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Case Study for Customer Location
OR41:
Reservoir or Lake Use:
Municipal wastewater treatment system, population of 10,200.
System Overview and Reservoir:
This is a four-pond system, with 100% of the flow first going to
the primary pond, then to the secondary pond, then to the
tertiary pond, and then to a polishing pond. Cell A (the primary
pond) is 68.5 acres, 5 ft deep, 90 MG capacity, loading is about
40 lbs/acre/day, and has no grid aeration. Cells B, C, and D
(the secondary, tertiary, and polishing ponds, respectively) are
approximately 8.6 acres, 5 ft deep, 15.7 MG capacity, and have
no grid aeration. The flow rate is 1 MGD up to 2 MGD in the
summer. System has controlled periodic discharges. Total
detention time is 62 days. Most critical discharge permit limits
are 30 mg/L BOD and 45 mg/L TSS; there are no current ammonia
discharge limits.
Reported Problem Before Installation:
Main issues were sludge accumulation to the point of mounds near
the surface of the primary pond, bad odors, and meeting BOD and
TSS limits.
Installation:
Date: July 2001, installed in Cell A twelve (12) units equal to
SB2500, and in Cells B, C, and D one (1) unit equal to SB2500
into each pond. In September 2001, 24-hour electrical kits were
added to 6 units in the Cell A and to the units in Cells B, C,
and D.
Results:
Odors were greatly reduced soon after installation. The 3-foot
sludge depth in the primary pond was reduced about 40% after one
year, and around 60% after two years. All discharge limits are
now being met, with effluent BODs now around 15 mg/L, or half of
the discharge limit. Severe algal blooms and associated high pH
events are now controlled better than ever before. Spring odor
events also have been greatly reduced. The city is very happy
with the system and SolarBee customer service, and pleased that
they are one of the larger installations.
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