recirculating, and are used for water storage, <br /> storage of rain overflow and refilling of Dust Suppression <br /> Trucks. <br /> Conveyance: <br /> Using water from Recycling Pond A, Pump #1 provides a total of <br /> 8 <br /> *iAlil� <br /> CONDOR <br />
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