Final Limits

Beginning the effective date of the permit through the expiration date of the permit, the permittee is authorized to discharge treated wastewater in accordance with the following limitations:

Effluent Characteristic

Discharge Limitations

Monitoring Requirements

Mass

Loading

(lbs/day)

Concentrations

(mg/l unless otherwise specified)

Frequency

Sample Type

Monthly Avg.

Monthly Avg.

Weekly Avg.

Daily Max.

Flow (mgd)

[STORET: 50050]

Year round

Report

Report

Continuous

Totalized

Carbonaceous

Biochemical Oxygen

Demand 5 Day (CBOD5) [STORET•. 80082]

Apr - May

1734.7

13.0

19.5

Daily

24-hour composite

Jun - Oct

1067.5

8.0

12.0

Nov - Mar

3336.0

25.0

37.5

Total Suspended Solids [STORET: 00530]

Jun - Oct

1334.4

10.0

15.0

Daily

24-hour composite

Nov - May

4003.2

30.0

45.0

Ammonia (NH3-N)

[STORET: 00610]

Jun - Oct

213.5

1.6

2.4

Daily a

24-hour composite

Nov- May

547.1

4.1

6.2

E. coli (MPN/100 ml) [STORET: 510401

May - Sep

126

406

2/week

Grab

Oct - Apr

630 b

2030

I (week

Dissolved Oxygen (DO) [STORET: 00300]

Jun - Oct

6.5 (Minimum)

Daily

Grab

Nov -May

5.0 (Minimum)

pH (standard unit) [STORET: 00400]

Year round

- 9.0

Daily

Grab

a Ammonia analysis shall also be performed concurrently with and on all samples collected for WET testing at Outfall 001 (see WET testing requirements in Permit Part LB). Results from concurrent ammonia analyses for Outfall TX I may be used in partial fulfillment of ammonia monitoring requirements at Outfall 001. b Monthly data for E. coli is reported as geometric mean of all samples in that month.

Reclaimed Water System