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Quoted directly from CRA's
"Request for Proposals":
(Highlighting
added)
“DESIGN REQUIREMENTS”
2.1.C.” Wastewater
Discharge Alternatives: Design wastewater treatment facilities to discharge
treated effluent to the following discharge alternatives.
-
Land application (i.e., Spray Irrigation or equal).
-
Subsurface disposal to groundwater system (i.e., tile bed or equal).
-
Water course discharge (i.e., Jock River).”
-
“Treated Effluent
Compliance Objectives:
Treated effluent from the wastewater treatment facility
must meet or exceed water quality compliance objectives listed below.”
“EFFLUENT COMPLIANCE OBJECTIVES
Parameter
|
Land
Application
|
Disposal
Option
Sub-Surface
|
Jock River
|
|
BOD5 (mg
/L) |
25 |
-- |
25 |
|
TSS (mg /L) |
25 |
-- |
25 |
|
TP (mg /L |
-- |
-- |
0.03 |
|
Total Nitrogen (mg
/L) |
-- |
3.0 |
-- |
|
Nitrates (mg /L) |
-- |
2.5 |
-- |
|
Organic Nitrogen (mg
/L) |
-- |
0.15 |
-- |
|
Un-ionized Ammonia
(mg /L) |
-- |
-- |
0.3 |
|
Dissolved Organic
Carbons (mg /L) |
-- |
5.0 |
-- |
|
pH |
6.5 to 8.5 |
6.5 to 8.5 |
6.5 to 8.5 |
|
E. Coli |
-- |
-- |
<100 / 100 ml” |
(End of Excerpts from RFP)
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