Donaldson Crossroad
Water Pollution Control Plant
The current plant has undergone numerous expansion and upgrades through
the years. The most recent completed in 1999, increased the hydraulic
capacity (the amount of wastewater it can treat) up to 1.2 million gallons
per day.
The treatment process is identical to that of the Brush Run WPCP with
the exception that we are not required to remove the TRC before discharging
the final effluent to Chartiers Creek. We are required to not exceed a
monthly chlorine residual of 1.1 mg/l, which can be achieved without the
need for de-chlorination. The digested sludge from the digesters is removed
in liquid form and transported, via tank truck, to the Brush Run WPCP
for processing. The processing includes residence time in the Brush Run
digesters prior to being processed through the belt filter press and ultimate
disposal at a sanitary landfill. This plant is monitored through a combination
of personnel and an automatic monitoring system.
This plant also performs well within the limits set in its NPDES Discharge
Permit:
Treatment Plant Performance
| Parameter |
2003 Annual
Average |
NPDES Permit
Limits |
| Flow |
0.79 MGD |
1.2 MGD |
CBOD5
(Biochemical Oxygen Demand) |
8 mg/l
(milligrams per liter)1 |
25mg/l
|
| Suspended Solids |
18 mg/l |
30 mg/l |
| Ammonia Nitrogen |
1.2 mg/l |
Summer - 9.0
mg/l
Winter -20.0 mg/l |
| TRC (Total Residual
Chlorine) |
0.5 mg/l |
0.5 mg/l |
1 One milligram per liter is equal to 1 minute
in 2 years.

This plant,is monitored through a combination of personell and automatic
monitoring system.
|