uw-s-p

BAI Engineering  Study

by Xuehua Bai, PE 

Purpose

The purposes of this technical memorandum are briefly outlined as:

  • To evaluate the wastewater discharge payment method used by Metro Wastewater Reclamation District (METRO).
  • To develop a wastewater discharge payment model applied to Industrial Park Water and Sanitation District (District).
  • Based on the wastewater discharge payment model (Payment Model), to predict the District’s wastewater discharge payments for the pilot water quality improvement project that is currently performed at Ivy Lift Station. Five water quality data were collected. They are the BOD, TSS, and TKN data collected on March 21, 2019, May 10, 2019, May 15, 2019, May 21, 2019, and August 7, 2019.
  • To determine if the Pilot water quality program is recommended to the District-wide application.

Wastewater Discharge Payment

The amounts wastewater discharge payments to the District are keep rising as shown in Table 1. The payment is calculated based on five wastewater qualities, including wastewater flow (Flow), biological oxygen demand (BOD), suspended solids (SS), Total Kjeldahl Nitrogen (TKN), and Metering and Sampling (CECU). METRO determines a unit charge for each parameter each year. The breakdown of the unit charge from METRO is also shown below in Table 1.

Table 1. METRO Wastewater Parameters Unit Charges

Parameters

Wastewater Flow
BOD
SS
TKN
CECU

2018 Unit Charge

880.93
558.19
772.78
1176.78
27004.00

2019 Unit Charge

908.52
576.44
806.48
1173.36
28292.00

Unit

$/MG
$/Ton
$/Ton
$/Ton
$/CECU

METRO 2019 Wastewater Payment Formula

The District’s 2019 wastewater discharge payment provided by METRO is provided in Figure 1 and Appendix A.

Figure 1. District 2019 Wastewater Discharge Payment Posted by METRO

uw-sp-study-reactor

In summary, the wastewater discharge payment can be estimated by the following equation:

$$ = Total Flow * Flow Unit Charge + BODtot. * BOD Unit Charge + SStot. * SS Unit Charge
+ TKNtot. * TKN Unit Charge + CECU * CECU Unit Charge

METRO Wastewater Payment Model

Bai Engineers (BE) developed an excel spreadsheet model to predict the wastewater discharge payment for 2019 and future scenarios.

2019 Metro Payment Model

Using the total wastewater parameters provided in Figure 1, the District’s wastewater discharge payment modeled and summarized in Table 2.

Table 2. District 2019 Wastewater Discharge Payment Model Results

Parameters

Wastewater Flow
BOD
SS
TKN
CECU
Total

Total

30.24
65.29
41.95
9.70
0.52
Total

Unit

MG
Ton
Ton
Ton
CECU
Total

Cost

$ 27,473.64
$ 37,635.77
$ 33,831.84
$ 11,381.59
$ 14,711.84
$125,034.68

The difference between METRO’s actual payment value ($127,878) and BE’s modeled payment valve ($125,035) is $2, 843 or 2.2%. The difference may due to rounding by METRO. (i.e. the total wastewater flow is rounded to two significant digit of 908.52 MG).

Recommendation

It is recommended the spreadsheet wastewater discharge payment model can be used for future payment scenario analysis.

Pilot Water Quality Improvement

The District conducted a pilot water quality improvement at Ivy Lift Station since June 19, 2019. The pilot water quality improvement project included:

  • Installation of the Bug-on-a-rope since June 19, 2019, and
  • Installation of the Liquid GreaseZilla since June 26, 2019.

Detail information and data sheets about the Bug-on-a-rope and the Liquid GreaseZilla are provided in Appendix B. Five wastewater water samples were taken and analyzed. The water sample parameters are documented in Table 3 and Figure 2. Copies of the water quality data are provided in Appendix C.

Table 3. Pilot Water Quality Improvement Project: Water Quality Data

Date

Date

3/21/2019
5/10/2019
05/15/2019
05/21/2019
8/7/2019
2019 Value Provided by METRO

Sampled Water Quality (mg/L)

BOD

726
867
483
663
510
525

Sampled Water Quality (mg/L)

TSS

726
687
1312
2300
22
335

Sampled Water Quality (mg/L)

TKN

112.0
112.0
86.5
21.0
93.9
77.4
Note: 1. Values are provided by METRO along with the 2019 cost estimate.
Figure 2. Pilot Water Quality Improvement Project Data

As shown in Figure 2, the sample analyzed on May 15, 2019 and May 21, 2019 were identified as outliner due to the unreasonable low TKN and high TSS values. These two samples were excluded for this analysis.

Predicted METRO Payment per Pilot Water Quality Improvement Project Data

Based on the METRO Payment Model identified in Section 3 and water quality data obtained from the Pilot Water Quality Improvement Project, a number of predicted METRO payments are summarized in Tables 4 through 6.

Table 4. Predicted METRO Payment per March 21, 2019 Water Quality Data

Parameters

Wastewater Flow
BOD
SS
TKN
CECU
Total

Sampled Quality

30.24
726
726
112.0
0.52
Total

Unit

MG
mg/L
mg/L
mg/L
CECU
Total

Total

30.24
91.61
91.61
14.13
0.52
Total

Uni

MG
Ton
Ton
Ton
CECU
Total

Cost

$27,473.64
$52,806.64
$73,880.20
$16,582.39
$14,711.84
$185,454.72
Table 5. Predicted METRO Payment per May 10, 2019 Water Quality Data

Parameters

Wastewater Flow
BOD
SS
TKN
CECU
Total

Sampled Quality

30.24
867
687
112.0
0.52
Total

Unit

MG
mg/L
mg/L
mg/L
CECU
Total

Total

30.24
109.40
86.69
14.13
0.52
Total

Uni

MG
Ton
Ton
Ton
CECU
Total

Cost

$27,473.64
$63,062.48
$69,911.43
$16,582.39
$14,711.84
$191,741.78
Table 6. Predicted METRO Payment per August 7, 2019 Water Quality Data

Parameters

Wastewater Flow
BOD
SS
TKN
CECU
Total

Sampled Quality

30.24
510
225
93.9
0.52
Total

Unit

MG
mg/L
mg/L
mg/L
CECU
Total

Total

30.24
64.35
28.39
11.85
0.52
Total

Uni

MG
Ton
Ton
Ton
CECU
Total

Cost

$27,473.64
$37,095.58
$22,896.76
$13,902.56
$14,711.84
$116,080.37

Technical Memo – Task Order 5 METRO Wastewater Discharge Payment Evaluation Page 7 of 7 The summary of comparison is documented in Table 7

Table 7. Comparison of BE’s Estimate and METRO Values

Date

Date

3/21/2019
5/10/2019
8/7/2019
Provided by METRO

Sampled Water Quality (mg/L)

BOD

726
867
510
525

Sampled Water Quality (mg/L)

TSS

726
687
225
335

Sampled Water Quality (mg/L)

TKN

112.0
112.0
93.9
77.4

Total Cost

Total Cost

$185,454.72
$191,741.78
$116,080.37
$127,878.00

Difference (BE's Estimate - METRO Values)

Difference (BE's Estimate - METRO Values)

45%
50%
-9%
$127,878.00

Coordination with METRO

The District is currently working with METRO on the check and verification of the flow and sewer loads data provided (Appendix D). The comparison results are provided in Table 8.

Comparison of Flow and Load Data between METRO and the Districtt

Sample Date/Period

Sample Date/Period

Sample Date/Period

BOD (mg/L)
TSS(mg/L)
TKN (mg/L)

METRO

3/28/2019 - 4/3/20191

Lowest

371
192
35.6

METRO

3/28/2019 - 4/3/20191

Average

560
345
86.9

METRO

3/28/2019 - 4/3/20191

Highest

1020
537
105

District

3/21/2019

3/21/2019

726
726
112

Note: 1. METRO conducted seven samples during this period, the lowest, average, and highest sample values during this period was documented.

It is highly recommend the District to implement the water quality improvement project to other lift stations.