NC0020621_Headworks Analysis_20200921

To un of Boone
(-1411)./NNtrom1441
BOONS
North Carolina
Certified Mail#7018 1830 0002 1081 3061 ` ,
September 21,2020 R E C E I V E D
SEP 2 8 2020
Mr.Mike Montebello
Division of Water Resources NCDEQ/DWRJNPDES
Municipal Unit-Pretreatment
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Town of Boone,Jimmy Smith WWTP NC0020621 Headworks Analysis
Dear Mr.Montebello:
As required by the above NPDES permit,enclosed is the Town of Boone's Jimmy Smith WWTP
Headworks Analysis,including all elements requested by DWR for the submission. Explanations for
decisions that pertain to the development of the spreadsheets are in the HWA narrative.
Please call me at 828/268-6272 or email me at [e-mail] if you need more
information.
Sincerely,
Karen W.Reece
Lab Supervisor/Pretreatment Coordinator
Town of Boone Jimmy Smith Wastewater Treatment Plant
ec: Rudy Broschinski,Plant Superintendent
Josh Eller,Deputy Director of Public Works
Rick Miller,Director of Public Works
P.O.DRAWER 192 • BOONE,NORTH CAROLINA 28607

Town of Boone Jimmy Smith WWTP(NPDES Permit#NC0020621)HWA Narrative
Spreadsheet Organization
All data generated per the LTMP are in the workbook named 'Data Submitted for HWA 2020'.
The weekend,holiday and,as applicable,no sample day rows were collapsed in the hard copy to
make the data more printer-friendly. Flow data on those days were included in the calculated
average flow over the entire period.
HWA Data Time Period
The chosen time period(December 7,2016-July 31,2020)allows for at least 12 data points for
each POC at the current detection levels in use. Sampling required by the NPDES permit was
conducted as directed. Each quarter,the Town sampled each of its WWTP sampling sites for
each POC in the LTMP. The SIUs were sampled per SIU permit and LTMP requirements. The
flow-to-disposal,the percent solids and LTMP data for the Town's Class A Sludge were taken
from the annual reports to EPA and NCDEQ and reflect activities during the HWA time period.
Headworks Analysis Spreadsheet
Headworks Analysis was performed using the State's linked HWA and AT worksheets.
WWTP Design: Design criteria(x1.5)for BOD,TSS and TKN were used for MAHL
calculations(phosphorus and ammonia criteria are not available). TKN value was converted to
an Ammonia value using the literature ratio 40:25. There have been no BOD or TSS violations
during the HWA time period or since the last HWA. There was one Ammonia violation,which is
explained below. The WWTP Design documents have been included in order to show that the
date requirement for use of the multiplier option has been met. No changes to the WWTP
requiring a new NPDES permit have occurred. No SIUs creating an increase in SIU-permitted
plus uncontrollable load greater than 15% of the design load(1507.51b BOD, 1507.51b TSS,
113.1lb NH3)all at once have been added to the pretreatment program or POTW.
Removal Rate Calculations: Literature removal rates were used when more than 50%of the data
for a pollutant were below detection, except for ammonia. The mean concentration removal
efficiency(using unpaired data sets in mg/L)was used for HWA development where less than
50%of the data were below detection and for ammonia(all monthly influent data were above
detection and most of the three times a week effluent data were below detection—Removal Rate
Guidance Section 2Bi). Although the removal rates for COD,Total Nitrogen and Total
Phosphorus were calculated using all of the data and entered into the spreadsheet,they were not
used in the HWA since they are neither limited in any of the permits the Town holds nor in any
current SIU permit. Data presented in ppb were converted to ppm before calculating pounds.
NPDES Permit Limits: The permit limits for BOD,TSS(used more stringent reclaim permit
limit)and Ammonia were included in the spreadsheet,but were not used for MAHL due to the
design criteria being more stringent.
Water Quality Standards: Water Quality Standards for metals parameters were calculated using
the enclosed calculator provided by the State. The 7Q10 flow was corrected to 6.14 MGD. The
upstream hardness data was obtained from samples collected in November 2016 and approved for
use in a revised HWA on October 30,2017. The receiving water is classified as C-ORW, so the
Town used one half of the most stringent Class C,HH,or WS Water Quality Standards in the
HWA.
Inhibition: Nitrification does occur in the oxidation ditch, so the more stringent of the literature
inhibition thresholds provided for activated sludge and nitrification was used for each pollutant.

NC Data were used where the literature inhibition thresholds provided by NCDEQ indicated their
use. Copper and zinc concentrations in the mixed liquor tend to run higher than literature values.
Residual Solids Permit: The permit limits for Class A Biosolids are built into the spreadsheet.
There have been no limit violations between December 7,2016—July 31,2020.
Mass Balance Worksheet: The Town does not sample for uncontrollable loading, so the mass
balance worksheet was used to determine the uncontrollable contribution. Note that the BOD
data for one SIU is provided in mass only because the permit limit is mass-based and that is how
it was entered into the compliance spreadsheets over the time period. One non-compliant data
point was removed from an SIU's silver data set because the source of the violation was found to
be the sampling equipment. Site-specific uncontrollable loading was chosen for each POC
because the data for each POC were either mostly above the detection level,the detection level
used for BDL results was less than the literature value,or there was no literature value available.
A change to the silver uncontrollable concentration used for HWA was made to correct a paper
overallocation(see next paragraph).
Allocation Table
The Town updated its Allocation Table to reflect a new HWA using the State's linked HWA and
AT worksheets. Silver was over-allocated although all but one influent silver data have been
below the detection level of 1 ug/L. Even at this detection limit,using '/2 DL for pounds
calculation,the plant was overallocated. The average silver discharge from SIU accounts for 2%
MARL. The Town requests permission to calculate the uncontrollable concentration of silver
using 0 for all BDL data,which corrects the overallocation. Data to support the decision has been
included with the HWA.
NPDES violations
Between December 7,2016-July 31,2020 the Town of Boone had one NPDES limit violation.
Date Pollutant Result Explanation
Higher hydraulic and
4/24-4/28/17 Ammonia as Nitrogen 6.25 mg/L organic loading due to
weekly average simultaneous rain events
and ditch draining.

Workbook Name: 2020 HWA-AT Boone.xls; Worksheet Name: HWA Pagelof5
Printed 9/18/2020,2:48 PM
A I B 1 C I D I F I F I G I H I I I J I K
1 Headworks Analysis Spreadsheet Spreadsheet Instructions: 1
2 POTW Name: Jimmy Smith WWTP 1) Applicable Values should be entered in the Heavy Bordered Blue cells. The rest of worksheet is
3 Date: 9/18/2020 protected,password is"2".
4 POTW NPDES#=> NC0020621 2) Additional pollutants can be added in cells A34 to A42. Note all Pollutant names are linked from
5 POTW Sludge Permit#=> WQ0013263 here to other pages in HWA worksheet and also to AT worksheet(i.e.,automatically entered into
v other pages in HWA worksheet and also AT worksheet from HWA worksheet).
7 POTW NPDES Permitted Flow(MGD)= 4.82 <=used in AT only 3) Formulas are discussed in the Comprehensive Guidance HWA Chapter.
8 POTW Average Flow(MGD)= 2.56 <=used in HWA calculations 4) HWA,AT and HASL worksheets are linked. MAHLs,Basis,and Uncontrollable load are
automatically entered into AT from this worksheet.
9 Uncontrollable Flow(MGD)= 2.4833 5)If red tab notes are not visible,they can be turned on in the"Tools"menu under"options",in the
10 7Q10 Stream Flow(MGD)= 6.14 "view"tab click the"comment indicator only"button.
11 Stream Classification= Class C+
13 Class of Sludge generated(A,or B) A
14 Sludge to Digestor Flow(MGD)= Through calc.for different POTW use Design
15 Sludge to Disposal Flow(MGD)= 0.000414 flows Criteria
16 %Solids to Disposal= Design Values Average Flow Permitted Flow Loading See narrative
17 Sludge Site Area(acres)= WWTF Influent BOD(mg/1) 250 1666.7 885.2 x *1.5
18 Sludge Site Life(yrs)= WWTF Influent TSS(mg/1) 250 1250.0 663.9 x *1.5
19 Age of Sludge Site(yrs)= WWTF Influent NH3(mg/1) 18.75 219.8 116.7 s *1.5
20 WWTF Influent Total N(mg/1)
21 Pass-Through Loading Calculations WWTF Influent Total P(mg/1)
Stream Standard Pass-Thru Minimum
NPDES LIMIT Plant Removal Rate Removal rate NPDES Loading Standard Stream Loading Design Criteria Loading Pass-Thru
23 Pollutant (mg/I) (%) Source (lbs/day) (mg/I) Standard Source (lbs/day) Loading(lbs/day) (lbs/day) Basis
24 BOD 5 99.7 Site Specific 35,584 15,075 15,075 Design
25 TSS 5 99.6 Site Specific 26,688 15,075 15,075 Design
26 Ammonia 2 99.09 Site Specific 4,692� 1,131 1,131 Design
27 Arsenic 45 Literature(AS) 0.005 1/2 Water Suppl 0.6596 0.6596 Stream Std
28 Cadmium 67 Literature(AS) 1 0.00073385 1/2 Aq Life 0.1614 0.1614 Stream Std
29 Chromium 82 Literature(AS) 0.0055 1/2 Aq Life 2.2171 2.2171 Stream Std
30 Copper 86.03 Site Specific 0.01104995 1/2 Aq Life 5.7392 5.7392 Stream Std
31 Cyanide 69 Literature(AS) 0.0025 1/2 Aq Life 0.5851 0.5851 Stream Std
32 Lead 61 Literature(AS) '' 0.0056 1/2 Aq Life 1.0419 1.0419,Stream Std
33 Mercury I 98.29 Site Specific • 0.000006 1/2 Aq Life 0.02546 0.02546 Stream Std
34 Molybdenum 33 Literature(AS) 0.08 1/2 Water Sup 8.6636 8.6636 Stream Std
35 Nickel 42 Literature(AS) 0.0125 1/2 Water Suppl 1.5638 1.5638 Stream Std
36 Selenium 50 Literature(AS) • 0.0025,1/2 AgLife 0.3628 0.3628 Stream Std
37 Silver 75 Literature(AS) 0.00003 1/2 Aq Life 0.0087 0.0087 Stream Std
38 Zinc 72.29 Site Specific 0.1747 1/2 Aq Sife 45.7448 45.7448,Stream Std
39 a
40 b
41 c
p 42 d
43 e
44 f
45 g
46 h
47 1
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

Page 2 of 5
Workbook Name: 2020 HWA-AT Boone.xls; Worksheet Name: HWA Printed 9/18/20 0,2:48 PM
A I B I C I D I E I F I G I H I I I J I K
49 Average Influent NH3(mg/1) 21.5
50 Average Anaerobic Digester NH3(mg/1)
51 Inhibition Loading Calculations only enter when have ANAEROBIC digester
A.S./Nit,/T.F. A.S./Nit,/P.F. A.S./Nit,/P.F. Digestor Minimum Minimum
Primary Inhibition Inhibition Inhibition Inhibition Digestor Inhibition Inhibition
Removal Rate Primary Removal Concentration Concentration Loading Concentration Inhibition Digestor Inhibition Loading Loading
52 Pollutant (%) Rate Source (mgA) Source (lbs/day) (mg/I) Conc.Source Loading(lbs/day) (lbs/day) Source
53 BOD
54 TSS
.55 Ammonia 480 AS 10248.1920 10248.19 AS/Nit/TF in
56 Arsenic 0.1 AS 2.1350 2.1350 AS/Nit/TF in
57 Cadmium I AS 21.3504 ( 21.3504 AS/Nit/TF in
58 Chromium 0 394 Nit NC 2006 8.4121 8.4121 AS/Nit/TF in
59 Copper 0 48 Nit NC 2006 10.2482 10.2482 AS/Nit/TF in
60 Cyanide 0.1 AS 2.1350 2.1350 AS/Nit/TF in
61 Lead 0.5 Nit 10.6752 10.6752 AS/Nit/TF it
62 Mercury 0.1 AS 2.1350 2.1350 AS/Nit/TF in
63 Molybdenum
64 Nickel 0.25 Nit 5.3376 5.3376 AS/Nit/TF in
65 Selenium
66 Silver 0.25 AS 5.3376 _ 5.3376 AS/Nit/TF in
67 Zinc I AS/Nit NC 2006 21.3504 21.3504 AS/Nit/TF it
68 a
69 b
70 c
71 d
72 e
73 f
74 g
75 h
76 I
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

Workbook Name: 2020 HWA-AT Boone.xls; Worksheet Name: HWA Page3of5
Printed 9/18/2020,2:48 PM
A I B I C I D I E I F I G I H I I IJIK
77
78 Sludge Loading Calculations
Sludge Ceiling Class A Limits Class A Limits Class A Limits Minimum Minimum
Sludge Ceiling Load Cumulative Sludge Cumulative Monthly Monthly Avg. Mon.Avg.Load. - Sludge Sludge
Concentration Sludge Ceiling Load -HASL Calc.- Rate Limit Sludge Loading Average Rate Loading HASL Calc.- Loading Loading
79 Pollutant Limit(mg/kg) (lbs/day) (lbs/day) (Ibs/(acrealife)) (lbs/day) Limit(mg/kg) (lbs/day) (lbs/day) (lbs/day) Sorce
80 BOD
81 TSS
82 Ammonia
83 Arsenic 75 0.5324 36 41 0.2910 0.2910 Class A,Mo
84 Cadmium 85 0.4052 34 39 0.1859 0.1859 Class A,Mo
_85 Chromium
86 Copper 4300 15.9652 1338 1500 5.5692 5.5692 Class A,Mo
87 Cyanide
88 Lead 840 4.3985 267 300 1.5709 1.5709 Class A,Mo
89 Mercury 57 0.1852 15 17 0.0552 0.0552 Class A,Mo
_
90 Molybdenum 75 0.7259 0.7259 Sludge Ceilir
91 Nickel 420 3.1941 374 420 3.1941 3.1941 Sludge Ceilir
92 Selenium 100 0.6388 89 100 0.6388 0.6388 Sludge Ceilir
93 Silver
94 Zinc 7500 33.1389 2498 2800 12.3719 12.3719 Class A,Mo
95 a
96 b
97 c
98 d
99 e
100 f
101 g
102 Ii _
103 I
104
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008
l

Workbook Name: 2020 HWA-AT Boone.xls• Worksheet Name: HWA Page 4of5
, Printed 9/18/2020,2:48 PM
A I B I C I D I E I F I G I H I I I J I K
105 Maximum Allowable Headworks Loading Calculations
Minimum Pass Minimum Minimum Minimum Minimum Allowable Maximum Allowable
Through Loading Inhibition Loading Inhibition Loading Sludge Loading Sludge Loading Headworks Headworks Loading
106 (lbs/day) Pass Through Source (lbs/day) Source (lbs/day) Sorce Loading(lbs/day) Source
107 BOD 15074.6 Design 15074.6 Design
108 TSS 15074.6 Design 15074.6 Design
109 Ammonia 1130.6 Design 10248.1920 AS/Nit/TF inhibiti 1130.6 Design
110 Arsenic 0.6596 Stream Std 2.1350 AS/Nit/TF inhibiti 0.2910 Class A,Mon.Avg. 0.2910 Class A,Mon.Avg.
111 Cadmium 0.1614 Stream Std 21.3504 AS/Nit/TF inhibiti 0.1859 Class A,Mon.Avg. 0.1614 Stream Std
112 Chromium 2.2171 Stream Std 8.4121 AS/Nit/TF inhibiti I 2.2171 Stream Std
113 Copper 5.7392 Stream Std 10.2482 AS/Nit/TF inhibiti 5.5692 Class A,Mon.Avg. 5.5692 Class A,Mon.Avg. ,
114 Cyanide 0.5851 Stream Std 2.1350 AS/Nit/TF inhibiti I 0.5851 Stream Std
115 Lead 1.0419 Stream Std 10.6752 AS/Nit/TF inhibiti 1.5709 Class A,Mon.Avg. 1.0419 Stream Std
116 Mercury 0.02546 Stream Std 2.1350 AS/Nit/TF inhibiti 0.0552 Class A,Mon.Avg. 0.02546 Stream Std
117 Molybdenum 8.6636 Stream Std 0.7259 Sludge Ceiling 0.7259 Sludge Ceiling
118 Nickel 1.5638 Stream Std 5.3376 AS/Nit/TF inhibiti 3.1941 Sludge Ceiling 1.5638 Stream Std
119 Selenium 0.3628 Stream Std 0.6388 Sludge Ceiling 0.3628 Stream Std
120 Silver 0.0087 Stream Std 5.3376 AS/Nit/TF inhibiti 0.0087 Stream Std
121 Zinc 45.7448 Stream Std 21.3504 AS/Nit/TF inhibitil 12.3719 Class A,Mon.Avg. 12.3719 Class A,Mon.Avg.
122 a
123 b _
124 c
125 d
126 e
127 f
128 g
129 h
130 I
131
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

Page 5 of 5
Workbook Name: 2020 HWA-AT Boone.xls; Worksheet Name: HWA Printed 9/18/20 0,2:48 PM
A I B I C I D I E I F 1 G I H I I I J I K
132
133 Maximum Allowable Industrial Loadings Calculations
Maximum Maximum
Allowable Check to Use Uncontrollable Allowable
Headworks Loading HASL CalcsConcentration Uncontrollable Uncontrollable Industrial Design vs.Pass-
134 Pollutant (lbs/day) MAHL Basis (x) (men) Source Load(lbs/day) Load(lbs/day) Thru Warning
135 BUD 15074.5500 Design 328 Mass Balance 6793.1168 8281.4332
136 TSS 15074.5500 Design 315 Mass Balance 6523.8774 8550.6726
137 Ammonia 1130.5913 Design 20.7 Mass Balance 428.7119 701.8793
138 Arsenic 0.2910 Class A,Mon.Avg. 0.003 Mass Balance 4 0.0621 0.2289
139 Cadmium 0.1614 Stream Std 0.001 Mass Balance 0.0207 0.1406
140 Chromium 2.2171 Stream Std N/A 0.004 Mass Balance 0.0828 2.1342
141 Copper 5.5692 Class A,Mon.Avg. 0.0695 Mass Balance 1.4394 4.1299
142 Cyanide 0.5851 Stream Std N/A 0.003 Mass Balance 0.0621 0.5230
143 Lead 1.0419 Stream Std 0.003 Mass Balance 0.0621 t 0.9797
144 Mercury 0.02546 Stream Std 0.0001 Mass Balance 0.00207 0.02339
145 Molybdenum 0.7259 Sludge Ceiling 0.0026 Mass Balance 0.0538 0.6721
146 Nickel 1.5638 Stream Std 0.0029 Mass Balance 0.0601 1.5037
147 Selenium 0.3628 Stream Std 0.003 Mass Balance 1 0.0621 0.3007
148 Silver 0.0087 Stream Std N/A 0.00003 Mass Balance 0.0006 0.0081
149 Zinc 12.3719 Class A,Mon.Avg. 0.1913 Mass Balance 3.9620 8.4099
150 a
151 b
152 c
153 d
154 e
155 f
156 g
157 h
158 1
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

,-lame-: Town Of Boone Wastewater Treatment Plant Expansion 1 -- INWyt'Design• -. -
/UA No. BN 9503 DESIGN DATA USED FOR PLANT DESIGN OF
/' ALL UNITS EXCEPT SLUDGE SYSTEM. SEE
Date: 29-Nov-95 - "DRYERMOD.XLS" WORKSHEET FOR
SLUDGE SYSTEM DESIGN DATA.
Description: Aeration Basin Sizing and Parameter Calculation Worksheet
Formulas:
Sludge Age (days)= Suspended Solids In Aeration
Suspended Solids To Aeration
MLSS (mg/I) = Desired Suspended Solids In Aeration
Weight Of Water In Aeration
MCRT(days) = Suspended Solids In Aeration
SS In WAS t SS In Effluent
•
Food To Microorganism Ratio= BOD To Aeration
MLVSS in Aeration
Narrative: The Reactor basin shall be an extended aeration oxidation ditch. Aeration shall
be supplied by fine bubble diffused air.
Input.Parameters: Calculated Parameters:
Wastewater Flow&Influent Conditions: Calculated Parameters:
Peak Wet Weather Flow(mgd)= 12.050 ADF BOD5 Destroyed(Ib/day)=> 9,849
Design Year Flow,ADF(mgd)= 4.820 ADF Ammonia-Nitrogen Destroyed(Ib/day)=> 1,126
Start-Up Anticipated Flow(mgd)= 2.700 Yr.1 BOD5 Destroyed(lb/day)_> 5,517
Design Sludge Return Rate(mgd)= 4.820 Yr.1 Ammonia-Nitrogen Destroyed(lb/day)_> 631
/L-ft,
Influent BOD5(mg/I)= 250
r,. Influent TSS(mg/I)= 250 Oxygen Rates
I/0 Influent TKN(mg/I)= 30 ADF Actual Oxygen Transfer Rate,AOTR(Ib/day)= 19,951
Effluent BOD5 Required(mg/I)= 5 ADF Standard Oxygen Transfer Rate,SOTR(Ib/day 47,562
Effluent TSS Required(mg/I)= 20 Yr.1 Actual Oxygen Transfer Rate,AOTR(Ib/day)= 11,176
Effluent NH3-N(mg/1)= 2 Yr.1 Standard Oxygen Transfer Rate,SOTR(Ib/day 26,643
MaxTemperature(deg C)= 20
Site Elevation= 3,120 HP Required
Temperature Correction Theta= 1.024 HP At Average Daily Flow=> 583
Saturation D.O.at Temp,Elev Cst(mg/I)= 7.87 HP At Year 1 Flow=> 327
Design Assumptions Reactor Basin Volume(Based on 1bBOD/1000 cuft)
Design MLSS(mg/I)= 4,000 Volume Required(gals)_> 4,911,221
Actual MLSS(mg/1)= 4,804 Detention Time(hrs)_> 24.45
Actual Yr.1 MLSS(mg/)= 2,691
RAS and WAS Concentration(mgA)= 8,000
Transfer Alpha Value= 0.70 System Mass Requirements
Transfer Beta Value= 0.95 System Mass-BOD x MCRT xYield(lb)=> 147,731
Mean Cell Residence Time(days)= 20 Volume Required(gal)=> 4,428,375
Operating Dissolved Oxygen,Co(mgA)= 2.00 Detention Time(hrs)_> 22.05
lb BOD5/1000 cu ft Aeration Vol= 15
Sludge Yield(lb TSS/lb BOD5 Destroyed)= 0.75 Selected Volume-Input Value(gals) 6,018,869
Volatile SS Fraction(MLVSS/MLSS)= 0.65 •
Selected Basin Evaluation
Rate Coefficients ADF Detention Time(hrs)_> 24.98
_ lb Oxygen/lb BOD5 Applied= 1.50 Yr.1 Detention Time Both Trains(hrs)_> 44.59
lb Oxygen/lb NH3-N Applied= 4.60 Yr. 1 Detention Time 1 Train(hrs)_> 22.30
ADF Food To Mass(lb BODAb MLSS)_> 0.08
HP Coefficients Yr. 1 Food To Mass(lb BODAb MLSS)=> 0.08
lb 02/BHP-Hr= 3.40 Yr.1 Food To Mass-1 Train(lb BODAb MLSS) 0.15
ADF Sludge Wasting Rate(gpd)_> 138,575
Yr.1 Sludge Wasting Rate(gpd)_> 77,625

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
12/7/2016 2.43 309 309 6262.256 < 2 1 20.2662
12/8/2016 2.04 365 365 6209.964 < 2 1 17.0136
12/9/2016 1.71 554 554 7900.816 < 2 1 14.2614
12/12/2016 1.79 422 422 6299.869 2.1 2.1 31.35006
12/13/2016 1.79 503 503 7509.086 < 2 1 14.9286
12/14/2016 1.69 682 682 9612.517 < 2 1 14.0946
12/15/2016 1.57 661 661 8655.002 < 2 1 13.0938
12/16/2016 1.54 409 409 5253.032 < 2 1 12.8436
12/19/2016 1.61 457 457 6136.322 < 2 1 13.4274
12/20/2016 1.73 433 433 6247.411 < 2 1 14.4282
12/21/2016 1.73 398 398 5742.424 < 2 1 14.4282
12/22/2016 1.62 867 867 11713.86 < 2 1 13.5108
12/28/2016 1.61 565 565 7586.481 2.2 2.2 29.54028
12/29/2016 1.87 795 795 12398.66 < 2 1 15.5958
12/30/2016 1.64 517 517 7071.319 < 2 1 13.6776
1/3/2017 2.1 376 376 6585.264 < 2 1 17.514
1/4/2017 1.91 579 579 9223.123 < 2 1 15.9294
1/5/2017 1.75 527 527 7691.565 < 2 1 14.595
1/6/2017 1.69 481 481 6779.503 < 2 1 14.0946
1/9/2017 1.78 286 286 4245.727 < 2 1 14.8452
1/10/2017 1.71 510 510 7273.314 < 2 1 14.2614
1/11/2017 2.19 577 577 10538.67 < 2 1 18.2646
1/12/2017 2.1 537 537 9405.018 < 2 1 17.514
1/13/2017 2.03 437 437 7398.497 < 2 1 16.9302
1/17/2017 2.66 520 520 11535.89 < 2 1 22.1844
1/18/2017 2.47 612 612 12607.08 < 2 1 20.5998
1/19/2017 2.37 539 539 10653.77 < 2 1 19.7658
1/20/2017 2.26 394 394 7426.27 < 2 1 18.8484
1/23/2017 4.31 373 373 13407.63 < 2 1 35.9454
1/24/2017 3.26 256 256 6960.23 < 2 1 27.1884
1/25/2017 2.65 505 505 11161.01 < 2 1 22.101
1/26/2017 2.36 576 576 11337.06 < 2 1 19.6824
1/27/2017 2.34 373 373 7279.319 < 2 1 19.5156
1/30/2017 2.28 337 337 6408.122 < 2 1 19.0152
' 1/31/2017 2.56 438 438 9351.475 < 2 1 21.3504
2/1/2017 2.3 459 459 8804.538 < 2 1 19.182
2/2/2017 2.41 536 536 10773.28 < 2 1 20.0994
2/3/2017 2.14 439 439 7835.096 < 2 1 17.8476
2/6/2017 2.33 308 308 5985.118 < 2 1 19.4322
2/7/2017 2.28 551 551 10477.38 < 2 1 19.0152
1.
2/8/2017 2.38 561 561 11135.4 < 2 1 19.8492
2/9/2017 2.34 509 509 9933.44 < 2 1 19.5156
2/10/2017 2.35 339 339 6644.061 < 2 1 19.599
2/13/2017 2.06 279 279 4793.332 < 2 1 17.1804
2/14/2017 2.46 476 476 9765.806 < 2 1 20.5164
2/15/2017 2.29 561 561 10714.31 < 2 1 19.0986
2/16/2017 2.28 685 685 13025.41 < 2 1 19.0152
2/17/2017 2.26 491 491 9254.564�< 2 1 18.8484
2/20/2017 2.4 407 407 8146.512 < 2 1 20.016
2/21/2017 2.25 557 557 10452.11 < 2 1 18.765
2/22/2017 2.24 481 481 8985.85 < 2 1 18.6816
Data Submittl for HWA 202O, 3/2017 2.43 528 528 10700.55 < 2 1 20.2662
INF,HW,EFF Data
Page 1 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m! Calculation lbs
2/24/2017 2.17 462 462 8361.184 < 2 1 18.0978
2/27/2017 2.21 334 334 6156.088 < 2 1 18.4314
2/28/2017 2.16 520 520 9367.488 < 2 1 18.0144
3/1/2017 2.4 571 571 11429.14 < 2 1 20.016
3/2/2017 2.28 423 423 . 8043.43 < 2 1 19.0152
3/3/2017 2.1 395 395 6918.03 < 2 1 17.514
3/6/2017 2.25 412 412 7731.18 < 2 1 18.765
3/7/2017 2.34 506 506 9874.894 < 2 1 19.5156
3/8/2017 2.21 495 495 9123.543 < 2 1 18.4314
3/9/2017 2.17 461 461 8343.086 < 2 1 18.0978
3/10/2017 2.22 465 465 8609.382 < 2 1 18.5148
3/13/2017 1.54 311 311 3994.36 < 2 1 12.8436
3/14/2017 1.83 415 415 6333.813 < 2 1 15.2622
3/15/2017 1.55 425 425 5493.975 < 2 1 12.927
3/16/2017 1.61 388 388 5209.831 < 2 1 13.4274
3/17/2017 1.86 306 306 4746.794 < 2 1 15.5124
3/20/2017 2.3 287 287 5505.234 < 2 1 19.182
3/21/2017 2.26 502 502 9461.897 < 2 1 18.8484
3/22/2017 2.21 284` 284 5234.518 < 2 1 18.4314
3/23/2017 2.17 377 377 6822.871 < 2 1 18.0978
3/24/2017 2.03 397 397 6721.289 < 2 1 16.9302
3/27/2017 2.33 339 339 6587.516 < 2 1 19.4322
3/28/2017 2.4 395 395 7906.32 I< 2 1 20.016
3/29/2017 2.47 403 403 8301.719 < 2 1 20.5998
3/30/2017 2.21 351 351 6469.421 <" 2 1 18.4314
3/31/2017 4.51 455 455 17114.1 < 2 1 37.6134
4/3/2017 3.25 268 268 7264.14 < 2 1 27.105
4/4/2017 2.43 277 277 5613.737 < 2 1 20.2662
4/5/2017 2.61 363 363 7901.566 < 2 1 21.7674
4/6/2017 2.73 515 515 11725.62 < 2 1 22.7682
4/7/2017 2.64 421 421 9269.41 < 2 1 22.0176
4/10/2017 2.6 345 345 7480.98 < 2 1 21.684
4/11/2017 2.96 449 449 11084.19 < 2 1 24.6864
4/12/2017 2.24 471 471 8799.034 < 2 1 18.6816
4/13/2017 2.4 512 512 10248.19 < 2 1 20.016
4/17/2017 1.93 338 338 5440.516 < 2 1 16.0962
4/18/2017 1.96 253 253 4135.639 < 2 1 16.3464
4/19/2017 2.31 364 364 7012.606 < 2 1 19.2654
4/20/2017 2.42 417 417 8416.228 < 2 1 20.1828
4/21/2017 2.45 461 461 9419.613 < 2 1 20.433
4/24/2017 4.2 185 185 6480.18 < 2 1 35.028
4/25/2017 3.5 299 299 8727.81 4.2 4.2 122.598
4/26/2017 3.03 345 345 8718.219 12 12 303.2424
4/27/2017 5.47 514 514 23448.58 < 2 1 45.6198
4/28/2017 2.72 424 424 9618.355 < 2 1 22.6848
5/1/2017 3.99 374 374 12445.45 < 2 1 33.2766
5/2/2017 3.88 268 268 8672.266 1 4.6 4.6 148.8523
5/3/2017 3.48 419 419 12160.72 < 2 1 29.0232
5/4/2017 3.4 381 381 10803.64 < 2 1 28.356
5/5/2017 4.93 304 304 12499.32 < 2 1 41.1162
5/8/2017 2.84 251 251 5945.086 < 2 1 23.6856
Data Submitte to HvvH zuzu.xisx
INF,HW,EFF Data
Page 2 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
5/9/2017 3.121 411 411 10694.55 < 2_ 1 26.0208
5/10/2017 2.94 438 438 10739.58 < 2 1 24.5196
5/11/2017 2.76 419 419 9644.71 < 2 1 23.0184
5/12/2017 3.12 443 443 11527.21 < 2 1 26.0208
5/15/2017 2.25 308 308 5779.62 < 2 1 18.765
5/16/2017 2.36 698 698 13738.32 < 2 1 19.6824
5/17/2017 2.2 699 699 12825.25 < 2 1 18.348
5/18/2017 3.23 756 756 20365.28 < 2 1 26.9382
5/19/2017 2.22 543 543 10053.54 < 2 1 18.5148
5/22/2017 2.8 165 165 3853.08 < 2 1 23.352
5/23/2017 3.94 386 386 12683.81 < 2 1 32.8596
5/24/2017 4.25 227 227 8046.015 < 2 1 35.445
5/25/2017 3.66 210 210 6410.124 < 2 1 30.5244
5/26/2017 2.95 280 280 6888.84 < 2 1 24.603
5/30/2017 2.44 270 270 5494.392 < 2 1 20.3496
5/31/2017 2.4 407 407 8146.512 < 2 1 20.016
6/1/2017 2.4 415 415 8306.64 < 2 1 20.016
6/2/2017 2.26 421 421 7935.176 < 2 1 18.8484
6/5/2017 2.56 296 296 6319.718 < 2 1 21.3504
6/6/2017 2.35 573 573 11230.23 < 2 1 19.599
6/7/2017 2.52 438 438 9205.358 < 2 1 21.0168
6/8/2017 2.24 332 332 6202.291 < 2 1 18.6816
6/9/2017 2.12 423 423 7478.978 < 2 1 17.6808
6/12/2017 2.1 312 312 5464.368 < 2 1 17.514
6/13/2017 2.36 554 554 10904.05 < 2 1 19.6824
6/14/2017 2.21 387 387 7132.952 < 2 1 18.4314
6/15/2017 2.27 372 372 7042.63 < 2 1 18.9318
6/16/2017 2.25 328 328 6154.92 < 2 1 18.765
6/19/2017 2.23 344 344 6397.781 < 2 1 18.5982
6/20/2017 2.19, 481 481 8785.273 < 2 1 18.2646
6/21/2017 2.21 616 616 11353.74 < 2 1 18.4314
6/22/2017 2.2 423 423 7761.204 < 2 1 18.348
6/23/2017 2.31 661 661 12734.43 < 2 1 19.2654
6/26/2017 2.07 400 400 6905.52 < 2 1 17.2638
6/27/2017 2 475 475 7923 < 2 1 16.68
6/28/2017 2.11 515 515 9062.661 < 2 1 17.5974
6/29/2017 2.02 437 437 7362.052 < 2 1 16.8468
6/30/2017 2.21 459 459 8460.013 < 2 1 18.4314
7/3/2017 2 324 324 5404.32 < 2 1 16.68
7/5/2017 2.17 344 344 6225.643 < 2 1 18.0978
7/6/2017 2.22 438 438 8109.482 < 2 .1 18.5148
7/7/2017 2.1 570 570 9982.98 < 2 1 17.514
7/10/2017 2.12 308 308 5445.686 < 2 1 17.6808
7/11/2017 2.04 517 517 8796.031 < 2 1 17.0136
7/12/2017 2.1 440 440 7706.16 < 2 1 17.514
7/13/2017 2.11 398 398 7003.765 < 2 1 17.5974
7/14/2017 2.1 608 608 10648.51 < 2 1 17.514
7/17/2017 1.91, 488 488 7773.547 3.8 3.8 60.53172
7/18/2017 2.17 687 687 12433.19 < 2 1 18.0978
7/19/2017 2.07 555 555 9581.409 < 2 1 17.2638
7/20/2017 2.09 514 514 8959.328 <_ 2 1 17.4306
Data Submitte iur YiWH LULU.xlsx `
INF,HW,EFF Data
Page 3 of 240 pages 1
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
7/21/2017 1.91 465 465 7407.171 < 2 1 15.9294
7/24/2017 2.34 336 336 6557.242 < 2 1 19.5156
7/25/2017 2.06 344 344 5910.058 < 2 1 17.1804
7/26/2017 1.88 440 440 6898.848 < 2 1 15.6792
7/27/2017 2.4 372 372 7445.952 < 2 1 20.016
7/28/2017 2.3 443 443 8497.626 < 2 1 19.182
7/31/2017 1.98 393 393 6489.688 < 2 1 16.5132
8/1/2017 2.03 600 600 10158.12 < 2 1 16.9302
8/2/2017 1.93 489 489 7871.042 < 2 1 16.0962
8/3/2017 1.87 388 388 6051.17 < 2 I 15.5958
8/4/2017 2.11 415 415 7302.921 < 2 I 17.5974
8/7/2017 2.34 361 361 7045.132 < 2 I 19.5156
8/8/2017 2.39 382 382 7614.253 < 2 1 19.9326
8/9/2017 2.46 311 311 6380.6 < 2 1 20.5164
8/10/2017 2 363 363 6054.84 < 2 1 16.68
8/11/2017 2.08 495 495 8586.864 < 2 I 17.3472
8/14/2017 2.24 276 276 5156.122 2.9 2.9 54.17664
8/15/2017 2.36 389 389 7656.454 < 2 1 19.6824
8/16/2017 2.1 421 421 7373.394 < 2 1 17.514
8/17/2017 2.46 382 382 7837.265 < 2 1 20.5164
8/18/2017 2.48 400 400 8273.28 < 2 1 20.6832
8/21/2017 2.35 430 430 8427.57 < 2 1 19.599
8/22/2017 2.27 347 347 6569.335 < 2 1 18.9318
8/23/2017 2.38 441 441 8753.497 < 2 1 19.8492
8/24/2017 2.39 370 370 7375.062 < 2 1 19.9326
8/25/2017 2.2 698 698 12806.9 < 2 1 18.348
8/28/2017 2.2 307 307 5632.836 < 2 1 18.348
8/29/2017 2.38 398 398 7899.982 < 2 1 19.8492
8/30/2017 2.3 426 426 8171.532 < 2 1 19.182
8/31/2017 2.37 486 486 9606.179 < 2 1 19.7658
9/1/2017 2.48 436 436 9017.875 < 2 1 20.6832
9/5/2017 2.29 322 322 6149.749 < 2 1 19.0986
9/6/2017 2.5 379 379 7902.15 < 2 1 20.85
9/7/2017 2.1 386 386 6760.404 < 2 1 17.514
9/8/2017 2.25 546 546 10245.69 < 2 1 18.765
9/11/2017 2.36 349 349 6869.158 < 2 1 19.6824
9/12/2017 5.05 420 420 17689.14 < 2 1 42.117
9/13/2017 3 270 270 6755.4 < 2 1 25.02
9/14/2017 2.53 358 358 7553.872 < 2 1 21.1002
9/15/2017 2.42 440 440 8880.432 < 2 1 20.1828
9/18/2017 2.58 417 417 8972.672 < 2 1 21.5172
9/19/2017 2.25 455 455 8538.075 < 2 1 18.765
9/20/2017 2.53, 512 512 10803.3 < 2 1 21.1002
9/21/2017 2.19 433 433 7908.572 < 2 1 18.2646
9/22/2017 2.67 444 444 9886.903 < 2 1 22.2678
9/25/2017 2.3 443 443 8497.626 2.8 2.8 53.7096
9/26/2017 2.24 434 434 8107.814 < 2 1 18.6816
9/27/2017 2.42 494 494 9970.303 < 2 1 20.1828
9/28/2017 2.16 624 624 11240.99 < 2 1 18.0144
9/29/2017 2.33 459 459 8919.38 2.3 2.3 44.69406
10/2/2017 2.07 431 431 7440.698 < 2 1 17.2638
Data Submitted roi nvvr.cucu.XIbX
INF,HW,EFF Data
Page 4 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/3/2017 2.19 487 487 8894.86 < 2 1 18.2646
10/4/2017 2.13 520 520 9237.384 < 2 I 17.7642
10/5/2017 2.24 502 502 9378.163 < 2 1 18.6816
10/6/2017 2.26 445 445 8387.538 < 2 1 18.8484
10/9/2017 4.96 140 140 5791.296 < 2 1 41.3664
10/10/2017 3.32 242 242 6700.69 < 2 1 27.6888
10/11/2017 3.08 303 303 7783.222 < 2 1 25.6872
10/12/2017 2.51 330 330 6908.022 < 2 1 20.9334
10/13/2017 2.16 408 408 7349.875 < 2 1 18.0144
10/16/2017 2.29 299 299 5710.481 < 2 1 19.0986
10/17/2017 2.24 456 456 8518.81 < 2 1 18.6816
10/18/2017 2.17 414 414 7492.489 < 2 1 18.0978
10/19/2017 2.35 426 426 8349.174 < 2 1 19.599
10/20/2017 2.25 450 450 8444.25 < 2 1 18.765
11
10/23/2017 5.28 354 354 15588.46 < 2 1 44.0352
10/24/2017 4.62 177 177 6819.952 < 2 1 38.5308 I
10/25/2017 3.53 317 317 9332.543 < 2 1 29.4402
10/26/2017 2.78 340 340 7882.968 < 2 1 23.1852
10/27/2017 2.63 408 408 8949.154 < 2 1 21.9342
10/30/2017 2.9 230 230 5562.78 < 2 1 24.186
10/31/2017 2.79 306 306 7120.192 < 2 1 23.2686
11/1/2017 2.74 348 348 7952.357 < 2 1 22.8516
11/2/2017 2.55 358 358 7613.586 < 2 1 21.267
11/3/2017 2.64 392 392 8630.899 < 2 1 22.0176
11/6/2017 2.56 264 264 5636.506 < 2 1 21.3504
11/7/2017 2.88 373 373 8959.162 < 2 1 24.0192
11/8/2017 2.54 284 284 6016.142 < 2 1 21.1836
11/9/2017 2.67 349 349 7771.462 < 2 1 22.2678
11/13/2017 2.57 364 364 7801.903 < 2 1 21.4338
11/14/2017 2.27 377 377 7137.289 < 2 1 18.9318
11/15/2017 2.49 495 495 10279.47 < 2 1 20.7666
11/16/2017 2.49 357 357 7413.676 < 2 1 20.7666
11/17/2017 2.35 414 414 8113.986 < 2 I 19.599
11/20/2017 2.31 292 292 5625.497 < 2 1 19.2654
11/21/2017 2.18 394 394 7163.393 < 2 I 18.1812
11/22/2017 2 382 382 6371.76 < 2 1 16.68
11/27/2017 2.33 338 338 6568.084 < 2 1 19.4322
11/28/2017 2.19 378 378 6904.019 < 2 1 18.2646
11/29/2017 2.52 505 505 10613.48 < 2 1 21.0168
11/30/2017 2.32 372 372 7197.754 < 2 1 19.3488
12/1/2017 2.42 459 459 9263.905 < 2 1 20.1828
12/4/2017 2.26 443 443 8349.841 < 2 1 18.8484
12/5/2017 2.34 479 479 9347.972 < 2 1 19.5156
12/6/2017 2.26 415 415 7822.086 < 2 1 18.8484
12/7/2017 2.15 537 537 9628.947 < 2 1 17.931
12/8/2017 2.14 655 655 11690.18 < 2 1 17.8476
12/11/2017 2.23 371 371 6899.932 < 2 1 18.5982
12/12/2017 2.46 536 536 10996.79 < 2 1 20.5164
12/13/2017 2.34 377 377 7357.381 < 2 I 19.5156
12/14/2017 2.19 408 408 7451.957 < 2 1 18.2646
12/15/2017 1.64 478 478 6537.893 < 2 1 13.6776
Data Submitte.Tor rrvvx LULUAISX
INF,HW,EFF Data
Page 5 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m• Calculation lbs
12/18/2017 1.98 323 323 5333.764 < 2 I 16.5132
12/19/2017 1.98 371 371 6126.397 < 2 I 16.5132
12/20/2017 1.94 477 477 7717.669 < 2 1 16.1796
12/21/2017 1.75 384 384 5604.48 < 2 1 14.595
12/22/2017 1.8 465 465 6980.581< 2 1 15.012
12/28/2017 1.81 452 452 6823.121 < 2 1 15.0954
12/29/2017 1.79 404 404 6031.154 < 2' 1 14.9286
1/2/2018 1.81 280 280 4226.712 < 2 I 15.0954
1/3/2018 1.75 382 382 5575.29 < 2 I 14.595
1/4/2018 1.76 341 341 5005.334 < 2 I 14.6784
1/5/2018 1.96 443 443 7241.455 < 2 I 16.3464
1/8/2018 2.02 256 256 4312.781 < 2 I 16.8468
1/9/2018 1.99 299 299 4962.383 < 2 1 16.5966
1/10/2018 1.89 422 422' 6651.817 < 2 I 15.7626
1/11/2018 3.51 473 473 13846.32 < 2 1 29.2734
1/12/2018 5.27 356 356 15646.84 < 2 1 43.9518
1/16/2018 2.85 290 290 6893.01 < 2 1 23.769
1/17/2018 2.54 326 326 6905.854 < 2 1 21.1836
1/18/2018 2.68 413 413 9231.046 < 2 1 22.3512
1/19/2018 2.64 448 448 9863.885 < 2 1 22.0176
1/22/2018 2.68 333 333 7442.95 < 2 1 22.3512
1/23/2018 2.7 327 327 7363.3861< 2 1 22.518
1/24/2018 2.53 350 350 7385.07 < 2 1 21.1002
1/25/2018 2.42 375 375 7568.55 < 2 1 20.1828
1/26/2018 2.62 434 434 9483.247 < 2 1 21.8508
1/29/2018 2.55 288 288 6124.896 < 2 1 21.267
1/30/2018 3.52 379 379 11126.23 < 2 1 29.3568
1/31/2018 2.68 546 546 12203.76 < 2 1 22.3512
2/1/2018 2.42 533 533 10757.43 < 2 1 20.1828
2/2/2018 2.33 514 514 9988.151 < 2 1 19.4322
2/5/2018 2.81 269 269 6304.123 < 2 1 23.4354
2/6/2018 2.56 402 402 8582.861 < 2 1 21.3504
2/7/2018 3.07 450 450 11521.71 < 2 1 25.6038
2/8/2018 2.84 292 292 6916.195 < 2 1 23.6856
2/9/2018 2.47 332 332 6839.134 < 2 1 20.5998
2/12/2018 _ 3.08 281 281 7218.103 < 2 1 25.6872
2/13/2018 2.93 260 260 6353.412 < 2 1 24.4362
2/14/2018 2.85 412 412 9792.828 < 2 1 23.769
2/15/2018 2.81 347 347 8132.084 < 2. 11 23.4354
2/16/2018 2.7 362 362 8151.516 < 2 1 22.518
2/19/2018 2.53 328 328 6920.866 < 2 1 21.1002
,2/20/2018 2.81 410 410 9608.514 < 2 1 23.4354
2/21/2018 2.74 453 453 10351.77 2 45.7032
2/22/2018 2.89 390 390 9400.014 2.3 2.3 55.43598
2/23/2018 2.36 538 538 10589.13 2 2 39.3648
2/26/2018 2.28 620 620 11789.42 < 2 1 19.0152
2/27/2018 2.42 511 511 10313.41 �< 2 1 20.1828
2/28/2018 2.75 414 414 9495.09 < 2 1 22.935
3/1/2018 3 348 348 8706.96 < 2 1 25.02
3/2/2018 2.14 312 312 5568.451 < 2 1 17.8476
j 3/5/2018 2.05 265 265 4530.705 < 2 1 17.097
Data Submitted lot nvvri LuLu.xrsx
INF,HW,EFF Data
Page 6 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m_ Calculation lbs
3/6/2018 1.97 387 387 6358.333 < 2 1 16.4298
3/7/2018 2.1 357 357 6252.498 < 2 1 17.514
3/8/2018 2.1 372 372 6515.208 < 2 1 17.514
3/9/2018 2.3 430 430 8248.26 < 2 1 19.182
3/12/2018 2.47 402 402 8281.12 < 2 1 20.5998
3/13/2018 2.86 i 343 343 8181.373 < 2 1 23.8524
3/14/2018 2.97 _ 339 339 8396.962 < 2: 1 24.7698
3/15/2018 2.9 340 340 8223.24 < 2 1 24.186
,
3/16/2018 2.75 436 436 9999.66 < 2 1 22.935
3/19/2018 2.62 283 283 6183.776 < 2 1 21.8508
3/20/2018 3.04 337 337 8544.163 < 2 1 25.3536
3/21/2018 2.83 431 431 10172.55 < 2 1 23.6022
3/22/2018 2.77 294 294 6791.929 < 2 1 23.1018
3/23/2018 2.8 291 291 6795.432 <' 2 1 23.352
3/26/2018 2.93 229 229 5595.89 < 2 1 24.4362
3/27/2018 2.99 372 372 9276.415 <_ 2 1 24.9366
3/28/2018 2.71 321 321 7255.049 < 2 1 22.6014
3/29/2018 2.92 409 409 9960.295 < 2 1 24.3528
4/2/2018 2.07 306 306 5282.723 < 2 1 17.2638
4/3/2018 2.16 352 352 6341.069 < 2 1 18.0144
4/4/2018 2.51 531 531 11115.64 < 2 1 20.9334
4/5/2018 2.4 450 450 9007.2 < 2 1 20.016
4/6/2018 2.57 446 446 9559.475 < 2 1 21.4338
4/9/2018 2.26 341 341 6427.304 < 2 1 18.8484
4/10/2018 2.41 365 365 7336.281 < 2 1 20.0994
4/11/2018 2.27 428 428 8102.81 < 2 1 18.9318
4/12/2018 2.49 377 377 7829.008 < 2 1 20.7666
4/13/2018 2.1 447 447 7828.758 < 2 1 17.514
4/16/2018 4.04 207 207 6974.575 < 2t 1 33.6936
4/17/2018 3.23 247 247 6653.735 < 2` 1 26.9382
4/18/2018 3.09 228 228 5875.697 < 2 1 25.7706
4/19/2018 2.69 269 269 6034.907 < 2 1 22.4346
4/20/2018 2.74 496 496 11334.39 < 2 1 22.8516
4/23/2018 3.44 323 323 9266.741 < 2 1 28.6896
4/24/2018 5.43 235 235 10642.26 2.5 2.5 113.2155
4/25/2018 4.9 201 201 8214.066 4.8 4.8 196.1568
4/26/2018 4.38 267 267 9753.296 < 2 1 36.5292
4/27/2018 3.52 276 276 8102.477 < 2 1 29.3568
4/30/2018 2.94 370 370 9072.252 < 2 1 24.5196
5/1/2018 2.76 394 394 9069.25 < 2 1 23.0184
5/2/2018 2.68 396 396 8851.075 < 2 1 22.3512
5/3/2018 2.71 457 457 10328.84 < 2 1 22.6014
5/4/2018 2.51 393 393 8226.826 < 2 1 20.9334
5/7/2018 2.76 298 298 6859.483 < 2 1 23.0184
5/8/2018 2.65 309 309 6829.209 < 2 1 22.101
5/9/2018 2.64 335 335 7375.896 < 2 1 22.0176
5/10/2018 2.53 403 403 8503.381 < 2 1 21.1002
5/11/2018 2.3 345 345 6617.79 < 2 1 19.182
5/14/2018 2.1 460 460 8056.44 < 2 1 17.514
5/15/2018 2.27 305 305 5774.199 < 2 1 18.9318
5/16/2018 2.76 363 363 8355.679 < 2 1 23.0184
Data Submitted iut nvvrp LuLu.xisx
INF,HW,EFF Data
Page 7 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m! Calculation lbs
5/17/2018 2.81 298 298 6983.749 < 2 1 23.4354
5/18/2018 5.32 411 411 18235.58 < 2 1 44.3688
5/21/2018 3.74 240 240 7485.984 < 2 1 31.1916
5/22/2018 3.47 215 215 6222.057 < 2 1 28.9398
5/23/2018 3.32 315 315 8721.972 < 2 1 27.6888
5/24/2018 2.82 386 386 9078.257 < 2 1 23.5188
5/25/2018 3.26 362 362 9842.201 < 2 1 27.1884
5/29/2018 4.31 248 248 8914.459 < 2 1 35.9454
5/30/2018 5.18 199 199 8597.039 < 2 1 43.2012
5/31/2018 4.84 141 141 5691.55 < 2 1 40.3656
6/1/2018 4.22 263 263 9256.232 < 2 1 35.1948
6/4/2018 3.47 188 188 5440.682 < 2 1 28.9398
6/5/2018 3.29 318 318 8725.475 < 2 1 27.4386
6/6/2018 2.86 316 316 7537.358 < 2 1 23.8524
6/7/2018 2.75 309, 309 7086.915 < 2 1 22.935
6/8/2018 2.65 275 275 6077.775 < 2 1 22.101
6/11/2018 2.55 272 272 5784.624 < 2 1 21.267
6/12/2018 2.5 371 371, 7735.35 < 2 1 20.85
6/13/2018 2.86 1410 1410 33631.88 < 2 1 23.8524
6/14/2018 2.65 329 329 7271.229 < 2 1 22.101
6/15/2018 2.41 327 327 6572.504 < 2 1 20.0994
6/18/2018 2.53 344 344 7258.469 < 2 1 21.1002
6/19/2018 2.58 331 331 7122.193 < 2 1 21.5172
6/20/2018 2.4 347 347 6945.552 < 2 1 20.016
6/21/2018 2.46 427 427 8760.503 < 2 1 20.5164
6/22/2018 2.24 419 419 7827.59 < 2 1 18.6816
6/25/2018 2.22 278 278 5147.114 < 2 1 18.5148
6/26/2018 2.4 294 294 5884.704 < 2 1 20.016
6/27/2018 2.38 413 413 8197.72 < 2 1 19.8492
6/28/2018 2.22 417 417 7720.672 < 2 1 18.5148
6/29/2018 2.25 332 332 6229.98 < 2 1 18.765
7/2/2018 2.25 276 276 5179.14 < 2 1 18.765
7/3/2018 2.22 382 382 7072.654 < 2 1 18.5148
7/5/2018 2.2 278 278 5100.744 < 2 1 18.348
7/6/2018 2.15 288 288 5164.128 < 2 1 17.931
7/9/2018 2.13 258 258 4583.164 < 2 1 17.7642
7/10/2018 2.11 363 363 6387.856 < 2 1 17.5974
7/11/2018 2.23 349 349 6490.772 < 2 1 18.5982
7/12/2018 2.31 368 368 7089.667 < 2 1 19.2654
7/13/2018 2.26 423 423 7972.873 < 2 1 18.8484
7/16/2018 2.26 294 294 5541.43 < 2 1 18.8484
7/17/2018 2.04 300 300 5104.08 < 2 1 17.0136
7/18/2018 2.23 385 385 7160.307 < 2 1 18.5982
7/19/2018 2.03 317 317 5366.873 < 2 1 16.9302
7/20/2018 2.04 358 358 6090.869 < 2 1 17.0136
7/23/2018 2.24 293 293 5473.709 < 2 1 18.6816
7/24/2018 2.43 280 280 5674.536 < 2 1 20.2662
7/25/2018 2.41 338 338 6793.597 < 2 1 20.0994
7/26/2018 2.28 385 385 7320.852 < 2 1 19.0152
7/27/2018 2.3 381 381 7308.342 < 2 1 19.182
7/30/2018_ 2.24 362 362 6762.739 < 2 1 18.6816
Data Submitt-.ror rtvvM Lutu.xrax
INF,HW,EFF Data
Page 8 of 240 pages
9/18/2020, 3.42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m: Calculation lbs
7/31/2018 2.37 389 389 7688.896 < 2 1 19.7658
8/1/2018 2.42 269 269 5429.173 < 2 1 20.1828
8/2/2018 3 277 277 6930.54 < 2 1 25.02
8/3/2018 3.78 329 329 10371.79 < 2 1 31.5252
8/6/2018 2.57 207 207 4436.797 < 2 1 21.4338
8/7/2018 2.49 221 221 4589.419 < 2 1 20.7666
8/8/2018 2.5 344 344 7172.4 < 2 1 20.85
8/9/2018 2.4 325 325 6505.2 < 2 1 20.016
8/10/2018 2.43 308 308 6241.99 < 2 1 20.2662
8/13/2018 2.51 242 242 5065.883 < 2 1 20.9334
8/14/2018 2.6 290 290 6288.36 < 2_ 1 21.684
8/15/2018 2.83 282 282 6655.82 < 2 1 23.6022
8/16/2018 2.44 279 279 5677.538 < 2 1 20.3496
8/17/2018 2.88 431 431 10352.28 < 2 1 24.0192
8/20/2018 2.88 348 348 8358.682 < 2 1 24.0192
8/21/2018 3.55 279 279 8260.353 < 2 1 29.607
8/22/2018 3.15 370 370 9720.27 < 2 I 26.271
8/23/2018 2.82 340 340 7996.392 < 2 1 23.5188
8/24/2018 2.28 330 330 6275.016 < 2 1 19.0152
8/27/2018 2.68 292 292 6526.55 < 2 1 22.3512
8/28/2018 2.25 335 335 6286.275 < 2 1 18.765
8/29/2018 2.7 407 407 9164.826 < 2 1 22.518
4 ' 1 22.0176
8/30/2018 2.64 341 3 1 7508.002 < 2
8/31/2018 2.67 346 346 7704.659 < 2 1 22.2678
9/4/2018 2.58 382 382 8219.57 < 2� 1 21.5172
9/5/2018 2.45 394 394 8050.602 < 2 1 20.433
9/6/2018 2.51 359 359 7515.091 < 2 1 20.9334
9/7/2018 2.36 383 383 7538.359 < 2 1 19.6824
9/10/2018 2.6 263 263 5702.892 < 2 I 21.684
9/11/2018 2.73 333 333 7581.811 < 2 1 22.7682
9/12/2018 2.98 312 312 7754.198 < 2 1 24.8532
9/13/2018 2.64 436 436 9599.674 < 2 1 22.0176
9/14/2018 2.37 468 468 9250.394 < 2 1 19.7658
9/17/2018 6.22 92 92 4772.482 < 2 1 51.8748
9/18/2018 4.2 1 169 169 5919.732 < 2 1 35.028
9/19/2018 3.61 231 231 6954.809 < 2 1 30.1074
9/20/2018 3.16 240 240 6325.056 < 2 1 26.3544
9/21/2018 2.82 349 349 8208.061 < 2 I 23.5188
9/24/2018 2.94 260 260 6375.096 < 2 1 24.5196
9/25/2018 3.04 392 392 9938.611 < 2 1 25.3536
9/26/2018 2.81 313 313 7335.28 < 2 1 23.4354
9/27/2018 2.73 301 301 6853.228 < 2 1 22.7682
9/28/2018 2.86 328 328 7823.587 < 2 1 23.8524
-
10/1/2018 2.77 261 261 6029.57 < 2 1 23.1018
10/2/2018 2.61 255 255 5550.687 < 2 1 21.7674
10/3/2018 2.62 302 302 6598.942 < 2 1 21.8508
10/4/2018 2.66 544 544 12068.31 < 2 1 22.1844
10/5/2018 2.7 388 388 8736.984 < 2 1 22.518
10/8/2018 2.84 322 322 7626.763 < 2 1 23.6856
10/9/2018 2.9 312 312 7546.032 < 2 1 24.186
10/10/2018 4.15 384 384 13290.62 < 2 1 34.611
Data Submittel mu MVVA cucu.xisx
INF,HW,EFF Data
Page 9 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/11/2018 8.17 178 178 12128.53 2.7 2.7 183.9721
10/12/2018 4.75 83 83 3288.045 < 2 1 39.615
10/15/2018 3.3 212 212 5834.664 < 2 1 27.522
10/16/2018 3.22 298 298 8002.73 < 2 1 26.8548
10/17/2018 3.27 287 287 7827.007 < 2 1 27.2718
10/18/2018 3.08 260 260 6678.672 < 2_ 1 25.6872
10/19/2018 2.67 314 314 6992.089 < 2 1 22.2678
10/22/2018 2.6 275 275 5963.1 < 2 1 21.684
10/23/2018 2.84 328 328 7768.877 < 2_ 1 23.6856
10/24/2018 2.69 318 318 7134.203 < 2 1 22.4346
10/25/2018 2.54 306 306 6482.182 < 2 1 21.1836
10/26/2018 3.36 323 323 9051.235 < 2 1 28.0224
10/29/2018 3.12 i 288 288 7493.99 < 2 1 26.0208
10/30/2018 3.05 282 282 7173.234 < 2 1 25.437
10/31/2018 3.04 306 306 7758.202 < 2 1 25.3536
11/1/2018 2.94 i 347 347 8508.301 < 2 I 24.5196
11/2/2018 3.07 374 374 9575.821 < 2/ I 25.6038
11/5/2018 2.79 341 341 7934.593 < 2 1 23.2686
11/6/2018 2.99 327 327 8154.268 < 2 1 24.9366
11/7/2018 2.74 313 313 7152.551 < 2 1 22.8516
11/8/2018 2.53 304 304 6414.461 < 2 1 21.1002
11/9/2018 2.67 334 334 7437.445 < 2 1 22.2678
11/13/2018 2.99 276 276 6882.502 < 2 1 24.9366
11/14/2018 2.75 305 305 6995.175 < 2 1 22.935
11/15/2018 4.39 266 266 9738.952 < 2 1 36.6126
11/16/2018 3.48 227 227 6588.266 < 2 1 29.0232
11/19/2018 2.89 269 269 6483.599 < 2 1 24.1026
11/20/2018 2.74 287 287 6558.409 < 2 1 22.8516
11/21/2018 2.31 331 331 6376.847 < 2 1 19.2654
11/26/2018 3.11 238 238 6173.101 < 2 1 25.9374
-4--
11/27/2018 2.95 265 265 6519.795 < 2 1 24.603
11/28/2018 2.7 308 308 6935.544 < 2 I 22.518
11/29/2018 2.98 308 308 7654.786 < 2 1 24.8532
11/30/2018 2.79 298 298 6934.043 < 2 1 23.2686
`12/3/2018 2.79 251 251 5840.419 < 2 1 23.2686
12/4/2018 2.8 326 326 7612.752 < 2 1 23.352
12/5/2018 2.79 390 390 9074.754 < 2 1 23.2686
12/6/2018 2.71 333 333 7526.266 < 2 1 22.6014
12/7/2018 2.53 399 399 8418.98 < 2 1 21.1002
12/10/2018 2.67 212 212 4720.774 < 2 1 22.2678
•
12/11/2018 2.98 198 198 4920.934 < 2 1 24.8532
12/12/2018 2.66 i 329 329 7298.668 < 2 1 22.1844
12/13/2018 2.66 290 290 6433.476 < 2 1 22.1844
12/14/2018 3.78 290 290 9142.308 < 2 I 31.5252
12/17/2018 3.41 166 166 4720.94 < 2 1 28.4394
12/18/2018 2.97 i 210 210 5201.658 < 2 1 24.7698
12/19/2018 2.85 258 258 6132.402 < 2 1 23.769
12/20/2018 3.73 373 373 11603.36 < 2 1 31.1082
12/21/2018 5.57 177 177 8222.323 < 2 1 46.4538
12/27/2018 2.85 190 190 4516.11 < 2 1 23.769
12/28/2018 5.27 213 213 9361.733 < 2 1 43.9518
Data Submitted 1UI iVVH LULU.XISX
INF,HW,EFF Data
Page 10 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m Calculation lbs
12/31/2018 3.09 i 153 153 3942.902 < 2 1 25.7706
1/2/2019 2.93 172 172 4203.026 < 2 1 24.4362
1/3/2019 2.86 249 249 5939.248 < 2 1 23.8524
1/4/2019 3.38 271 271 7639.273 < 2 1 28.1892
1/7/2019 2.78 173 173 4011.04 < 2 1 23.1852
1/8/2019 2.79 255 255 5933.493 < 2 1 23.2686
1/9/2019 2.52 193 193 4056.242 < 2 1 21.0168
1/10/2019 2.65 282 282 6232.482 < 2 1 22.101
1/11/2019 2.41 286 286 5748.428 < 2 1 20.0994
1/14/2019 2.91 201 201 4878.149 < 2 1 24.2694
1/15/2019 3 330 330 8256.6 < 2_ 1 25.02
1/16/2019 2.76 317 317 7296.833 < 2 1 23.0184
1/17/2019 2.71 306 306 6916.028 < 2 1 22.6014
1/18/2019 2.61 305 305 6639.057 < 2 1 21.7674
1/22/2019 2.71 240 240 5424.336 < 2 1 22.6014
1/23/2019 3.26 249 249 6769.912 < 2 1 27.1884
1/24/2019 4.86 404 404 16375.09 < 2 1 40.5324
1/25/2019 3.33 302 302 8387.204 < 2 1 27.7722
1/28/2019 2.9 231 231 5586.966 < 2 1 24.186
1/29/2019 2.95 264 264 6495.192 < 2 1 24.603
1/30/2019 2.69 438 438 9826.355 < 2 1 22.4346
1/31/2019 2.6 306 306 6635.304 < 2 1 21.684
2/1/2019 2.73 298 298 6784.924 < 2' 1 22.7682
2/4/2019 2.67 280 280 6234.984 2.7 2.7 60.12306
2/5/2019 2.75 281 281 6444.735 2.2 2.2 50.457
2/6/2019 2.67 454 454 10109.58 2 2 44.5356
2/7/2019 2.84 367 367 8692.615 < 2 1 23.6856
2/8/2019 2.38 405 405 8038.926 < 2 1 19.8492
2/11/2019 2.56 275 275 5871.36 < 2 1 21.3504
2/12/2019 3 267 267 6680.34 < 2 1 25.02
2/13/2019 2.67 294 294 6546.733 < 2 1 22.2678
2/14/2019 2.5 477 477 9945.45 < 2 1 20.85
2/15/2019 2.42 434 434 8759.335 < 2 1 20.1828
2/18/2019 2.94 287 287 7037.125 < 2 1 24.5196
2/19/2019 2.51 317 317 6635.888 ,< 2 1 20.9334
2/20/2019 2.87 299 299 7156.804 < 2 1 23.9358
2/21/2019 3.47 232 232 6714.034 < 2 1 28.9398
2/22/2019 3.06 339 339 8651.416 < 2 1 25.5204
~
2/25/2019 3.46 219 219 6319.552 < 2 1 28.8564
2/26/2019 3.23 280 280 7542.696 < 2 1 26.9382
2/27/2019 2.97 359 359 8892.358 < 2 1 24.7698
2/28/2019 2.99 276 276 6882.502 < 2 1 24.9366
3/1/2019 2.86 286 286 6821.786 < 2 1 23.8524
3/4/2019 2.19 186 186; 3397.216 < 2 1 18.2646
3/5/2019 2.24 222 222 4147.315 < 2 1 18.6816
3/6/2019 2.15 - 257 257 4608.267 < 2 1 17.931
3/7/2019 2.1 352 352 6164.928 < 2 1 17.514
3/8/2019 2.35 353 353 6918.447 < 2 1 19.599
3/11/2019 2.95 234 234 5757.102 < 2 1 24.603
3/12/2019 2.76 286 286 6583.262 < 2 1 23.0184
3/13/2019 2.62 558 558 12192.75 < 2 1 21.8508
Data SubmittA wi nvvm aeu.xiax
INF,HW,EFF Data
Page 11 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in - Used in
Sample Date mgd < mg/L Calculation lbs < Calculation lbs
3/14/2019 2.61 280 280 6094.872 2.1 2.1 45.71154
3/15/2019 2.59 409 409 8834.645 < 2 1 21.6006
3/18/2019 2.65 301, 301 6652.401 < 2 1 22.101
3/19/2019 2.42 308 308 6216.302 < 2 1 20.1828
3/20/2019 2.5 393 393 8194.05 < 2 1 20.85
3/21/2019 2.51 410 410 8582.694 < 2 1 20.9334
3/22/2019 2.46 341 341 6996.092 < 2 1 20.5164
3/25/2019 2.52 364 364 7650.115 < 2 1 21.0168
3/26/2019 2.67 354 354 7882.801 < 2 1 22.2678
3/27/2019 2.44 417 417 8485.783 < 2 1 20.3496
3/28/2019 2.49 423 423 8784.272 < 2 1 20.7666
3/29/2019 2.34 458 458 8938.145 < 2 1 19.5156
4/1/2019 2.48 322 322 6659.99 2.3 2.3 47.57136
4/2/2019 2.35 418 418 8192.382 2.7 2.7 52.9173
4/3/2019 2.46 462 462 9478.577 3 3 61.5492
4/4/2019 2.32 443 443 8571.518 3.1 3.1 59.98128
4/5/2019 2.57 420 420 9002.196 3 3 64.3014
4/8/2019 2.43 308 308 6241.99 2.7 2.7 54.71874
4/9/2019 2.59 350 350 7560.21 2.2 2.2 47.52132
4/10/2019 2.51 493 493 10320.17 < 2 1 20.9334
4/11/2019 2.35 336 336 6585.264 < 2 1 19.599
4/12/2019 2.51 451 451 9440.963 < 2 1 20.9334
4/15/2019 3.97 163 163 5396.897 < 2 1 33.1098
4/16/2019 3.25 334 334 9053.07 < 2 1 27.105
4/17/2019 3.3 307 307 8449.254 < 2 1 27.522
4/18/2019 2.84 424 424 10042.69 < 2 1 23.6856
4/22/2019 3.22 i 193 193 5182.976 < 2 1 26.8548
4/23/2019 2.9 318 318 7691.148 < 2 1 24.186
4/24/2019 2.56 426 426 9095.27 < 2 1 21.3504
4/25/2019 2.65 395 395 8729.895 < 2 1 22.101
4/26/2019 2.78 446 446 10340.6 < 2 1 23.1852
4/29/2019 2.75 424 424 9724.44 < 2 1 22.935
4/30/2019 2.54, 311 311 6588.1 < 2 1 21.1836
5/1/2019 2.55 340 340 7230.78 2.1 2.1 44.6607
5/2/2019 2.74 320 320 7312.512 2.2 2.2 50.27352
5/3/2019 2.48 357 357 7383.902 2 2 41.3664
5/6/2019 2.55 314 314 6677.838 < 2 1 21.267
5/7/2019 2.76 317 317 7296.833 < 2 1 23.0184
5/8/2019 2.52 403 403 8469.77 < 2 1 21.0168
5/9/2019 2.45 413 413 8438.829 < 2 I 20.433
5/10/2019 2.31 510 510 9825.354 < 2 1 19.2654
5/13/2019 2.33 316 316, 6140.575 < 2 I 19.4322
5/14/2019 2.13 313 313 5560.195 < 2 1 17.7642
5/15/2019 2.09 533 533 9290.51 < 2 I 17.4306
5/16/2019 1.95 313 313 5090.319 < 2 1 16.263
5/17/2019 2.26 403 403 7595.905 < 2 I 18.8484
5/20/2019 2.14 263 263 4693.919 < 2 I 17.8476
5/21/2019 2.26, 349 349 6578.092 < 2 I 18.8484
5/22/2019 2.1 315 315 5516.91 < 2 1 17.514
5/23/2019 2.05 367 367 6274.599 < 2 I 17.097
5/24/2019 2.05 385 385 6582.345 < 2 1 17.097
Data Submitted iui nvvA Lum.xlsx
INF,HW,EFF Data
Page 12 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Intluent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
5/28/2019 2.1 340 340 5954.76 < 2 1 17.514
5/29/2019 2.27 311 311 5887.79 < 2 1 18.9318
5/30/2019 2.01 337 337 5649.266 < 2 1 16.7634
5/31/2019 2.24 477 477 8911.123 < 2 1 18.6816
6/3/2019 2.16 321 321 5782.622 < 2 1 18.0144
6/4/2019 2.02 304 304 5121.427 < 2 1 16.8468
6/5/2019 2.19 577 577 10538.67 < 2 1 18.2646
6/6/2019 2.19 423 423 7725.926 < 2 1 18.2646
6/7/2019 2.51 420 420 8792.028 < 2 1 20.9334
6/10/2019 4.56 86.7 86.7 3297.236 < 2 1 38.0304
6/11/2019 3.78 166 166 5233.183 < 2 1 31.5252
6/12/2019 3.57 253 253 7532.771 < 2 1 29.7738
6/13/2019 2.9 234 234 5659.524 < 2 1 24.186
6/14/2019 2.35 254 254 4978.146 < 2 1 19.599
6/17/2019 2.54 252 252 5338.267 < 2 1 21.1836
6/18/2019 3.38 272 272 7667.462 < 2 1 28.1892
6/19/2019 3.54 159 159 4694.252 < 2 1 29.5236
6/20/2019 2.83 281 281 6632.218 < 2 1 23.6022
6/21/2019 2.71 394 394 8904.952 < 2 1 22.6014
6/24/2019 2.68 221 221 4939.615 < 2 1 22.3512
6/25/2019 2.6 386 386 8370.024 < 2 1 21.684
6/26/2019 2.54 297 297 6291.529 < 2 1 21.1836
6/27/2019 2.34 374 374 7298.834 < 2 1 19.5156
6/28/2019 2.37 360 360 7115.688 < 2 1 19.7658
7/1/2019 2.23 224 224 4165.997 < 2 1 18.5982
7/2/2019 2.39 463 463 9228.794 < 2 1 19.9326
7/3/2019 2.33 462 462 8977.676 < 2 1 19.4322
7/5/2019 2.27 287 287 5433.427 < 2 1 18.9318
7/8/2019 2.54 260 260 5507.736 < 2 1 21.1836
7/9/2019 2.8 366 366 8546.832 < 2 1 23.352
7/10/2019 2.92 593 593 14441.21 < 2 1 24.3528
7/11/2019 2.82 532 532 12512 < 2 1 23.5188
7/12/2019 2.54 543 543 11502.69 < 2 1 21.1836
7/15/2019 2.38 272 272 5398.982 < 2 1 19.8492
7/16/2019 2.54 350 350 7414.26 < 2 1 21.1836
7/17/2019 2.25 414 414 7768.71 < 2 1 18.765
7/18/2019 2.37 535 535 10574.7 < 2 1 19.7658
7/19/2019 2.09 386 386 6728.212 < 2 1 17.4306
7/22/2019 2.51 255 255 5338.017 < 2 1 20.9334
7/23/2019 2.62 313 313 6839.3 < 2 1 21.8508
7/24/2019 2.4 340 340 6805.44 < 2 1 20.016
7/25/2019 2.12 466 466 8239.253 < 2 I 17.6808
7/26/2019 2.38 458 458 9090.934 < 2 1 19.8492
7/29/2019 2.22 333 333 6165.428 < 2 1 18.5148
7/30/2019 2.21 375 375 6911.775 < 2 1 18.4314
7/31/2019 2.33 347 347 6742.973 < 2 1 19.4322
8/1/2019 1.97 345 345 5668.281 < 2 1 16.4298
8/2/2019 2.43 533 533 10801.88 < 2 1 20.2662
8/5/2019 2.39 284 284 5660.858 < 2 1 19.9326
8/6/2019 2.19 295 295 5388.057 < 2 1 18.2646
8/7/2019 2.25 361 361 6774.165 < 2 1 18.765
Data Submitt Tut nvvA LULu.xisx
INF,HW,EFF Data
Page 13 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L. Calculation lbs < m Calculation lbs
8/8/2019 2.12 478 478 8451.422 < 2 1 17.6808
8/9/2019 2.05 359 359 6137.823 < 2 1 17.097
8/12/2019 2.3 322 322 6176.604 < 2 1 19.182
8/13/2019 2.52 365 365 7671.132 < 2 1 21.0168
8/14/2019 2.36 314 314 6180.274 < 2 1 19.6824
8/15/2019 2.37 380 380 7511.004 < 2 1 19.7658
8/16/2019 2.26 504 504 9499.594 < 2 1 18.8484
8/19/2019 2.44 330 330 6715.368 < 2 1 20.3496
8/20/2019 2.72 384 384 8710.963 < 2 1 22.6848
8/21/2019 2.45 424 424 8663.592 < 2 1 20.433
8/22/2019 2.41 420 420 8441.748 < 2 1 20.0994
8/23/2019 2.43 481 481 9748.042 < 2 1 20.2662
8/26/2019 2.5 340 340 7089 < 2 1 20.85
8/27/2019 2.52 369 369 7755.199 < 2 1 21.0168
8/28/2019 2.64 454 454 9995.99 < 2 1 22.0176
8/29/2019 2.27 488 488 9238.718 < 2 1 18.9318
8/30/2019 2.5 434 434 9048.9 < 2 1 20.85
9/3/2019 2.62 300 300 6555.24 < 2 1 21.8508
9/4/2019 2.36 418 418 8227.243 < 2 1 19.6824
9/5/2019 2.63 343 343 7523.431 < 2 1 21.9342
9/6/2019 2.4 359 359 7185.744 < 2 1 20.016
9/9/2019 2.47 356 356 7333.529 < 2 1 20.5998
9/10/2019 2.45 393 393 8030.169 < 2 1 20.433
9/11/2019 2.4 470 470 9407.52 < 2 1 20.016
9/12/2019 2.33 376 376 7306.507 < 2 1 19.4322
9/13/2019 2.48 493 493 10196.82 < 2 1 20.6832
9/16/2019 2.57 304 304 6515.875 < 2 1 21.4338
9/17/2019 2.34 326 326 6362.086 < 2 1 19.5156
9/18/2019 2.4 376 376 7526.016 < 2 1 20.016
9/19/2019 2.22 374 374 6924.535 < 2 1 18.5148
9/20/2019 2.47 405 405 8342.919 < 2 1 20.5998
9/23/2019 2.3 304 304 5831.328 < 2 1 19.182
9/24/2019 2.42 376 376 7588.733 < 2 1 20.1828
9/25/2019 2.48 453 453 9369.49 < 2 1 20.6832
_ 9/26/2019 2.23 393 393 7309.093 < 2 1 18.5982
9/27/2019 2.39 363 363 7235.534 < 2 1 19.9326
9/30/2019 2.44 310 310 6308.376 2.1 2.1 42.73416
10/1/2019 2.5 343 343 7151.55 < 2 I 20.85
10/2/2019 2.25, 506 506 9495.09 < 2 1 18.765
10/3/2019 2.46 408 408 8370.691 < 2 1 20.5164
10/4/2019 2.29 613 613 11707.44 < 2 1 19.0986
10/7/2019 2.55 396 396 8421.732 < 2 1 21.267
10/8/2019 2.55 339 339 7209.513 < 2 1 21.267
10/9/2019 2.36 433 433 8522.479 < 2 1 19.6824
10/10/2019 2.26 437 437 8236.751 < 2 1 18.8484
10/11/2019 2.15 581 581 10417.91 < 2 1 17.931
10/14/2019 1.79 265 265 3956.079 < 2 I 14.9286
10/15/2019 2.03 320 320 5417.664 < 2 1 16.9302
10/16/2019 2.36 722 722 14210.69 < 2 I 19.6824
10/17/2019 2.2 466 466 8550.168 < 2 1 18.348
10/18/2019 2.32 591 591 11435.14 < 2 1 19.3488
Data Submitted rur nvvM LuLu.xJbx
INF,HW,EFF Data
Page 14 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW BOD
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/21/2019 2.41 292 292 5869.025 < 2 1 20.0994
.
10/22/2019 3.41 380 380 10806.97 < 2 1 28.4394
10/23/2019 2.44 1 268 268 5453.693 < 2 1 20.3496
10/24/2019 2.65 358 358 7912.158 < 2 1 22.101
10/25/2019 2.67 320 320 7125.696 < 2 1 22.2678
10/28/2019 3.4 236 236 6692.016 < 2 1 28.356
10/29/2019 2.72 309 309 7009.603 < 2 1 22.6848
10/30/2019 3.08 1 370 370 9504.264 < 2 1 25.6872
10/31/2019 4.39 263 263 9629.114 < 2 1 36.6126
11/1/2019 3.39 236 236 6672.334 < 2 1 28.2726
11/4/2019 2.72 269 269 6102.211 < 2 1 22.6848
11/5/2019 2.53 341 341 7195.168 < 2 1 21.1002
11/6/2019 2.77 391 391 9032.804 < 2 1 23.1018
11/7/2019 2.44 436 436 8872.426 < 2 1 20.3496
11/8/2019 1.38 594 594 6836.465 < 2 1 11.5092
11/12/2019 2.31 392 392 7552.037 < 2 1 19.2654
11/13/2019 2.72 386 386 8756.333 < 2 1 22.6848
11/14/2019 2.67 391 391 8706.71 < 2 1 22.2678
11/15/2019 2.29 333 333 6359.834 < 2 1 19.0986
11/18/2019 2.38 297 297 5895.212 < 2 1 19.8492
11/19/2019 2.56 407 407 8689.613 < 2 1 21.3504
`
11/20/2019 2.35 423 423 8290.377 < 2 1 19.599
11/21/2019 2.35 489 489 9583.911 < 2 1 19.599
11/22/2019 2.29 439 439 8384.285 < 2 1 19.0986
11/25/2019 2.74 1 343 343 7838.099 < 2 1 22.8516
11/26/2019 2.3 451 451 8651.082 < 2 1 19.182
11/27/2019 2.2 425 425 7797.9 < 2 1 18.348
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 15 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
1 FLOW TSS
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
12/7/2016 2.43 243 243 4924.687 < 2.5 1.25 25.33275
12/8/2016 2.04 300 300 5104.08 < 2.5 1.25 21.267
12/9/2016 1.71 340 340 4848.876 < 2.5 1.25 17.82675
12/12/2016 1.79 507 507 7568.8 < 2.5 1.25 18.66075
12/13/2016 1.79 497 497 7419.514 < 2.5 1.25 18.66075
12/14/2016 1.69 616 616 8682.274 < 2.5 1.25 17.61825
12/15/2016 1.57 530 530 6939.714 < 2.5 1.25 16.36725
12/16/2016 1.54 338 338 4341.137 < 2.5 1.25 16.0545
12/19/2016 1.61 523 523 7022.53 < 2.5 1.25 16.78425
12/20/2016 1.73 388 388 5598.142 < 2.5 1.25 18.03525
12/21/2016 1.73 333 333 4804.591 < 2.5 1.25 18.03525
12/22/2016 1.62 680 680 9187.344 < 2.5 1.25 16.8885
12/28/2016 1.61 677 677 9090.35 < 2.5 1.25 16.78425
12/29/2016 1.87 541 541 8437.328 < 2.5 1.25 19.49475
12/30/2016 1.64 467 467 6387.439 < 2.5 1.25 17.097
1/3/2017 2.1 420 420 7355.88 < 2.5 1.25 21.8925
1/4/2017 1.91 353 353 5623.078 < 2.5 1.25 19.91175
1/5/2017 1.75 393 393 5735.835 < 2.5 1.25 18.24375
1/6/2017 1.69 516 516 7272.814 < 2.5 1.25 17.61825
1/9/2017 1.78 162 162 2404.922 < 2.5 1.25 18.5565
1/10/2017 1.71 196 196 2795.234 < 2.5 1.25 17.82675
1/11/2017 2.19 252 252 4602.679 < 2.5 1.25 22.83075
1/12/2017 2.1 368 368 6445.152 < 2.5 1.25 21.8925
1/13/2017 2.03 336 336 5688.547 < 2.5 1.25 21.16275
1'17/2017 2.66 314 314 6965.902 < 2.5 1.25 27.7305
1/18/2017 2.47 348 348 7168.73 < 2.5 1.25 25.74975
1/19/2017 2.37 373 373 7372.643 < 2.5 1.25 24.70725
1/20/2017 2.26 351 351 6615.788 < 2.5 1.25 23.5605
1/23/2017 4.31 416 416 14953.29 < 2.5 1.25 44.93175
1/24/2017 3.26 248 248 6742.723 < 2.5 1.25 33.9855
1/25/2017 2.65 363 363 8022.663 < 2.5 1.25 27.62625
1/26/2017 2.36 364 364 7164.394 < 2.5 1.25 24.603
1/27/2017 2.34 245 245 4781.322 < 2.5 1.25 24.3945
1/30/2017 2.28 277 277 5267.21 < 2.5 1.25 23.769
1/31/2017 2.56 303 303 6469.171 < 2.5 1.25 26.688
2/1/2017 2.3 644 644 12353.21 < 2.5 1.25 23.9775
2/2/2017 2.41 460 460 9245.724 < 2.5 1.25 25.12425
2/3/2017 2.14 272 272 4854.547 < 2.5 1.25 22.3095
2/6/2017 2.33 372 372 7228.778 < 2.5 1.25 24.29025
2/7/2017 2.28 493 493 9374.494 < 2.5 1.25 23.769
2/8/2017 2.38 295 295 5855.514 < 2.5 1.25 24.8115
2/9/2017 2.34 336 336 6557.242 < 2.5 1.25 24.3945
2/10/2017 2.35 548 548 10740.25 < 2.5 1.25 24.49875
2/13/2017 2.06 490 490 8418.396 < 2.5 1.25 21.4755
2/14/2017 2.46 556 556 11407.12 < 2.5 1.25 25.6455
2/15/2017 2.29 500 500 9549.3 < 2.5 1.25 23.87325
2/16/2017 2.28 500 500 9507.6 < 2.5 1.25 23.769
2/17/2017 2.26 376 376 7086.998 < 2.5 1.25 23.5605
2/20/2017 2.4 377 377 7546.032 < 2.5 1.25 25.02
2/21/2017 2.25 330 330 6192.45 < 2.5 1.25 23.45625
2/22/2017 2.24 388 388 7248.461 < 2.5 1.25 23.352
Data Submitted .r HWA 2o20.xds/23/2017 2.43 474 474 9606.179 < 2.5 1.25 25.33275
INF,HW,EFF Data
Page 16 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <Mil Calculation lbs
2/24/2017 2.17 369 369 6678.088 < 2.5 1.25 22.62225
2/27/2017 2.21 344 344 6340.402 < 2.5 1.25 23.03925
2/28/2017 2.16 375 375 6755.4 < 2.5 1.25 22.518
3/1/2017 2.4 308 308 6164.928 < 2.5 1.25 25.02
3/2/2017 2.28 277 277 5267.21 < 2.5 1.25 23.769
3/3/2017 2.1 364 364 6375.096 < 2.5 1.25 21.8925
3/6/2017 2.25 327 327 6136.155 < 2.5 1.25 23.45625
3/7/2017 2.34 291 291 5679.04 < 2.5 1.25 24.3945
3/8/2017 2.21 344 344 6340.402 < 2.5 1.25 23.03925
3/9/2017 2.17 428 428 7745.858 < 2.5 1.25 22.62225
3/10/2017 2.22 376 376 6961.565 < 2.5 1.25 23.1435
3/13/2017 1.54 214 214 2748.53 < 2.5 1.25 16.0545
3/14/2017 1.83 319 319 4868.642 < 2.5 1.25 19.07775
3/15/2017 1.55 260 260 3361.02 < 2.5 1.25 16.15875
3/16/2017 1.61 230 230 3088.302 < 2.5 1.25 16.78425
3/17/2017 1.86 297 297 4607.183 < 2.5 1.25 19.3905
3/20/2017 2.3 253 253 4853.046 < 2.5 1.25 23.9775
3/21/2017 2.26 368 368 6936.211 < 2.5 1.25 23.5605
3/22/2017 2.21 234 234 4312.948 < 2.5 1.25 23.03925
3/23/2017 2.17 304 304 5501.731 < 2.5 1.25 22.62225
3/24/2017 2.03 247 247 4181.759 < 2.5 1.25 21.16275
3/27/2017 2.33 413 413 8025.499 < 2.5 1.25 24.29025
3/28/2017 2.4 277 277 5544.432 < 2.5 1.25 25.02
3/29/2017 2.47 320 320 6591.936 < 2.5 1.25 25.74975
3/30/2017 2.21 244 244 4497.262 < 2.5 1.25 23.03925
3/31/2017 4.51 269 269 10118 < 2.5 1.25 47.01675
4/3/2017 3.25 200 200 5421 < 2.5 1.25 33.88125
4/4/2017 2.43 160 160 3242.592 < 2.5 1.25 25.33275
4/5/2017 2.61 223 223 4854.13 < 2.5 1.25 27.20925
4/6/2017 2.73 344 344 7832.261 < 2.5 1.25 28.46025
4/7/2017 2.64 336 336 7397.914 < 2.5 1.25 27.522
4/10/2017 2.6 347 347 7524.348 < 2.5 1.25 27.105
4/11/2017 2.96 377 377 9306.773 < 2.5 1.25 30.858
4/12/2017 2.24 333 333 6220.973 < 2.5 1.25 23.352
4/13/2017 2.4 423 423 8466.768 < 2.5 1.25 25.02
4/17/2017 1.93 432 432 6953.558 < 2.5 1.25 20.12025
4/18/2017 1.96 253 253 4135.639 < 2.5 1.25 20.433
4/19/2017 2.31 276 276 5317.25 < 2.5 1.25 24.08175
4/20/2017 2.42 329 329 6640.141 < 2.5 1.25 25.2285
4/21/2017 2.45 360 360 7355.88 < 2.5 1.25 25.54125
4/24/2017 4.2 192 192 6725.376 < 2.5 1.25 43.785
4/25/2017 3.5 138 138 4028.22 < 2.5 1.25 36.4875
4/26/2017 3.03 210 210 5306.742 3.3 3.3 83.39166
4/27/2017 5.47 275 275 12545.45 < 2.5 1.25 57.02475
4/28/2017 2.72 271 271 6147.581 < 2.5 1.25 28.356
5/1/2017 3.99 355 355 11813.19 < 2.5 1.25 41.59575
5/2/2017 3.88 198 198 6407.122 2.7 2.7 87.36984
5/3/2017 3.48 217 217 6298.034 < 2.5 1.25 36.279
5/4/2017 3.4 132 132 3742.992 < 2.5 1.25 35.445
5/5/2017 4.93 184 184 7565.381 < 2.5 1.25 51.39525
5/8/2017 2.84 208 208 4926.605 < 2.5 1.25 29.607
Data Submitted kr FIVVH cucu.xrax
INF,HW,EFF Data
Page 17 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999
J

Removal Rate Calculations
FLOW TSS
Influent Used in Effluent Used in
Sample Date mgd < ma/L Calculation lbs < mg/L Calculation lbs
5/9/2017 3.12 140 140 3642.912 < 2.5 1.25 32.526
5/10/2017 2.94 280 280 6865.488 < 2.5 1.25 30.6495
5/11/2017 2.76 254 254 5846.674 < 2.5 1.25 28.773
5/12/2017 3.12 277 277 7207.762 < 2.5 1.25 32.526
1 IIMmionl
5/15/2017 2.25 286 286 5366.79 < 2.5 1.25 23.45625
5/16/2017 2.364 681 681 13403.71 < 2.5 1.25 24.603
5/17/2017 2.2 767 767 14072.92 < 2.5 1.25 22.935
5/18/2017 3.23 1130 1130 30440.17 < 2.5 1.25 33.67275
5/19/2017 2.22 440 440 8146.512 < 2.5 1.25 23.1435
5/22/2017 2.8 158 158 3689.616 < 2.5 1.25 29.19
5/23/2017 3.94 197 197 6473.341 < 2.5 1.25 41.0745
5/24/2017 4.25 129 129 4572.405 < 2.5 1.25 44.30625
5/25/2017 3.66 183 183 5585.965 < 2.5 1.25 38.1555
5/26/2017 2.95 264 264 6495.192 < 2.5 1.25 30.75375
5/30/2017 2.44 304 304 6186.278 < 2.5 1.25 25.437
5/31/2017 2.4 258 258 5164.128 < 2.5 1.25 25.02
6/1/2017 2.4 241 241 4823.856 < 2.5 1.25 25.02
6/2/2017 2.26 340 340 6408.456 < 2.5 1.25 23.5605
6/5/2017 2.56 235 235 5017.344 < 2.5 1.25 26.688
6/6/2017 2.35 360 360 7055.64 < 2.5 1.25 24.49875
6/7/2017 2.52 335 335 7040.628 < 2.5 1.25 26.271
6/8/2017 2.24 225 225 4203.36 < 2.5 1.25 23.352
6/9/2017 2.12 396 396 7001.597 < 2.5 1.25 22.101
6/12/2017 2.1 312 312 5464.368 < 2.5 1.25 21.8925
a I
6/13/2017 2.36 289 289 5688.214 < 2.5 1.25 24.603
6/14/2017 2.21 284 284 5234.518 < 2.5 1.25 23.03925
6/15/2017 2.27 359 359 6796.516 < 2.5 1.25 23.66475
6/16/2017 2.25 250 250 4691.25 < 2.5 1.25 23.45625
6/19/2017 2.23 380 380 7067.316 < 2.5 1.25 23.24775
6/20/2017 2.19 291 291 5314.999 < 2.5 1.25 22.83075
6/21/2017 2.21 365 365 6727.461 < 2.5 1.25 23.03925
6/22/2017 2.2 524 524 9614.352 < 2.5 1.25 22.935
6/23/2017 2.31 413 413 7956.61 < 2.5 1.25 24.08175
6/26/2017 2.07 437 437 7544.281 < 2.5 1.25 21.57975
6/27/2017 2 323 323 5387.64 < 2.5 1.25 20.85
6/28/2017 2.11 331 331 5824.739 < 2.5 1.25 21.99675
6/29/2017 2.02 460 460 7749.528 < 2.5 1.25 21.0585
6/30/2017 2.21 343 343 6321.97 < 2.5 1.25 23.03925
7/3/2017 2 319 319 5320.92 < 2.5 1.25 20.85
7/5/2017 2.17 344 344 6225.643 < 2.5 1.25 22.62225
7/6/2017 2.22 308 308 5702.558 < 2.5 1.25 23.1435
7/7/2017 2.1 690 690 12084.66 < 2.5 1.25 21.8925
7/10/2017 2.12 297 297 5251.198 < 2.5 1.25 22.101
7/11/2017 2.04 695 695 11824.45 < 2.5 1.25 21.267
7/12/2017 2.1 317 317 5551.938 < 2.5 1.25 21.8925
7/13/2017 2.11 _ 457 457 8042.012 < 2.5 1.25 21.99675
7/14/2017 2.1 383 383 6707.862 < 2.5 1.25 21.8925
7/17/2017 1.91 855 855 13619.64 < 2.5 1.25 19.91175
7/18/2017 2.17 645 645 11673.08 < 2.5 1.25 22.62225
7/19/2017 2.07 427 427 7371.643 < 2.5 1.25 21.57975
7/20/2017 2.09 860 860 14990.32 <_ 2.5 1.25 21.78825
Data Submitted brrrnvvrk tuzu.xisx
INF,HW,EFF Data
Page 18 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW
TSS
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
7/21/2017 1.91 427 427 6801.854 < 2.5 1.25 19.91175
7/24/2017 2.34 465 465 9074.754 < 2.5 1.25 24.3945
7/25/2017 2.06 465 465 7988.886 < 2.5 1.25 21.4755
7/26/2017 1.88 312 312 4891.91 < 2.5 1.25 19.599
7/27/2017 2.4 257 257 5144.112 < 2.5 1.25 25.02
7/28/2017 2.3 358 358 6867.156 < 2.5 1.25 23.9775
7/31/2017 1.98 500 500 8256.6 < 2.5 1.25 20.6415
8/1/2017 2.03 590 590 9988.818 < 2.5 1.25 21.16275
8/2/2017 1.93 388 388 6245.326 < 2.5 1.25 20.12025
8/3/2017 1.87 297 297 4631.953 < 2.5 1.25 19.49475
8/4/2017 2.11 370 370 6511.038 < 2.5 1.25 21.99675
8/7/2017 2.34 315 315 6147.414 < 2.5 1.25 24.3945
8/8/2017 2.39 270 270 5381.802 < 2.5 1.25 24.91575
8/9/2017 2.46 420 420 8616.888 < 2.5 1.25 25.6455
8/10/2017 2 243 243 4053.24 < 2.5 1.25 20.85
8/11/2017 2.08 368 368 6383.77 < 2.5 1.25 21.684
8/14/2017 2.24 306 306 5716.57 < 2.5 1.25 23.352
8/15/2017 2.36 314 314 6180.274 < 2.5 1.25 24.603
8/16/2017 2.1 319 319 5586.966 < 2.5 1.25 21.8925
8/17/2017 2.46 408 408 8370.691 < 2.5 1.25 25.6455
8/18/2017 2.48 275_ 275 5687.88 < 2.5 1.25 25.854
8/21/2017 2.35 403 403 7898.397 < 2.5 1.25 24.49875
8/22/2017 2.27 260 260 4922.268 < 2.5 1.25 23.66475
^
8/23/2017 2.38 296 296 5875.363 < 2.5 1.25 24.8115
8/24/2017 2.39 297 297 5919.982 < 2.5 1.25 24.91575
8/25/2017 2.2 745 745 13669.26 < 2.5 1.25 22.935
8/28/2017 2.2 352 352 6458.496 < 2.5 1.25 22.935
r
8/29/2017 2.38 305 305 6054.006 < 2.5 1.25 24.8115
8/30/2017 2.3 427 427 8190.714 < 2.5 1.25 23.9775
8/31/2017 2.37 762 762 15061.54 < 2.5 1.25 24.70725
9/1/2017 2.48 317 317 6556.574 < 2.5 1.25 25.854
9/5/2017 2.29 311 311 5939.665 < 2.5 1.25 23.87325
9/6/2017 2.5 363 363 7568.55 < 2.5 1.25 26.0625
9/7/2017 2.1 280 280 4903.92 < 2.5 1.25 21.8925
9/8/2017 2.25 505 505 9476.325 < 2.5 1.25 23.45625
9/11/2017 2.36 360 360 7085.664 < 2.5 1.25 24.603
9/12/2017 5.05 330 330 13898.61 < 2.5 1.25 52.64625
9/13/2017 3 223 223 5579.46 < 2.5 1.25 31.275
9/14/2017 2.53 173 173 3650.335 < 2.5 1.25 26.37525
9/15/2017 2.42 339 339 6841.969 < 2.5 1.25 25.2285
9/18/2017 2.58 455 455 9790.326 < 2.5 1.25 26.8965
9/19/2017 2.25 420 420 7881.3 < 2.5 1.25 23.45625
9/20/2017 2.53 433 433 9136.387 < 2.5 1.25 26.37525
9/21/2017 2.19 220 220 4018.212 < 2.5 1.25 22.83075
9/22/2017 2.67 503 503 11200.7 < 2.5 1.25 27.83475
9/25/2017 2.3 484 484 9284.088 < 2.5 1.25 23.9775
9/26/2017 2.24 356 356 6650.65 < 2.5 1.25 23.352
9/27/2017 2.42 400 400 8073.12 < 2.5 1.25 25.2285
9/28/2017 2.16 508 508 9151.315 < 2.5 1.25 22.518
9/29/2017 2.33 372 372 7228.778 < 2.5 1.25 24.29025
10/2/2017 2.07 _ 393 393 6784.673 < 2.5 1.25 21.57975
Data Submitted Ihbr YNVH zuzv.xisx
INF,HW,EFF Data
Page 19 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <Iffill Calculation lbs
10/3/2017 2.19 420 420 7671.132 < 2.5 1.25 22.83075
10/4/2017 2.13 409 409 7265.558 < 2.5 1.25 22.20525
10/5/2017 2.24 443 443 8275.949 < 2.5 1.25 23.352
10/6/2017 2.26 465 465 8764.506 < 2.5 1.25 23.5605
10/9/2017 4.96 170 170 7032.288 < 2.5 1.25 51.708
10/10/2017 3.32 158 158 4374.83 < 2.5 1.25 34.611
10/11/2017 3.08 387 387 9940.946 < 2.5 1.25 32.109
10/12/2017 2.51 234 234 4898.416 < 2.5 1.25 26.16675
10/13/2017 2.16 385 385 6935.544 < 2.5 1.25 22.518
10/16/2017 2.29 237 237 4526.368 < 2.5 1.25 23.87325
10/17/2017 2.24 254 254 4745.126 < 2.5 1.25 23.352
10/18/2017 2.17 273 273 4940.699 < 2.5 1.25 22.62225
10/19/2017 2.35 269 269 5272.131 < 2.5 1.25 24.49875
10/20/2017 2.25 283 283 5310.495 < 2.5 1.25 23.45625
10/23/2017 5.28 244 244 10744.59 < 2.5 1.25 55.044
10/24/2017 4.62 240 240 9247.392 < 2.5 1.25 48.1635
10/25/2017 3.53 331 331 9744.706 < 2.5 1.25 36.80025
10/26/2017 2.78 249 249 5773.115 < 2.5 1.25 28.9815
10/27/2017 2.63 262 262 5746.76 < 2.5 1.25 27.41775
10/30/2017 2.9 167 167 4039.062 < 2.5 1.25 30.2325
10/31/2017 2.79 252 252 5863.687 < 2.5 1.25 29.08575
11/1/2017 2.74 231 231 5278.72 < 2.5 1.25 28.5645
11/2/2017 2.55 267 267 5678.289 < 2.5 1.25 26.58375
11/3/2017 2.64 306 306 6737.386 < 2.5 1.25 27.522
11/6/2017 2.56 240 240 5124.096 < 2.5 1.25 26.688
11/7/2017 2.88 383 383 9199.354 < 2.5 1.25 30.024
11/8/2017 2.54 246 246 5211.166 < 2.5 1.25 26.4795
11/9/2017 2.67 246 246 5477.879 < 2.5 1.25 27.83475
11/13/2017 2.57 342 342 7330.36 < 2.5 1.25 26.79225
11/14/2017 2.27 403 403 7629.515 < 2.5 1.25 23.66475
11/15/2017 2.49 400 400 8306.64 < 2.5 1.25 25.95825
11/16/2017 2.49 260 260 5399.316 < 2.5 1.25 25.95825
11/17/2017 2.35 291 291 5703.309 < 2.5 1.25 24.49875
11/20/2017 2.31 243 243 4681.492 < 2.5 1.25 24.08175
11/21/2017 2.18 255 255 4636.206 < 2.5 1.25 22.7265
11/22/2017 2 250 250 4170 < 2.5 1.25 20.85
11/27/2017 2.33 307 307 5965.685 < 2.5 1.25 24.29025
11/28/2017 2.19 327 327 5972.524 < 2.5 1.25 22.83075
11/29/2017 2.52 349 349 7334.863 < 2.5 1.25 26.271
I 1/30/2017 2.32 274 274 5301.571 < 2.5 1.25 24.186
12/1/2017 2.42 277 277 5590.636 < 2.5 1.25 25.2285
12/4/2017 2.26 331 331 6238.82 < 2.5 1.25 23.5605
12/5/2017 2.34 475 475 9269.91 < 2.5 1.25 24.3945
12/6/2017 2.26 287 287 5409.491 < 2.5 1.25 23.5605
12/7/2017 2.15 380 380 6813.78 < 2.5 1.25 22.41375
12/8/2017 2.14 540 540 9637.704 < 2.5 1.25 22.3095
12/11/2017 2.23 297 297 5523.665 < 2.5 1.25 23.24775
12/12/2017 2.46 668 668 13704.96 < 2.5 1.25 25.6455
12/13/2017 2.34 250 250 4878.9 < 2.5 1.25 24.3945
12/14/2017 2.19 265 265 4840.119 < 2.5 1.25 22.83075
12/15/2017 1.64 265 265 3624.564 < 2.5 1.25 17.097
Data Submitted lii nvvH LULU.xlbx
INF,HW,EFF Data
Page 20 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <MI Calculation lbs
12/18/2017 1.98 254 254 4194.353 < 2.5 1.25 20.6415
12/19/2017 1.98 240 240 3963.168 < 2.5 1.25 20.6415
12/20/2017 1.94 469 469 7588.232 < 2.5 1.25 20.2245
12/21/2017 1.75 254 254 3707.13 < 2.5 1.25 18.24375
12/22/2017 1.8 263 263 3948.156 < 2.5 1.25 18.765
12/28/2017 1.81 397 397 5992.874 < 2.5 1.25 18.86925
12/29/2017 1.79 338 338 5045.867 < 2.5 1.25 18.66075
1/2/2018 1.81 229 229 3456.847 < 2.5 1.25 18.86925
1/3/2018 1.75 263 263 3838.485 < 2.5 1.25 18.24375
1/4/2018 1.76 310 310 4550.304 < 2.5 1.25 18.348
1/5/2018 1.96 303 303 4952.959 < 2.5 1.25 20.433
1/8/2018 2.02 220 220 3706.296 < 2.5 1.25 21.0585
1/9/2018 1.99 200 200 3319.32 < 2.5 1.25 20.74575
1/10/2018 1.89 287 287 4523.866 < 2.5 1.25 19.70325
1/11/2018 3.51 297 297 8694.2 < 2.5 1.25 36.59175
1/12/2018 5.27 283 283 12438.36 < 2.5 1.25 54.93975
1/16/2018 2.85 230 230 5466.87 < 2.5 1.25 29.71125
1/17/2018 2.54 277 277 5867.857 < 2.5 1.25 26.4795
1/18/2018 2.68 257 257 5744.258 < 2.5 1.25 27.939
1/19/2018 2.64 380 380 8366.688 < 2.5 1.25 27.522
1/22/2018 2.68 280 280 6258.336 < 2.5 1.25 27.939
1/23/2018 2.7 267 267 6012.306 < 2.5 1.25 28.1475
1/24/2018 2.53 263 263 5549.353 < 2.5 1.25 26.37525
1/25/2018 2.42 260 260 5247.528 < 2.5 1.25 25.2285
1/26/2018 2.62 323 323 7057.808 < 2.5 1.25 27.3135
1/29/2018 2.55 270 270 5742.09 < 2.5 1.25 26.58375
1/30/2018 3.52 347 347 10186.81 < 2.5 1.25 36.696
1/31/2018 2.68 667 667 14908.25 < 2.5 1.25 27.939
2/1/2018 2.42 523 523 10555.6 < 2.5 1.25 25.2285
2/2/2018 2.33 820 820 15934.4 < 2.5 1.25 24.29025
2/5/2018 2.81 271 271 6350.993 < 2.5 1.25 29.29425
2/6/2018 2.56 587 587 12532.68 < 2.5 1.25 26.688
2/7/2018 3.07 243 243 6221.723 < 2.5 1.25 32.00475
2/8/2018 2.84 191 191 4523.95 < 2.5 1.25 29.607
2/9/2018 2.47 348 348 7168.73 < 2.5 1.25 25.74975
2/12/2018 3.08 277 277 7115.354 < 2.5 1.25 32.109
2/13/2018 2.93 231 231 5644.762 < 2.5 1.25 30.54525
2/14/2018 2.85 552 552 13120.49 < 2.5 1.25 29.71125
2/15/2018 2.81 292 292 6843.137 < 2.5 1.25 29.29425
2/16/2018 2.7 257 257 5787.126 < 2.5 1.25 28.1475
2/19/2018 2.53 293 293 6182.359 < 2.5 1.25 26.37525
2/20/2018 2.81 380 380 8905.452 < 2.5 1.25 29.29425
2/21/2018 2.74 470 470 10740.25 < 2.5 1.25 28.5645
2/22/2018 2.89 316 316 7616.422 2.5 2.5 60.2565
2/23/2018 2.36 800 800 15745.92 < 2.5 1.25 24.603
2/26/2018 2.28 853 853 16219.97 < 2.5 1.25 23.769
2/27/2018 2.42 645 645 13017.91 < 2.5 1.25 25.2285
2/28/2018 2.75 340 340 7797.9 < 2.5 1.25 28.66875
3/1/2018 3 260 260 6505.2 < 2.5 1.25 31.275
3/2/2018 2.1 1 254 254 4533.29 < 2.5 1.25 22.3095
3/5/2018 2.05 227 227 3881.019 < 2.5 1.25 21.37125
Data Submitted Ail nvvr,cu u.xisx
INF,HW,EFF Data
Page 21 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <BEICalculation lbs
3/6/2018 1.97 272 272 4468.906 < 2.5 1.25 20.53725
1 3/7/2018 2.1 263 263 4606.182 < 2.5 1.25 21.8925
3/8/2018 2.1 274 274 4798.836 < 2.5 1.25 21.8925
3/9/2018 2.3 347 347 6656.154 < 2.5 1.25 23.9775
3/12/2018 2.47 496 496 10217.5 < 2.5 1.25 25.74975
3/13/2018 2.86 310 310 7394.244 < 2.5 1.25 29.8155
3/14/2018 2.97 277 277 6861.235 < 2.5 1.25 30.96225
3/15/2018 2.9 243 243 5877.198 < 2.5 1.25 30.2325
3/16/2018 2.75 432 432 9907.92 < 2.5 1.25 28.66875
3/19/2018 2.62 260 260 5681.208 < 2.5 1.25 27.3135
3/20/2018 3.04 291 291 7377.898 < 2.5 1.25 31.692
3/21/2018 2.83 475 475 11211.05 < 2.5 1.25 29.50275
3/22/2018 2.77 198 198 4574.156 < 2.5 1.25 28.87725
3/23/2018 2.8 194 194 4530.288 < 2.5 1.25 29.19
3/26/2018 2.93 166 166 4056.409 < 2.5 1.25 30.54525
3/27/2018 2.99 593 593 14787.4 < 2.5 1.25 31.17075
3/28/2018 2.71 230 230 5198.322 < 2.5 1.25 28.25175
3/29/2018 2.92 243 243 5917.73 < 2.5 1.25 30.441
4/2/2018 2.07 192 192 3314.65 < 2.5 1.25 21.57975
4/3/2018 2.16 285 285 5134.104 < 2.5 1.25 22.518
4/4/2018 2.51 1047 1047 21917.27 < 2.5 1.25 26.16675
4/5/2018 2.4 415 415 8306.64 < 2.5 1.25 25.02
4/6/2018 2.57 445 445 9538.041 < 2.5 1.25 26.79225
4/9/2018 2.26 257 257 4844.039 < 2.5 1.25 23.5605
4/10/2018 2.41 252 252 5065.049 < 2.5 1.25 25.12425
4/11/2018 2.27 264 264 4997.995 < 2.5 1.25 23.66475
4/12/2018 2.49 223 223 4630.952 < 2.5 1.25 25.95825
4/13/2018 2.1 500 500 8757 < 2.5 1.25 21.8925
4/16/2018 4.04 243 243 8187.545 < 2.5 1.25 42.117
4/17/2018 3.23 258 258 6950.056 < 2.5 1.25 33.67275
4/18/2018 3.09 210 210 5411.826 < 2.5 1.25 32.21325
4/19/2018 2.69 200 200 4486.92 < 2.5 1.25 28.04325
4/20/2018 2.74 527 527 12042.79 < 2.5 1.25 28.5645
4/23/2018 3.44 264 264 7574.054 < 2.5 1.25 35.862
4/24/2018 5.43 203 203 9193.099 < 2.5 1.25 56.60775
4/25/2018 4.9 334 334 13649.24 3 3 122.598
4/26/2018 4.38 363 363 13260.1 < 2.5 1.25 45.6615
4/27/2018 3.52 264 264 7750.195 < 2.5 1.25 36.696
4/30/2018 2.94 320 320 7846.272 < 2.5 1.25 30.6495
5/1/2018 2.76 272 272 6261.005 < 2.5 1.25 28.773
5/2/2018 2.68 372 372 8314.646 < 2.5 1.25 27.939
5/3/2018 2.71 575 575 12995.81 < 2.5 1.25 28.25175
5/4/2018 2.51 362 362 7577.891 < 2.5 1.25 26.16675
5/7/2018 2.76 233 233 5363.287 < 2.5 1.25 28.773
5/8/2018 2.65 344 344 7602.744 < 2.5 1.25 27.62625
5/9/2018 2.64 573 573 12616.08 < 2.5 1.25 27.522
5/10/2018 2.53 338 338 7131.868 < 2.5 1.25 26.37525
5/11/2018 2.3 300 300 5754.6 < 2.5 1.25 23.9775
5/14/2018 2.1 693 693 12137.2 < 2.5 1.25 21.8925
5/15/2018 2.27 288 288 5452.358 < 2.5 1.25 23.66475
5/16/2018 2.76 237 237 5455.361 < 2.5 1.25 28.773
Data Submitted ftn rivvH LuLu.xrsx
INF,HW,EFF Data
Page 22 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <NI Calculation lbs
5/17/2018 2.81 467 467 10944.33 < 2.5 1.25 29.29425
5/18/2018 5.32 1055 1055 46809.08 < 2.5 1.25 55.461
5/21/2018 3.74 263 263 8203.391 < 2.5 1.25 38.9895
5/22/2018 3.47 184 184 5324.923 < 2.5 1.25 36.17475
5/23/2018 3.32 346 346 9580.325 < 2.5 1.25 34.611
5/24/2018 2.82 285 285 6702.858 < 2.5 1.25 29.3985
5/25/2018 3.26 390 390 10603.48 < 2.5 1.25 33.9855
5/29/2018 4.31 403 403 14486 < 2.5 1.25 44.93175
5/30/2018 5.18 340 340 14688.41 < 2.5 1.25 54.0015
5/31/2018 4.84 132 132 5328.259 < 2.5 1.25 50.457
6/1/2018 4.22 250 250 8798.7 < 2.5 1.25 43.9935
6/4/2018 3.47 151 151 4369.91 < 2.5 1.25 36.17475
6/5/2018 3.29 647 647 17752.77 < 2.5 1.25 34.29825
6/6/2018 2.86 396 396 9445.55 < 2.5 1.25 29.8155
6/7/2018 2.75 351 351 8050.185 < 2.5 1.25 28.66875
6/8/2018 2.65 240 240 5304.24 < 2.5 1.25 27.62625
6/11/2018 2.55 197 197 4189.599 < 2.5 1.25 26.58375
6/12/2018 2.5 280 280 5838 < 2.5 1.25 26.0625
6/13/2018 2.86 3117 3117 74347.93 < 2.5 1.25 29.8155
6/14/2018 2.65 366 366 8088.966 < 2.5 1.25 27.62625
6/15/2018 2.41 240 240 4823.856 < 2.5 1.25 25.12425
6/18/2018 2.53 557 557 11752.81 < 2.5 1.25 26.37525
6/19/2018 2.58 950 950 20441.34 < 2.5 1.25 26.8965
6/20/2018 2.4 450 450 9007.2 < 2.5 1.25 25.02
6/21/2018 2.46 410 410 8411.724 < 2.5 1.25 25.6455
6/22/2018 2.24 482 482 9004.531 < 2.5 1.25 23.352
6/25/2018 2.22 303 303 5609.984 < 2.5 1.25 23.1435
6/26/2018 2.4 280 280 5604.48 < 2.5 1.25 25.02
6/27/2018 2.38 375 375 7443.45 < 2.5 1.25 24.8115
6/28/2018 2.22 460 460 8516.808 < 2.5 1.25 23.1435
6/29/2018 2.25 304 304 5704.56 < 2.5 1.25 23.45625
7/2/2018 2.25 220 220 4128.3 < 2.5 1.25 23.45625
7/3/2018 2.22 305 305 5647.014 < 2.5 1.25 23.1435
7/5/2018 2.2 282 282 5174.136 < 2.5 1.25 22.935
7/6/2018 2.15 313 313 5612.403 < 2.5 1.25 22.41375
7/9/2018 2.13 236 236 4192.351 < 2.5 1.25 22.20525
7/10/2018 2.11 480 480 8446.752 < 2.5 1.25 21.99675
7/11/2018 2.23 217 217 4035.809 < 2.5 1.25 23.24775
7/12/2018 2.31 360 360 6935.544 < 2.5 1.25 24.08175
7/13/2018 2.26 288 288 5428.339 < 2.5 1.25 23.5605
7/16/2018 2.26 237 237 4467.071 < 2.5 1.25 23.5605
7/17/2018 2.04 289 289 4916.93 < 2.5 1.25 21.267
7/18/2018 2.23 208 208 3868.426 < 2.5 1.25 23.24775
7/19/2018 2.03 246 246 4164.829 < 2.5 1.25 21.16275
7/20/2018 2.04 270 270 4593.672 < 2.5 1.25 21.267
7/23/2018 2.24 231 231 4315.45 < 2.5 1.25 23.352
7/24/2018 2.43 240 240 4863.888 < 2.5 1.25 25.33275
7/25/2018 2.41 255 255 5125.347 < 2.5 1.25 25.12425
7/26/2018 2.28 280 280 5324.256 < 2.5 1.25 23.769
7/27/2018 2.3 203 203 3893.946 < 2.5 1.25 23.9775
7/30/2018 2.24 294 294 5492.39 < 2.5 1.25 23.352
Data Submitted bi nvv,Zu u.xibs
INF,HW,EFF Data
Page 23 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m Calculation lbs
7/31/2018 2.37 478 478 9448.052 < 2.5 1.25 24.70725
8/1/2018 2.42 220 220 4440.216 < 2.5 1.25 25.2285
8/2/2018 3 308 308 7706.16 < 2.5 1.25 31.275
8/3/2018 3.78 353 353 11128.4 < 2.5 1.25 39.4065
8/6/2018 2.57 206 206 4415.363 < 2.5 1.25 26.79225
8/7/2018 2.49 208 208 4319.453 < 2.5 1.25 25.95825
8/8/2018 2.5 ' 450 450 9382.5 < 2.5 1.25 26.0625
8/9/2018 2.4 309 309 6184.944 < 2.5 1.25 25.02
1 I ,
8/10/2018 2.43 209 209 4235.636 < 2.5 1.25 25.33275
8/13/2018 2.51 205 205 4291.347 < 2.5 1.25 26.16675
8/14/2018 2.6 283 283 6136.572 < 2.5 1.25 27.105
8/15/2018 2.83 204 204 4814.849 < 2.5 1.25 29.50275
8/16/2018 2.44 193 193 3927.473 < 2.5 1.25 25.437
8/17/2018 2.88 204 204 4899.917 < 2.5 1.25 30.024
8/20/2018 2.88 425 425 10208.16 < 2.5 1.25 30.024
8/21/2018 3.55 252 252 7460.964 < 2.5 1.25 37.00875
8/22/2018 3.15 670 670 17601.57 < 2.5 1.25 32.83875
8/23/2018 2.82 257 257 6044.332 < 2.5 1.25 29.3985
8/24/2018 2.28 345 345 6560.244 < 2.5 1.25 23.769
8/27/2018 2.68 267 267 5967.77 < 2.5 1.25 27.939
8/28/2018 2.25 267 267 5010.255 < 2.5 1.25 23.45625
8/29/2018 2.7 336 336 7566.048 < 2.5 1.25 28.1475
8/30/2018 2.64 363 363 7992.389 < 2.5 1.25 27.522
8/31/2018 2.67 246 246 5477.879 < 2.5 1.25 27.83475
9/4/2018 2.58 500_ 500 10758.6 < 2.5 1.25 26.8965
9/5/2018 2.45 253 253 5169.549 < 2.5 1.25 25.54125
9/6/2018 2.51 254 254 5317.084 < 2.5 1.25 26.16675
9/7/2018 2.36 260 260 5117.424 < 2.5 1.25 24.603
9/10/2018 2.6 257 257 5572.788 < 2.5 1.25 27.105
9/11/2018 2.73 311 311 7080.91 < 2.5 1.25 28.46025
9/12/2018 2.98 206 206 5119.759 < 2.5 1.25 31.0665
9/13/2018 2.64 444 444 9775.814 < 2.5 1.25 27.522
9/14/2018 2.37 760 760 15022.01 < 2.5 1.25 24.70725
9/17/2018 6.22 148 148 7677.47 < 2.5 _1.25 64.8435
9/18/2018 4.2 146 146 5114.088 < 2.5 1.25 43.785
9/19/2018 3.61 170 170 5118.258 < 2.5 1.25 37.63425
9/20/2018 3.16 ., 238 238 6272.347 < 2.5 1.25 32.943
9/21/2018 2.82 322 322 7573.054 < 2.5 1.25 29.3985
9/24/2018 2.94 223 223 5467.871 < 2.5 1.25 30.6495
9/25/2018 3.04 333 333 8442.749 < 2.5 1.25 31.692
9/26/2018 2.81 225 225 5272.965 < 2.5 1.25 29.29425
9/27/2018 2.73 262 262 5965.268 < 2.5 1.25 28.46025
9/28/2018 2.86 267 267 6368.591 < 2.5 1.25 29.8155
10/1/2018 2.77 233 233 5382.719 < 2.5 1.25 28.87725
10/2/2018 2.61 228 228 4962.967 < 2.5 1.25 27.20925
10/3/2018 2.62 241 241 5266.043 < 2.5 1.25 27.3135
10/4/2018 2.66 415 415 9206.526 < 2.5 1.25 27.7305
10/5/2018 2.7 307 307 6913.026 < 2.5 1.25 28.1475
10/8/2018 2.84 300 300 7105.68 < 2.5 1.25 29.607
10/9/2018 2.9 243 243 5877.198 < 2.5 1.25 30.2325
10/10/2018 4.15 323 323 11179.35 < 2.5 1.25 43.26375
Data Submitted to nvvm LuLu.xisx
INF,HW,EFF Data
Page 24 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999
I

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date ingd < mg/L Calculation lbs <liel Calculation lbs
10/11/2018 8.17 231 231 15739.83 < 2.5 1.25 85.17225
10/12/2018 4.75 80 80 3169.2 < 2.5 1.25 49.51875
10/15/2018 3.3 180 180 4953.96 < 2.5 1.25 34.4025
10/16/2018 3.22 209 209 5612.653 < 2.5 1.25 33.5685
10/17/2018 3.27 184 184 5018.011 < 2.5 1.25 34.08975
10/18/2018 3.08 190 190 4880.568 < 2.5 1.25 32.109
10/19/2018 2.67 187 187 4164.079 < 2.5 1.25 27.83475
10/22/2018 2.6 195 195 4228.38 < 2.5 1.25 27.105
10/23/2018 2.84 213 213 5045.033 < 2.5 1.25 29.607
10/24/2018 2.69 223 223 5002.916 < 2.5 1.25 28.04325
10/25/2018 2.54 197 197 4173.169 < 2.5 1.25 26.4795
10/26/2018 3.36 184 184 5156.122 < 2.5 1.25 35.028
10/29/2018 3.12 240 240 6244.992 < 2.5 1.25 32.526
10/30/2018 3.05 189 189 4807.593 < 2.5 1.25 31.79625
10/31/2018 3.04 260 260 6591.936 < 2.5 1.25 31.692
11/1/2018 2.94 303 303 7429.439 < 2.5 1.25 30.6495
11/2/2018 3.07 222 222 5684.044 < 2.5 1.25 32.00475
11/5/2018 2.79 300 300 6980.58 < 2.5 1.25 29.08575
11/6/2018 2.99 227 227 5660.608 < 2.5 1.25 31.17075
11/7/2018 2.74 208 208 4753.133 < 2.5 1.25 28.5645
11/8/2018 2.53 205 205 4325.541 < 2.5 1.25 26.37525
11/9/2018 2.67 246 246 5477.879 < 2.5 1.25 27.83475
11/13/2018 2.99 180 180 4488.588 < 2.5 1.25 31.17075
11/14/2018 2.75 185 185 4242.975 < 2.5 1.25 28.66875
11/15/2018 4.39 198 198 7249.295 < 2.5 1.25 45.76575
11/16/2018 3.48 176 176 5108.083 < 2.5 1.25 36.279
11/19/2018 2.89 197 197 4748.212 < 2.5 1.25 30.12825
11/20/2018 2.74 208 208 4753.133 < 2.5 1.25 28.5645
11/21/2018 2.31 210 210 4045.734 < 2.5 1.25 24.08175
11/26/2018 3.11 190 190 4928.106 < 2.5 1.25 32.42175
11/27/2018 2.95 443 443 10899.13 < 2.5 1.25 30.75375
11/28/2018 2.7 290 290 6530.22 < 2.5 1.25 28.1475
11/29/2018 2.98 200 200 4970.64 < 2.5 1.25 31.0665
11/30/2018 2.79 173 173 4025.468 < 2.5 1.25 29.08575
12/3/2018 2.79 157 157 3653.17 < 2.5 1.25 29.08575
12/4/2018 2.8 390 390 9107.28 < 2.5 1.25 29.19
12/5/2018 2.79 251 251 5840.419 < 2.5 1.25 29.08575
12/6/2018 2.71 191 191 4316.867 < 2.5 1.25 28.25175
12/7/2018 2.53 320 320 6752.064 < 2.5 1.25 26.37525
12/10/2018 2.67 173 173 3852.329 < 2.5 1.25 27.83475
12/11/2018 2.98 237 237 5890.208 < 2.5 1.25 31.0665
12/12/2018 2.66 202 202 4481.249 < 2.5 1.25 27.7305
12/13/2018 2.66 187 187 4148.483 < 2.5 1.25 27.7305
12/14/2018 3.78 271 271 8543.329 < 2.5 1.25 39.4065
12/17/2018 3.41 96 96 2730.182 < 2.5 1.25 35.54925
12/18/2018 2.97 130 130 3220.074 < 2.5 1.25 30.96225
12/19/2018 2.85 216 216 5134.104 < 2.5 1.25 29.71125
12/20/2018 3.73 390 390 12132.2 < 2.5 1.25 38.88525
12/21/2018 5.57 163 163 7571.969 < 2.5 1.25 58.06725
12/27/2018 2.85 119 119 2828.511 < 2.5 1.25 29.71125
12/28/2018 5.27 122 122 5362.12 < 2.5 1.25 54.93975
Data Submitted of tivv11 LULU.X:SX
INF,HW,EFF Data
Page 25 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <y Calculation lbs
12/31/2018 3.09 202 202 5205.661 < 2.5 1.25 32.21325
1/2/2019 2.93 108 108 2639.11 < 2.5 1.25 30.54525
1/3/2019 2.86 248 248 5915.395 < 2.5 1.25 29.8155
1/4/2019 3.38 178 178 5017.678 < 2.5 1.25 35.2365
1/7/2019 2.78 80 80 1854.816 < 2.5 1.25 28.9815
1/8/2019 2.79 139 139 3234.335 < 2.5 1.25 29.08575
1/9/2019 2.52 133 133 2795.234 < 2.5 1.25 26.271
1/10/2019 2.65 300 300 6630.3 < 2.5 1.25 27.62625
1/11/2019 2.41 198 198 3979.681 < 2.5 1.25 25.12425
1/14/2019 2.91 185 185 4489.839 < 2.5 1.25 30.33675
1/15/2019 3 178 178 4453.56 < 2.5 1.25 31.275
1/16/2019 2.76 218 218 5018.011 < 2.5 1.25 28.773
1/17/2019 2.71 218 218 4927.105 < 2.5 1.25 28.25175
1/18/2019 2.61 188 188 4092.271 < 2.5 1.25 27.20925
1/22/2019 2.71 217 217 4904.504 < 2.5 1.25 28.25175
1/23/2019 3.26 129 129 3507.304 < 2.5 1.25 33.9855
1/24/2019 4.86 352 352 14267.4 < 2.5 1.25 50.6655
1/25/2019 3.33 263 263 7304.089 < 2.5 1.25 34.71525
1/28/2019 2.9 165 165 3990.69 < 2.5 1.25 30.2325
1/29/2019 2.95 213 213 5240.439 < 2.5 1.25 30.75375
1/30/2019 2.69 197 197 4419.616 < 2.5 1.25 28.04325
1/31/2019 2.6 172 172 3729.648 < 2.5 1.25 27.105
2/1/2019 2.73 176 176 4007.203 < 2.5 1.25 28.46025
2/4/2019 2.67 226 226 5032.523 < 2.5 1.25 27.83475
2/5/2019 2.75 226 226 5183.31 < 2.5 1.25 28.66875
2/6/2019 2.67 356 356 7927.337 < 2.5 1.25 27.83475
2/7/2019 2.84 220 220 5210.832 < 2.5 1.25 29.607
2/8/2019 2.38 251 251 4982.149 < 2.5 1.25 24.8115
2/11/2019 2.56 270 270 5764.608 < 2.5 1.25 26.688
2/12/2019 3 229 229 5729.58 < 2.5 1.25 31.275
2/13/2019 2.67 200 200 4453.56 < 2.5 1.25 27.83475
2/14/2019 2.5 525 525 10946.25 < 2.5 1.25 26.0625
2/15/2019 2.42 438 438 8840.066 < 2.5 1.25 25.2285
2/18/2019 2.94 365 365 8949.654 < 2.5 1.25 30.6495
2/19/2019 2.51 213 213 4458.814 < 2.5 1.25 26.16675
2/20/2019 2.87 214 214 5122.261 < 2.5 1.25 29.91975
2/21/201-9 3.47 168 168 4861.886 < 2.5 1.25 36.17475
2/22/2019 3.06 265 265 6762.906 < 2.5 1.25 31.9005
2/25/2019 3.46 238 238 6867.823 < 2.5 1.25 36.0705
2/26/2019 3.23 222 222 5980.28 < 2.5 1.25 33.67275
2/27/2019 2.97 271 271 6712.616 < 2.5 1.25 30.96225
2/28/2019 2.99 200 200 4987.32 < 2.5 1.25 31.17075
3/1/2019 2.86 192 192 4579.661 < 2.5 1.25 29.8155
3/4/2019 2.19 158 158 2885.807 < 2.5 1.25 22.83075
3/5/2019 2.24 183 183 3418.733 < 2.5 1.25 23.352
3/6/2019 2.15 180 180 3227.58 < 2.5 1.25 22.41375
3/7/2019 2.1 184 184 3222.576 < 2.5 1.25 21.8925
3/8/2019 2.35 290 290 5683.71 < 2.5 1.25 24.49875
3/11/2019 2.95 205 205 5043.615 < 2.5 1.25 30.75375
3/12/2019 2.76 298 298 6859.483 < 2.5 1.25 28.773
3/13/2019 2.62 655 655 14312.27 < 2.5 1.25 27.3135
Data Submitted .n nvvr,£ULU.xmx
INF,HW,EFF Data
Page 26 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

r
Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <Mill Calculation lbs
3/14/2019 2.61 160 160 3482.784 < 2.5 1.25 27.20925
3/15/2019 2.59 597 597 12895.56 < 2.5 1.25 27.00075
3/18/2019 2.65 258 258 5702.058 < 2.5 1.25 27.62625
3/19/2019 2.42 256 256 5166.797 < 2.5 1.25 25.2285
3/20/2019 2.5 364 364 7589.4 < 2.5 1.25 26.0625
3/21/2019 2.51 260 260 5442.684 < 2.5 1.25 26.16675
3/22/2019 2.46 278 278 5703.559 < 2.5 1.25 25.6455
3/25/2019 2.52 323 323 6788.426 < 2.5 1.25 26.271
3/26/2019 2.67 253 253 5633.753 < 2.5 1.25 27.83475
3/27/2019 2.44 283 283 5758.937 < 2.5 1.25 25.437
3/28/2019 2.49 311 311 6458.413 < 2.5 1.25 25.95825
3/29/2019 2.34 307 307 5991.289 < 2.5 1.25 24.3945
4/1/2019 2.48 244 244 5046.701 < 2.5 1.25 25.854
4/2/2019 2.35 232 232 4546.968 < 2.5 1.25 24.49875
4/3/2019 2.46 248 248 5088.067 < 2.5 1.25 25.6455
4/4/2019 2.32 334 334 6462.499 < 2.5 1.25 24.186
4/5/2019 2.57 208 208 4458.23 < 2.5 1.25 26.79225
4/8/2019 2.43 226 226 4580.161 < 2.5 1.25 25.33275
4/9/2019 2.59 331 331 7149.799 < 2.5 1.25 27.00075
4/10/2019 2.51 377 377 7891.892 < 2.5 1.25 26.16675
4/11/2019 2.35 273 273 5350.527 < 2.5 1.25 24.49875
4/12/2019 2.51 244 244 5107.75 < 2.5 1.25 26.16675
4/15/2019 3.97 200 200 6621.96 < 2.5 1.25 41.38725
4/16/2019 3.25 337 337 9134.385 < 2.5 1.25 33.88125
4/17/2019 3.3 228 228 6275.016 < 2.5 1.25 34.4025
4/18/2019 2.84 500 500 11842.8 < 2.5 1.25 29.607
4/22/2019 3.22 173 173 4645.88 < 2.5 1.25 33.5685
4/23/2019 2.9 385 385 9311.61 < 2.5 1.25 30.2325
4/24/2019 2.56 300 300 6405.12 < 2.5 1.25 26.688
4/25/2019 2.65 307 307 6785.007 < 2.5 1.25 27.62625
4/26/2019 2.78 468 468 10850.67 < 2.5 1.25 28.9815
4/29/2019 2.75 736 736 16880.16 < 2.5 1.25 28.66875
4/30/2019 2.54 210 210 4448.556 < 2.5 1.25 26.4795
5/1/2019 2.55 505 505 10739.84 < 2.5 1.25 26.58375
5/2/2019 2.74 229 229 5233.016 < 2.5 1.25 28.5645
5/3/2019 2.48 244 244 5046.701 < 2.5 1.25 25.854
5/6/2019 2.55 253 253 5380.551 < 2.5 1.25 26.58375
5/7/2019 2.76 292 292 6721.373 < 2.5 1.25 28.773
5/8/2019 2.52 269 269 5653.519 < 2.5 1.25 26.271
5/9/2019 2.45 396 396 8091.468 < 2.5 1.25 25.54125
5/10/2019 2.31 447 447 8611.634 < 2.5 1.25 24.08175
5/13/2019 2.33 264 264 5130.101 < 2.5 1.25 24.29025
5/14/2019 2.13 190 190 3375.198 < 2.5 1.25 22.20525
5/15/2019 2.09 654 654 11399.61 < 2.5 1.25 21.78825
5/16/2019 1.95 205 205 3333.915 < 2.5 1.25 20.32875
5/17/2019 2.26 220 220 4146.648 < 2.5 1.25 23.5605
5/20/2019 2.14 398 398 7103.345 < 2.5 1.25 22.3095
5/21/2019 2.26 455 455 8576.022 < 2.5 1.25 23.5605
5/22/2019 2.1 208 208 3642.912 < 2.5 1.25 21.8925
5/23/2019 2.05 250 250 4274.25 < 2.5 1.25 21.37125
5/24/2019 2.05 210 210 3590.37 < 2.5 1.25 21.37125
Data Submitted 1 IlvvH LUN.XISX
INF,HW,EFF Data
Page 27 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <IffilCalculation lbs
5/28/2019 2.1 447 447 7828.758 < 2.5 1.25 21.8925
5/29/2019 2.27 250 250 4732.95 < 2.5 1.25 23.66475
5/30/2019 2.01 568 568 9521.611 < 2.5 1.25 20.95425
5/31/2019 2.24 355 355 6631.968 < 2.5 1.25 23.352
6/3/2019 2.16 256 256 4611.686 < 2.5 1.25 22.518
6/4/2019 2.02 214 214 3605.215 < 2.5 1.25 21.0585
6/5/2019 2.19 612 612 11177.94 < 2.5 1.25 22.83075
6/6/2019 2.19 260 260 4748.796 < 2.5 1.25 22.83075
6/7/2019 2.51 284 284 5945.086 < 2.5 1.25 26.16675
6/10/2019 4.56 90.7 90.7 3449.357 < 2.5 1.25 47.538
6/11/2019 3.78 157 157 4949.456 < 2.5 1.25 39.4065
6/12/2019 3.57 239 239 7115.938 < 2.5 1.25 37.21725
6/13/2019 2.9 180 180 4353.48 < 2.5 1.25 30.2325
6/14/2019 2.35 194 194 3802.206 < 2.5 1.25 24.49875
6/17/2019 2.54 235 235 4978.146 < 2.5 1.25 26.4795
6/18/2019 3.38 340 340 9584.328 < 2.5 1.25 35.2365
6/19/2019 3.54 k 78 78 2302.841 < 2.5 1.25 36.9045
6/20/2019 2.83 205 205 4838.451 < 2.5 1.25 29.50275
6/21/2019 2.71 224 224 5062.714 < 2.5 1.25 28.25175
6/24/2019 2.68 218 218 4872.562 < 2.5 1.25 27.939
6/25/2019 2.6 475 475 10299.9 < 2.5 1.25 27.105
6/26/2019 2.54 176 176 3728.314 < 2.5 1.25 26.4795
6/27/2019 2.34 309 309 6030.32 < 2.5 1.25 24.3945
6/28/2019 2.37 328 328 6483.182 < 2.5 1.25 24.70725
7/1/2019 2.23 187 187 3477.863 < 2.5 1.25 23.24775
7/2/2019 2.39 471 471 9388.255 < 2.5 1.25 24.91575
7/3/2019 2.33 295 295 5732.499 < 2.5 1.25 24.29025
7/5/2019 2.27 193 193 3653.837 < 2.5 1.25 23.66475
7/8/2019 2.54 205 205 4342.638 < 2.5 1.25 26.4795
7/9/2019 2.8 268 268 6258.336 < 2.5 1.25 29.19
7/10/2019 2.92 380 380 9254.064 < 2.5 1.25 30.441
7/11/2019 2.82 517 517 12159.22 < 2.5 1.25 29.3985
7/12/2019 2.54 444 444 9405.518 < 2.5 1.25 26.4795
7/15/2019 2.38 207 207 4108.784 < 2.5 1.25 24.8115
7/16/2019 2.54 243 243 5147.615 < 2.5 1.25 26.4795
7/17/2019 2.25 , 313 313 5873.445 < 2.5 1.25 23.45625
7/18/2019 2.37 607 607 11997.84 < 2.5 1.25 24.70725
7/19/2019 2.09 515 515 8976.759 < 2.5 1.25 21.78825
7/22/2019 2.51 220 220 4605.348 < 2.5 1.25 26.16675
7/23/2019 2.62 340 340 7429.272 < 2.5 1.25 27.3135
7/24/2019 2.4 218 218 4363.488 < 2.5 1.25 25.02
7/25/2019 2.12 417 417 7372.894 < 2.5 1.25 22.101
7/26/2019 2.38 332 332 6589.934 < 2.5 1.25 24.8115
7/29/2019 2.22 180 180 3332.664 < 2.5 1.25 23.1435
7/30/2019 2.21 218 218 4018.045 < 2.5 1.25 23.03925
7/31/2019 2.33 247 247 4799.753 < 2.5 1.25 24.29025
8/1/2019 1.97 212 212 3483.118 < 2.5 1.25 20.53725
8/2/2019 2.43 580 580 11754.4 < 2.5 1.25 25.33275
8/5/2019 2.39 197 197 3926.722 < 2.5 1.25 24.91575
8/6/2019 2.19 234 234 4273.916 < 2.5 1.25 22.83075
8/7/2019 2.25 245 245 4597.425 < 2.5 1.25 23.45625
Data Submitted nvvrk cucu.xmx
INF,NW,EFF Data
Page 28 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <Iffil Calculation lbs
8/8/2019 2.12 230 230 4066.584 < 2.5 1.25 22.101
8/9/2019 2.05r 238 238 4069.086 < 2.5 1.25 21.37125
8/12/2019 2.3 252 252 4833.864 < 2.5 1.25 23.9775
8/13/2019 2.52 332 332 6977.578 < 2.5 1.25 26.271
8/14/2019 2.36 264 264 5196.154 < 2.5 1.25 24.603
8/15/2019 2.37 243 243 4803.089 < 2.5 1.25 24.70725
8/16/2019 2.26 247 247 4655.555 < 2.5 1.25 23.5605 -
8/19/2019 2.44 268 268 5453.693 < 2.5 1.25 25.437
8/20/2019 2.72 265 265 6011.472 < 2.5 1.25 28.356
8/21/2019 2.45 249 249 5087.817 < 2.5 1.25 25.54125
8/22/2019 2.41 249 249 5004.751 < 2.5 1.25 25.12425
8/23/2019 2.43 256 256 5188.147 < 2.5 1.25 25.33275
8/26/2019 2.5 327 327 6817.95 < 2.5 1.25 26.0625
8/27/2019 2.52 595 595 12505 < 2.5 1.25 26.271
8/28/2019 2.64 670 670 14751.79 < 2.5 1.25 27.522
8/29/2019 2.27 536 536 10147.44 < 2.5 1.25 23.66475
8/30/2019 2.5 264 264 5504.4 < 2.5 1.25 26.0625
9/3/2019 2.62 263 263 5746.76 < 2.5 1.25 27.3135
9/4/2019 2.36 495 495 9742.788 < 2.5 1.25 24.603
9/5/2019 2.63 274 274 6009.971 < 2.5 1.25 27.41775
9/6/2019 2.4 278 278 5564.448 < 2.5 1.25 25.02
9/9/2019 2.47 294 294 6056.341 < 2.5 1.25 25.74975
9/10/2019 2.45 442 442 9031.386 < 2.5 1.25 25.54125
9/11/2019 2.4 512 512 10248.19 < 2.5 1.25 25.02
9/12/2019 2.33 282 282 5479.88 < 2.5 1.25 24.29025
9/13/2019 2.48 272 272 5625.83 < 2.5 1.25 25.854
9/16/2019 2.57 268 268 5744.258 < 2.5 1.25 26.79225
9/17/2019 2.34 228 228 4449.557 < 2.5 1.25 24.3945
9/18/2019 2.4 - 230 230 4603.68 < 2.5 1.25 25.02
9/19/2019 2.22 238 238 4406.522 < 2.5 1.25 23.1435
9/20/2019 2.47 346 346 7127.531 < 2.5 1.25 25.74975
9/23/2019 2.3 262 262 5025.684 < 2.5 1.25 23.9775
9/24/2019 2.42 325 325 6559.41 < 2.5 1.25 25.2285
9/25/2019 2.48 282 282 5832.662 < 2.5 1.25 25.854
9/26/2019 2.23 242 242 4500.764 < 2.5 1.25 23.24775
9/27/2019 2.39 260 260 5182.476 < 2.5 1.25 24.91575
-
9/30/2019 2.44 264 264 5372.294 < 2.5 1.25 25.437
10/1/2019 2.5 253 253 5275.05 < 2.5 1.25 26.0625
10/2/2019 2.25 415 415 7787.475 < 2.5 1.25 23.45625
10/3/2019 2.46 290 290 5949.756 < 2.5 1.25 25.6455
10/4/2019 2.29 530 530 10122.26 < 2.5 1.25 23.87325
10/7/2019 2.55 366 366 7783.722 < 2.5 1.25 26.58375
10/8/2019 2.55 300 300 6380.1 < 2.5 1.25 26.58375
10/9/2019 2.36 230 230 4526.952 < 2.5 1.25 24.603
10/10/2019 2.26 338 338 6370.759 < 2.5 1.25 23.5605
10/11/2019 2.15 276 276 4948.956 < 2.5 1.25 22.41375
10/14/2019 1.79 249 249 3717.221 < 2.5 1.25 18.66075
10/15/2019 2.03 206 206 3487.621 < 2.5 1.25 21.16275
10/16/2019 2.36 535 535 10530.08 < 2.5 1.25 24.603
•
10/17/2019 2.2 312 312 5724.576 < 2.5 1.25 22.935
10/18/2019 2.32 423 423 8184.542 < 2.5 1.25 24.186
Data Submitted Ix r ivvA cvw.AIbX
INF,HW,EFF Data
Page 29 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW TSS
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < ImminunLan my Calculation lbs
10/21/2019A 2.41 1 245 245 4924.353 < 2.5 1.25 25.12425
10/22/2019 3.41 258 258 7337.365 < 2.5 1.25 35.54925
10/23/2019 2.44 180 180 3662.928 < 2.5 1.25 25.437
10/24/2019 2.65 239 239 5282.139 < 2.5 1.25 27.62625
10/25/2019 2.67 235 235 5232.933 < 2.5 1.25 27.83475
10/28/2019 3.4 228 228 6465.168 < 2.5 1.25 35.445
10/29/2019 2.72 265 265 6011.472 < 2.5 1.25 28.356
10/30/2019 3.08 270 270 6935.544 < 2.5 1.25 32.109
10/31/2019 4.39 180, 180 6590.268 < 2.5 1.25 45.76575
11/1/2019 3.39 186 186 5258.704 < 2.5 1.25 35.34075
11/4/2019 2.72 210 210 4763.808 < 2.5 1.25 28.356
11/5/2019 2.53 360 360 7596.072 < 2.5 1.25 26.37525
11/6/2019 2.77 212 212 4897.582 < 2.5 1.25 28.87725
11/7/2019 2.44 455 455 9259.068 < 2.5 1.25 25.437
11/8/2019 1.38 366 366 4212.367 < 2.5 1.25 14.3865
11/12/2019 2.31 217 217 4180.592 < 2.5 1.25 24.08175
11/13/2019 2.72 222 222 5036.026 < 2.5 1.25 28.356
11/14/2019 2.67 209 209 4653.97 < 2.5 1.25 27.83475
11/15/2019 2.29 189 189 3609.635 < 2.5 1.25 23.87325
11/18/2019 2.38 192 192 3811.046 < 2.5 1.25 24.8115
11/19/2019 2.56 276 276 5892.71 < 2.5 1.25 26.688
11/20/2019 2.35 284, 284 5566.116 < 2.5 1.25 24.49875
11/21/2019 2.35 372 372 7290.828 < 2.5 1.25 24.49875
11/22/2019 2.29 310 310 5920.566 < 2.5 1.25 23.87325
11/25/2019 2.74 384 384 8775.014 < 2.5 1.25 28.5645
1 1/26/2019 2.3 414 414 7941.348 < 2.5 1.25 23.9775
11/27/2019 2.2 242 242 4440.216 < 2.5 1.25 22.935
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 30 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
12/7/2016 2.43 < 0.1 0.05 1.01331
12/8/2016 2.04 < 0.1 0.05 0.85068
12/9/2016 1.71 < 0.1 0.05 0.71307
12/12/2016 1.79 < 0.1 0.05 0.74643
12/13/2016 1.79
12/14/2016 1.69 < 0.1 0.05 0.70473
12/15/2016 1.57
12/16/2016 1.54 < 0.1 0.05 0.64218
12/19/2016 1.61 < 0.1 0.05 0.67137
12/20/2016 1.73
12/21/2016 1.73 < 0.1 0.05 0.72141
12/22/2016 1.62 < 0.1 0.05 0.67554
12/28/2016 1.61 < 0.1 0.05 0.67137
12/29/2016 1.87 < 0.1 0.05 0.77979
12/30/2016 1.64 < 0.1 0.05 0.68388
1/3/2017 2.1 < 0.1 0.05 0.8757
1/4/2017 1.91 < 0.1 0.05 0.79647
1/5/2017 1.75
1/6/2017 1.69 < 0.1 0.05 0.70473
1/9/2017 1.78 < 0.1 0.05 0.74226
1/10/2017 1.71
1/11/2017 2.19 < 0.1 0.05 0.91323
1/12/2017 2.1
1/13/2017 2.03 < 0.1 0.05 0.84651
1/17/2017 2.66 0.29 0.29 6.433476
1/18/2017 2.47 < 0.1 0.05 1.02999
1/19/2017 2.37
1/20/2017 2.26 < 0.1 0.05 0.94242
1/23/2017 4.31 < 0.1 0.05 1.79727
1/24/2017 3.26
1/25/2017 2.65 < 0.1 0.05 1.10505
1/26/2017 2.36
1/27/2017 2.34 < 0.1 0.05 0.97578
1/30/2017 2.28 0.11 0.11 2.091672
1/31/2017 2.56
2/1/2017 2.3 < 0.1 0.05 0.9591
2/2/2017 2.41
2/3/2017 2.14 < 0.1 0.05 0.89238
2/6/2017 2.33 < 0.1 0.05 0.97161
2/7/2017 2.28
2/8/2017 2.38 < 0.1 0.05 0.99246
2/9/2017 2.34
2/10/2017 2.35 < 0.1 0.05 0.97995
2/13/2017 2.06 < 0.1 0.05 0.85902
2/14/2017 2.46
2/15/2017 2.29 < 0.1 0.05 0.95493
2/16/2017 2.28
2/17/2017 2.26 < 0.1 0.05 0.94242
2/20/2017 2.4 < 0.1 0.05 1.0008
2/21/2017 2.25
2/22/2017 2.24 < 0.1 0.05 0.93408
Data Submitted kir HWA 2020.xlsW23/2017 2.43
INF,HW,EFF Data
Page 31 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < nmum.Jilin,Calculation lbs
2/24/2017 2.17 < 0.1 0.05 0.90489
2/27/2017 2.21 < 0.1 0.05 0.92157
2/28/2017 2.16
3/1/2017 2.4 < 0.1 0.05 1.0008
3/2/2017 2.28
3/3/2017 2.1 < 0.1 0.05 0.8757
3/6/2017 2.25 < 0.1 0.05 0.93825
3/7/2017 2.34
3/8/2017 2.21 < 0.1 0.05 0.92157
3/9/2017 2.17
3/10/2017 2.22 < 0.1 0.05 0.92574
3/13/2017 1.54 < 0.1 0.05 0.64218
3/14/2017 1.83
3/15/2017 1.55 < 0.1 0.05 0.64635
3/16/2017 1.61
3/17/2017 1.86 < 0.1 0.05 0.77562
3/20/2017 2.3 < 0.1 0.05 0.9591
3/21/2017 2.26
3/22/2017 2.21 0.37 0.37 6.819618
3/23/2017 2.17
3/24/2017 2.03 0.1 0.05 0.84651
3/27/2017 2.33 30.6 30.6 594.6253
3/28/2017 2.4 < 0.1 0.05 1.0008
3/29/2017 2.47 < 0.1 0.05 1.02999
3/30/2017 2.21
3/31/2017 4.51 < 0.1 0.05 1.88067
4/3/2017 3.25 < 0.1 0.05 1.35525
4/4/2017 2.43
.ems.
4/5/2017 2.61 0.1 0.05 1.08837
4/6/2017 2.73
4/7/2017 2.64 < 0.1 0.05 1.10088
4/10/2017 2.6 0.I 0.05 1.0842
4/11/2017 2.96
4/12/2017 2.24 0.1 0.05 0.93408
4/13/2017 2.4 0.1 0.05 1.0008
4/17/2017 1.93 0.1 0.05 0.80481
4/18/2017 1.96
,4/19/2017 2.31 0.1 0.05 0.96327
4/20/2017 2.42
4/21/2017 2.45 0.1 0.05 1.02165
4/24/2017 4.2
4/25/2017 3.5 8 8 233.52
4/26/2017 3.03 1(1.5 10.5 265.3371
4/27/2017 5.47
4/28/2017 2.72 0.26 0.26 5.898048
5/1/2017 3.99 0.7 0.7 23.29362
5/2/2017 3.88
5/3/2017 3.48 0.27 0.27 7.836264
5/4/2017 3.4
5/5/2017 4.93 0.83 0.83 34.12645
5/8/2017 2.84 0.1 0.05 1.18428
Data Submitted fur rivvH LUN.XISX
INF,HW,EFF Data
Page 32 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m•/L Calculation lbs
5/9/2017 3.12
5/10/2017 2.94 < 0.1 0.05 1.22598
5/11/2017 2.76
5/12/2017 3.12 1.4 1.4 36.42912
5/15/2017 2.25 < 0.1 0.05 0.93825
5/16/2017 2.36
5/17/2017 2.2 < 0.1 0.05 0.9174
5/18/2017 3.23
5/19/2017 2.22 < 0.1 0.05 0.92574
5/22/2017 2.8 < 0.1 0.05 1.1676
5/23/2017 3.94
5/24/2017 4.25 < 0.1 0.05 1.77225
5/25/2017 3.66
5/26/2017 2.95 < 0.1 0.05 1.23015
5/30/2017 2.44 < 0.1 0.05 1.01748
5/31/2017 2.4 < 0.1 0.05 1.0008
6/1/2017 2.4
6/2/2017 2.26 < 0.1 0.05 0.94242
6/5/2017 2.56 < 0.1 0.05 1.06752
6/6/2017 2.35
6/7/2017 2.52 < 0.1 0.05 1.05084
6/8/2017 2.24
6/9/2017 2.12 < 0.1 0.05 0.88404
6/12/2017 2.1 18.6 18.6 325.7604
6/13/2017 2.36 < 0.1 0.05 0.98412
6/14/2017 2.21 < 0.1 0.05 0.92157
6/15/2017 2.27
6/16/2017 2.25 < 0.1 0.05 0.93825
6/19/2017 2.23 < 0.1 0.05 0.92991
6/20/2017 2.19
6/21/2017 2.21 < 0.1 0.05 0.92157
6/22/2017 2.2
6/23/2017 2.31 < 0.1 0.05 0.96327
6/26/2017 2.07 6.1 6.1 105.3092
6/27/2017 2
6/28/2017 2.11 < 0.1 0.05 0.87987
6/29/2017 2.02 0.31 0.31 5.222508
6/30/2017 2.21
7/3/2017 2 < 0.1 0.05 0.834
7/5/2017 2.17 < 0.1 0.05 0.90489
7/6/2017 2.22
7/7/2017 2.1 < 0.1 0.05 0.8757
7/10/2017 2.12 < 0.1 0.05 0.88404
7/11/2017 2.04
7/12/2017 2.1 < 0.1 0.05 0.8757
7/13/2017 2.11
7/14/2017 2.1 < 0.1 0.05 0.8757
7/17/2017 1.91 14.4 14.4 229.3834
7/18/2017 2.17 < 0.1 0.05 0.90489
7/19/2017 2.07 < 0.1 0.05 0.86319
7/20/2017 2.09
Data Submitted Mt rivvrk Luzu.xisx
INF,HW,EFF Data
Page 33 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in I liluent Used in
Sample Date ntgd < mg/L Calculation lbs < mg;I. Calculation lbs
7/21/2017 1.91 < 1).1 0.05 0.79647
7/24/2017 2.34 < 0.1 0.05 0.97578
7/25/2017 2.06
7/26/2017 1.88 < 0.1 0.05 0.78396
7/27/2017 2.4
7/28/2017 2.3 < 0.1 0.05 0.9591
7/31/2017 1.98 _ < 0.1 0.05 0.82566
8/1/2017 2.03
8/2/2017 1.93 0.1 0.05 0.80481
8/3/2017 1.87
8/4/2017 2.11 0.1 0.05 0.87987
8/7/2017 2.34 < 0.1 0.05 0.97578
8/8/2017 2.39
8/9/2017 2.46 < 0.1 0.05 1.02582
8/10/2017 2
8/11/2017 2.08 < 0.1 0.05 0.86736
8/14/2017 2.24 < 0.1 0.05 0.93408
8/15/2017 2.36
8/16/2017 2.1 < 0.1 0.05 0.8757
8/17/2017 2.46 _
8/18/2017 2.48 < 0.1 0.05 1.03416
8/21/2017 2.35 < 0.1 0.05 0.97995
8/22/2017 2.27
8/23/2017 2.38 < 0.1 0.05 0.99246
8/24/2017 2.39
8/25/2017 2.2 < 0.1 0.05 0.9174
8/28/2017 2.2 < 0.1 0.05 0.9174
8/29/2017 2.38
8/30/2017 2.3 < 0.1 0.05 0.9591
8/31/2017 2.37
9/1/2017 2.48 < 0.1 _ 0.05 1.03416
9/5/2017 2.29 < 0.1 0.05 0.95493
9/6/2017 2.5 < 0.1 0.05 1.0425
9/7/2017 2.1
9/8/2017 2.25 < 0.1 0.05 0.93825
9/11/2017, 2.36 < 0.1 0.05 0.98412
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53 < 0.1 0.05 1.05501
9/15/2017 2.42 < 0.1 0.05 1.00914
9/18/2017 2.58 < 0.1 0.05 1.07586
9/19/2017 2.25
9/20/2017 2.53 < 0.1 0.05 1.05501
9/21/2017 2.19
9/22/2017 2.67 0.3 0.3 6.68034
9/25/2017 2.3 1.2 1.2 23.0184
9/26/2017 2.24
9/27/2017 2.42 0.36 0.36 7.265808
9/28/2017 2.16
9/29/2017 2.33 < 0.1 0.05 0.97161
` 10/2/2017 2.07 30.I 30.1 519.6404
Data Submitted tt&nvvr'Lucu.xisx
INF,HW,EFF Data
Page 34 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13 < 0.1 0.05 0.88821
10/5/2017 2.24 < 0.1 0.05 0.93408
10/6/2017 2.26 < 0.1 0.05 0.94242
10/9/2017 4.96 0.22 0.22 9.100608
10/10/2017 3.32
10/11/2017 3.08 < 0.1 0.05 1.28436
10/12/2017 2.51
10/13/2017 2.16 < 0.1 0.05 0.90072
10/16/2017 2.29 < 0.1 0.05 0.95493
10/17/2017 2.24
10/18/2017 2.17 < 0.1 0.05 0.90489
10/19/2017 2.35
10/20/2017 2.25 < 0.1 0.05 0.93825
10/23/2017 5.28 < 0.1 0.05 2.20176
10/24/2017 4.62
10/25/2017 3.53 < 0.1 0.05 1.47201
10/26/2017 2.78
10/27/2017 2.63 < 0.1 0.05 1.09671
10/30/2017 2.9 < 0.1 0.05 1.2093
10/31/2017 2.79
11/1/2017 2.74 < 0.1 0.05 1.14258
11/2/2017 2.55
11/3/2017 2.64 < 0.1 0.05 1.10088
11/6/2017 2.56 < 0.1 0.05 1.06752
11/7/2017 2.88
11/8/2017 2.54 < 0.1 0.05 1.05918
11/9/2017 2.67 < 0.1 0.05 1.11339
11/13/2017 2.57 < 0.1 0.05 1.07169
11/14/2017 2.27
11/15/2017 2.49 < 0.1 0.05 1.03833
11/16/2017 2.49
11/17/2017 2.35 < 0.1 0.05 0.97995
11/20/2017 2.31 < 0.1 0.05 0.96327
11/21/2017 2.18 < 0.1 0.05 0.90906
11/22/2017 2 < 0.1 0.05 0.834
11/27/2017 2.33 < 0.1 0.05 0.97161
11/28/2017 2.19
11/29/2017 2.52 < 0.1 0.05 1.05084
11/30/2017 2.32
12/1/2017 2.42 0.23 0.23 4.642044
12/4/2017 2.26 < 0.1 0.05 0.94242
12/5/2017 2.34
12/6/2017 2.26 < 0.1 0.05 0.94242
12/7/2017 2.15
12/8/2017 2.14 0.27 0.27 4.818852
12/11/2017 2.23 0.28 0.28 5.207496
12/12/2017 2.46
12/13/2017 2.34 0.22 0.22 4.293432
12/14/2017 2.19
12/15/2017 1.64 7.3 7.3 99.84648
Data Submitted km nvv-LULU.xIsx
INF,HW,EFF Data
Page 35 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < m• L Calculation lbs
12/18/2017 1.98 11.1 11.1 183.2965
12/19/2017 1.98
12/20/2017 1.94 0.14 0.14 2.265144
12/21/2017 1.75
12/22/2017 1.8 < 0.1 0.05 0.7506
12/28/2017 1.81 < 0.1 0.05 0.75477
12/29/2017 1.79 < 0.1 0.05 0.74643
1/2/2018 1.81 < 0.1 0.05 0.75477
1/3/2018 1.75 19.7 19.7, 287.5215 < 0.1 0.05 0.72975
1/4/2018 1.76 20.2 20.2 296.5037
1/5/2018 1.96 0.16 0.16 2.615424
1/8/2018 2.02 16.9 16.9 284.7109 < 0.1 0.05 0.84234
1/9/2018 1.99 18.4 18.4 305.3774
III II
1/10/2018 1.89 19.7 19.7 310.5232 < 0.1 0.05 0.78813
1/11/2018 3.51 20.1 20.1 588.3953
1/12/2018 5.27 11 11 483.4698 0.19 0.19 8.350842
1/16/2018 2.85 19.1 19.1 453.9879 0.29 0.29 6.89301
1/17/2018 2.54 0.32 0.32 6.778752
1/18/2018 2.68
1/19/2018 2.64 < 0.1 0.05 1.10088
1/22/2018 2.68 22.1 22.1 493.9615
1/23/2018 2.7 0.39 0.39 8.78202
1/24/2018 2.53 < 0.1 0.05 1.05501
1/25/2018 2.42
1/26/2018 2.62 < 0.1 0.05 1.09254
1/29/2018 2.55 < 0.1 0.05 1.06335
1/30/2018 3.52
1/31/2018 2.68 < 0.1 0.05 1.11756
2/1/2018 2.42
2/2/2018 2.33 < 0.1 0.05 0.97161
2/5/2018 2.81 0.25 0.25 5.85885
2/6/2018 2.56
2/7/2018 3.07 < 0.1 0.05 1.28019
2/8/2018 2.84
2/9/2018 2.47 < 0.1 0.05 1.02999
2/12/2018 3.08 < 0.1 0.05 1.28436
2/13/2018 2.93
2/14/2018 2.85 0.48 0.48 11.40912
2/15/2018 2.81
2/16/2018 2.7 < 0.1 0.05 1.1259
2/19/2018 2.53 0.12 0.12 2.532024
2/20/2018 2.81
2/21/2018 2.74 < 0.1 0.05 1.14258
2/22/2018 2.89
2/23/2018 2.36 < 0.1 0.05 0.98412
2/26/2018 2.28 < 0.1 0.05 0.95076
2/27/2018 2.42
2/28/2018 2.75 < 0.1 0.05 1.14675
3/1/2018 3
3/2/2018 2.14 0.45 0.45 8.03142
3/5/2018 2.05 < 0.1 0.05 0.85485
Data Submitted or ryvvA LOLu.xisx
INF,HW,EFF Data
Page 36 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1 < 0.1 0.05 0.8757
3/8/2018 2.1
3/9/2018 2.3 < 0.1 0.05 0.9591
3/12/2018 2.47 < 0.1 0.05 1.02999
3/13/2018 2.86
3/14/2018 2.97 < 0.1 0.05 1.23849
3/15/2018 2.9
3/16/2018 2.75 1.26 1.26 28.8981
3/19/2018 2.62 < 0.1 0.05 1.09254
3/20/2018 3.04
3/21/2018 2.83 < 0.1 0.05 1.18011
3/22/2018 2.77
3/23/2018 2.8 < 0.1 0.05 1.1676
3/26/2018 2.93 < 0.1 0.05 1.22181
3/27/2018 2.99
3/28/2018 2.71 < 0.1 0.05 1.13007
3/29/2018 2.92 < 0.1 0.05 1.21764
4/2/2018 2.07 < 0.1 0.05 0.86319
4/3/2018 2.16
4/4/2018 2.51 < 0.1 0.05 1.04667
4/5/2018 2.4
4/6/2018 2.57 < 0.1 0.05 1.07169
4/9/2018 2.26 < 0.1 0.05 0.94242
4/10/2018 2.41
4/11/2018 2.27 < 0.1 0.05 0.94659
4/12/2018 2.49
4/13/2018 2.1 < 0.1 0.05 0.8757
4/16/2018 4.04 0.24 0.24 8.086464
4/17/2018 3.23
4/18/2018 3.09 0.52 0.52 13.40071
4/19/2018 2.69
4/20/2018 2.74 1.97 1.97 45.01765
4/23/2018 3.44 19.9 19.9 570.923
4/24/2018 5.43 1.98 1.98 89.66668
4/25/2018 4.9 8.47 8.47 346.135
4/26/2018 4.38
4/27/2018 3.52 < 0.1 0.05 1.46784
4/30/2018 2.94 < 0.1 0.05 1.22598
5/1/2018 2.76
5/2/2018 2.68 < 0.1 0.05 1.11756 I
5/3/2018 2.71
5/4/2018 2.51 < 0.1 0.05 1.04667
5/7/2018 2.76 < 0.1 0.05 1.15092
5/8/2018 2.65
5/9/2018 2.64 0.96 0.96 21.1369
5/10/2018 2.53
5/11/2018 2.3 < 0.1 0.05 0.9591
5/14/2018 2.1
5/15/2018 2.27 < 0.1 0.05 0.94659
5/16/2018 2.76 < 0.1 0.05 1.15092
Data Submitted(ui rivvv ruLu.xisx I
INF,HW,EFF Data
Page 37 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < twin..jiierillis,Calculation lbs
5/17/2018 2.81
5/18/2018 5.32 < 0.1 0.05 2.21844
5/21/2018 3.74 < 0.1 0.05 1.55958
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82 < 0.1 0.05 1.17594
5/25/2018 3.26 < 0.1 0.05 1.35942
5/29/2018 4.31 < 0.1 0.05 1.79727
5/30/2018 5.18 _ 0.22 0.22 9.504264
5/31/2018 4.84
6/1/2018 4.22 < 0.1 0.05 1.75974
6/4/2018 3.47 < 0.1 0.05 1.44699
6/5/2018 3.29
6/6/2018 2.86 < 0.1 0.05 1.19262
6/7/2018 2.75
6/8/2018 2.65 < 0.1 0.05 1.10505
6/11/2018 2.55 < 0.1 0.05 1.06335
6/12/2018 2.5
6/13/2018 2.86 < 0.1 0.05 1.19262
6/14/2018 2.65
6/15/2018 2.41 i < 0.1 0.05 1.00497
6/18/2018 2.53 < 0.1 0.05 1.05501
6/19/2018 2.58
6/20/2018 2.4 < 0.1 0.05 1.0008
6/21/2018 2.46
6/22/2018 2.24 _ < 0.1 0.05 0.93408
6/25/2018 2.22 < 0.1 0.05 0.92574
6/26/2018 2.4
6/27/2018 2.38 < 0.1 0.05 0.99246
6/28/2018 2.22
6/29/2018 2.25 < 0.1 0.05 0.93825
7/2/2018 2.25 < 0.1 0.05 0.93825
7/3/2018 2.22 < 0.1 0.05 0.92574
7/5/2018 2.2
7/6/2018 2.15 < 0.1 0.05 0.89655
7/9/2018 2.13 15.9 15.9 282.4508 .
7/10/2018 2.11 < 0.1 0.05 0.87987
7/11/2018 2.23 < 0.1 0.05 0.92991
7/12/2018 2.31
7/13/2018 2.26 < 0.1 0.05 0.94242
7/16/2018 2.26 < 0.1 0.05 0.94242
7/1 7/2018 2.04
7/18/2018 2.23
7/19/2018 2.03 < 0.1 0.05 0.84651
7/20/2018 2.04 < 0.1 0.05 0.85068
7/23/2018 2.24 < 0.1 0.05 0.93408
7/24/2018 2.43
7/25/2018 2.41 < 0.1 0.05 1.00497
7/26/2018 2.28
7/27/2018 2.3 < 0.1 0.05 0.9591
7/30/2018 2.24 0.1 0.05 0.93408
Data Submitted ur nvvri cucv.Xrax
INF,HW,EFF Data
Page 38 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Used in
Sample Date mgd < mg/L Calculation lbs <IffilCalculation lbs
7/31/2018 2.37
8/1/2018 2.42 < 0.1 0.05 1.00914
8/2/2018 3
8/3/2018 3.78 < 0.1 0.05 1.57626
8/6/2018 2.57 < 0.1 0.05 1.07169
8/7/2018 2.49
8/8/2018 2.5 < 0.1 0.05 1.0425
8/9/2018 2.4
8/10/2018 2.43 < 0.1 0.05 1.01331
8/13/2018 2.51 < 0.1 0.05 1.04667
8/14/2018 2.6
8/15/2018 2.83 0.15 0.15 3.54033
8/16/2018 2.44
8/17/2018 2.88 < 0.1 0.05 1.20096
8/20/2018 2.88 0.1 0.05 1.20096
8/21/2018 3.55
8/22/2018 3.15 0.18 0.18 4.72878
8/23/2018 2.82
8/24/2018 2.28 0.1 0.05 0.95076
8/27/2018 2.68 _ 0.1 0.05 1.11756
8/28/2018 2.25
8/29/2018 2.7 0.17 0.17 3.82806
8/30/2018 2.64
8/31/2018 2.67 1.1 1.1 24.49458
9/4/2018 2.58 0.1 0.05 1.07586
9/5/2018 2.45 0.11 0.11 2.24763
9/6/2018 2.51
9/7/2018 2.36 0.1 0.05 0.98412
9/10/2018 2.6 0.13 0.13 2.81892
9/11/2018 2.73 28 28 637.5096
9/12/2018 2.98 0.25 0.25 6.2133
9/13/2018 2.64
9/14/2018 2.37 0.1 0.05 0.98829
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61 0.1 0.05 1.50537
9/20/2018 3.16 0.1 0.05 1.31772
9/21/2018 2.82 0.23 0.23 5.409324
9/24/2018 2.94 0.1 0.05 1.22598
9/25/2018 3.04
9/26/2018 2.81 0.1 0.05 1.17177
9/27/2018 2.73
9/28/2018 2.86 < 0.1 0.05 1.19262
10/1/2018 2.77 23.1 23.1 533.6516
10/2/2018 2.61 < 0.1 0.05 1.08837
10/3/2018 2.62 < 0.1 0.05 1.09254
10/4/2018 2.66
10/5/2018 2.7 e 0.1 0.05 1.1259
10/8/2018 2.84 < 0.1 0.05 1.18428
10/9/2018 2.9
10/10/2018 4.15 < 0.1 0.05 1.73055
Data Submitted*i nvvp wLu.xmx
INF,HW,EFF Data
Page 39 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammo.ia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75 0.4 0.4 15.846
10/15/2018 3.3 < 0.1 0.05 1.3761
10/16/2018 3.22
10/17/2018 3.27 < 0.1 0.05 1.36359
10/18/2018 3.08
10/19/2018 2.67 < 0.1 0.05 1.11339
10/22/2018 2.6 < 0.1 0.05 1.0842
10/23/2018 2.84
10/24/2018 2.69 < 0.1 0.05 1.12173
10/25/2018 2.54
10/26/2018 3.36 < 0.1 0.05 1.40112
10/29/2018 3.12 0.23 0.23 5.984784
10/30/2018 3.05
10/31/2018 3.04 0.87 0.87 22.05763
11/1/2018 2.94
11/2/2018 3.07 < 0.1 0.05 1.28019
11/5/2018 2.79 0.31 0.31 7.213266
11/6/2018 2.99
11/7/2018 2.74 0.2 0.2 4.57032
11/8/2018 2.53
11/9/2018 2.67 < 0.1 0.05 1.11339
11/13/2018 2.99 0.83 0.83 20.69738
11/14/2018 2.75 < 0.1 0.05 1.14675
11/15/2018 4.39
11/16/2018 3.48 < 0.1 0.05 1.45116
11/19/2018 2.89 < 0.1 0.05 1.20513
11/20/2018 2.74 0.28 0.28 6.398448
11/21/2018 2.31 < 0.1 0.05 0.96327
11/26/2018 3.11 < 0.1 0.05 1.29687
1 1/27/2018 2.95
11/28/2018 2.7 < 0.1 0.05 1.1259
11/29/2018 2.98
11/30/2018 2.79 < 0.1 0.05 1.16343
12/3/2018 2.79 < 0.1 0.05 1.16343
12/4/2018 2.8
12/5/2018 2.79 < 0.1 0.05 1.16343
12/6/2018 2.71
12/7/2018 2.53 < 0.1 0.05 1.05501
12/10/2018 2.67 < 0.1 0.05 1.11339
12/11/2018 2.98
12/12/2018 2.66 < 0.1 0.05 1.10922
12/13/2018 2.66
12/14/2018 3.78 < 0.1 0.05 1.57626
12/17/2018 3.41 < 0.1 0.05 1.42197
12/18/2018 2.97
12/19/2018 2.85 _ < 0.1 0.05 1.18845
12/20/2018 3.73
12/21/2018 5.57 0.16 0.16 7.432608 a
12/27/2018 2.85 < 0.1 0.05 1.18845
12/28/2018 5.27 < 0.1 0.05 2.19759
Data Submitted its rivvrs zuLu.xisx
INF,HW,EFF Data
Page 40 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation ►bs
12/31/2018 3.09 < 0.1 0.05 1.28853
1/2/2019 2.93 < 0.1 0.05 1.22181
1/3/2019 2.86
1/4/2019 3.38 < 0.1 0.05 1.40946
1/7/2019 2.78 < 0.1 0.05 1.15926
1/8/2019 2.79
1/9/2019 2.52 < 0.1 0.05 1.05084
1/10/2019 2.65 _
1/11/2019 2.41 < 0.1 0.05 1.00497
1/14/2019 2.91 20.6 20.6 499.9496
1/15/2019 3 0.26 0.26 6.5052
1/16/2019 2.76 0.13 0.13 2.992392
1/17/2019 2.71
1/18/2019 2.61 < 0.1 0.05 1.08837
1/22/2019 2.71 < 0.1 0.05 1.13007
1/23/2019 3.26 0.1 0.1 2.71884
1/24/2019 4.86
1/25/2019 3.33 < 0.1 0.05 1.38861
1/28/2019 2.9 < 0.1 0.05 1.2093
1/29/2019 2.95
1/30/2019 2.69 < 0.1 0.05 1.12173
1/31/2019 2.6
2/1/2019 2.73 < 0.1 0.05 1.13841
2/4/2019 2.67 i < 0.1 0.05 1.11339
2/5/2019 2.75
2/6/2019 2.67 < 0.1 0.05 1.11339
2/7/2019 2.84
2/8/2019 2.38 0.71 0.71 14.09293
2/11/2019 2.56 < 0.1 0.05 1.06752
2/12/2019 3
2/13/2019 2.67 < 0.1 0.05 1.11339
2/14/2019 2.5
2/15/2019 2.42 < 0.1 0.05 1.00914
2/18/2019 2.94 < 0.1 0.05 1.22598
2/19/2019 2.51
2/20/2019 2.87 < 0.1 0.05 1.19679
2/21/2019 3.47
2/22/2019 3.06 < 0.1 0.05 1.27602
2/25/2019 3.46 0.52 0.52 15.00533
2/26/2019 3.23
2/27/2019 2.97 < 0.1 0.05 1.23849
2/28/2019 2.99
3/1/2019 2.86 < 0.1 0.05 1.19262
3/4/2019 2.19 < 0.1 0.05 0.91323
3/5/2019 2.24
3/6/2019 2.15 < 0.1 0.05 0.89655
3/7/2019 2.1
3/8/2019 2.35 < 0.1 0.05 0.97995
3/11/2019 2.95 < 0.1 0.05 1.23015
3/12/2019 2.76
3/13/2019 2.62_ 0.56 0.56 12.23645
Data Submitted wi mum.uzu.xisx
INF,HW,EFF Data
Page 41 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammo is
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs mg/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59 0.1 0.05 1.08003
3/18/2019 2.65 0.1 0.05 1.10505
3/19/2019 2.42
3/20/2019 2.5 0.1 0.05 1.0425
3/21/2019 2.51
3/22/2019 2.46 < 0.1 0.05 1.02582
3/25/2019 2.52 < O.I 0.05 1.05084
3/26/2019 2.67
3/27/2019 2.44 < 0.1 0.05 1.01748
3/28/2019 2.49
3/29/2019 2.34 < 0.1 0.05 0.97578
4/1/2019 2.48 < 0.1 0.05 1.03416
4/2/2019 2.35 ,
4/3/2019 2.46 < 0.1 0.05 1.02582
4,4/2019 2.32
4/5/2019 2.57 < 0.1 0.05 1.07169
4/8/2019 2.43 25.8 25.8 522.868
4/9/2019 2.59 < 0.1 0.05 1.08003
4/10/2019 2.51 < 0.1 0.05 1.04667
4/11/2019 2.35
4/12/2019 2.51 < 0.1 0.05 1.04667
4/15/2019 3.97 < 0.1 0.05 1.65549
4/16/2019 3.25
4/17/2019 3.3 < 0.1 0.05 1.3761
4/18/2019 2.84 < 0.1 0.05 1.18428
4/22/2019 3.22 < 0.1 0.05 1.34274
4/23/2019 2.9
4/24/2019 2.56 < 0.1 0.05 1.06752
4/25/2019 2.65,
4/26/2019 2.78 < 0.1 0.05 1.15926
4/29/2019 2.75 < 0.1 0.05 1.14675
4/30/2019 2.54
5/1/2019 2.55 < 0.1 0.05 1.06335
5/2/2019 2.74
5/3/2019 2.48 < 0.1 0.05 1.03416
5/6/2019 2.55 < 0.1 0.05 1.06335
5/7/2019 2.76
5/8/2019 2.52 < 0.1 0.05 1.05084
5/9/2019 2.45
5/10/2019 2.31 < 0.1 0.05 0.96327
5/13/2019 2.33 < 0.1 0.05 0.97161
5/14/2019 2.13
5/15/2019 2.09 0.1 0.05 0.87153
5/16/2019 1.95
5/17/2019 2.26 < 0.1 0.05 0.94242
5/20/2019 2.14 < 0.1 0.05 0.89238
5/21/2019 2.26
5/22/2019 2.1 0.1 0.05 0.8757
5/23/2019 2.05
5/24/2019 2.05 0.1 0.05 0.85485
Data Submitted Its nvvp Lucy:sibs
INF,HW,EFF Data
Page 42 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammo is
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27 < 0.1 0.05 0.94659
5/30/2019 2.01
5/31/2019 2.24 < 0.1 0.05 0.93408
6/3/2019 2.16 < 0.1 0.05 0.90072
6/4/2019 2.02
6/5/2019 2.19 < 0.1 0.05 0.91323
6/6/2019 2.19
6/7/2019 2.51 < 0.1 0.05 1.04667
6/10/2019 4.56 < 0.1 0.05 1.90152
6/11/2019 3.78
6/12/2019 3.57 < 0.1 0.05 1.48869
6/13/2019 2.9
6/14/2019 2.35 < 0.1 0.05 0.97995
6/17/2019 2.54 < 0.1 0.05 1.05918
6/18/2019 3.38
6/19/2019 3.54 < 0.1 0.05 1.47618
6/20/2019 2.83
6/21/2019 2.71 < 0.1 0.05 1.13007
6/24/2019 2.68 < 0.1 0.05 1.11756
6/25/2019 2.6
6/26/2019 2.54 < 0.1 0.05 1.05918
6/27/2019 2.34
6/28/2019 2.37 < 0.1 0.05 0.98829
7/1/2019 2.23 < 0.1 0.05 0.92991
7/2/2019 2.39
7/3/2019 2.33 < 0.1 0.05 0.97161
7/5/2019 2.27 < 0.1 0.05 0.94659
7/8/2019 2.54 < 0.1 0.05 1.05918
7/9/2019 2.8
7/10/2019 2.92 < 0.1 0.05 1.21764
7/11/2019 2.82
7/12/2019 2.54 < 0.1 0.05 1.05918
7/15/2019 2.38 < 0.1 0.05 0.99246
7/16/2019 2.54
7/17/2019 2.25 < 0.1 0.05 0.93825
7/18/2019 2.37
7/19/2019 2.09 < 0.1 0.05 0.87153
7/22/2019 2.51 19.6 19.6 410.2946
7/23/2019 2.62 < 0.1 0.05 1.09254
7/24/2019 2.4 < 0.1 0.05 1.0008
7/25/2019 2.12
7/26/2019 2.38 < 0.1 0.05 0.99246
7/29/2019 2.22 < 0.1 0.05 0.92574
7/30/2019 2.21
7/31/2019 2.33 < 0.1 0.05 0.97161
8/1/2019 1.97 _
8/2/2019 2.43 < 0.1 0.05 1.01331
8/5/2019 2.39 < 0.1 0.05 0.99663
8/6/2019 2.19
8/7/2019 2.25_ < 0.1 0.05 0.93825
Data Submitted ui rnvr-,Zu.u.xrsx
INF,HW,EFF Data
Page 43 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999
1

Removal Rate Calculations
FLOW Ammo is
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L, Calculation lbs
8/8/2019r 2.12
8/9/2019 2.05 0.1 0.05 0.85485
8/12/2019 2.3 0.1 0.05 0.9591
8/13/2019 2.52
8/14/2019 2.36 0.1 0.05 0.98412
8/15/2019 2.37
8/16/2019 2.26 < 0.1 0.05 0.94242
8/19/2019 2.44 < 0.1 0.05 1.01748
8/20/2019 2.72
8/21/2019 2.45 0.1, 0.05 1.02165
8/22/2019 2.41
8/23/2019 2.43 < 0.1 0.05 1.01331
8/26/2019 2.5 < 0.1 0.05 1.0425
8/27/2019 2.52,
8/28/2019 2.64 < 0.1 0.05 1.10088
8/29/2019 2.27
8/30/2019 2.5 < 0.1 0.05 1.0425
9/3/2019 2.62 < 0.1 0.05 1.09254
9/4/2019 2.36 < 0.1 0.05 0.98412
9/5/2019 2.63
9/6/2019 2.4 0.45 0.45 9.0072
9/9/2019 2.47 < 0.1 0.05 1.02999
9/10/2019 2.45 _
9/11/2019 2.4 < 0.1 0.05 1.0008
9/12/2019 2.33
9/13/2019 2.48 < 0.1 0.05 1.03416
9/16/2019 2.57 < 0.1 0.05 1.07169
9/17/2019 2.34
9/18/2019 2.4 < 0.1 0.05 1.0008
9/19/2019 2.22
9/20/2019 2.47 < 0.1 0.05 1.02999
9/23/2019 2.3 < 0.1 0.05 0.9591
9/24/2019 2.42
9/25/2019 2.48 < 0.1 0.05 1.03416
9/26/2019 2.23
9/27/2019 2.39 < 0.1 0.05 0.99663
9/30/2019 2.44 < 0.1 0.05 1.01748
10/1/2019 2.5 .
10/2/2019 2.25 0.43 0.43 8.06895
10/3/2019 2.46,
10/4/2019 2.29 _ < 0.1 0.05 0.95493
10/7/2019 2.55 27.5 27.5 584.8425
10/8/2019 2.55 < 0.1 0.05 1.06335
10/9/2019 2.36 < 0.1 0.05 0.98412
10/10/2019 2.26
10/11/2019 2.15 < 0.1 0.05 0.89655
10/14/2019 1.79 < 0.1 0.05 0.74643
10/15/2019 2.03
10/16/2019 2.36 < 0.1 0.05 0.98412
10/17/2019 2.2
10/18/2019 2.32 0.15 0.15 2.90232
Data Submitted lb nvvH LuZu.)usx
INF,HW,EFF Data
Page 44 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Ammonia
Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation lbs < mg/L Calculation lbs
10/21/2019 2.41 < 0.1 0.05 1.00497
10/22/2019 3.41
10/23/2019 2.44 1.58 1.58 32.15237
10/24/2019 2.65
10/25/2019 2.67 < 0.1 0.05 1.11339
10/28/2019 3.4 < 0.1 0.05 1.4178
10/29/2019 2.72
10/30/2019 3.08 < 0.1 0.05 1.28436
10/31/2019 4.39
11/1/2019 3.39 0.18 0.18 5.089068
11/4/2019 2.72
11/5/2019 2.53 0.31 0.31 6.541062
11/6/2019 2.77 < 0.1 0.05 1.15509
11/7/2019 2.44
11/8/2019 1.38 < 0.1 0.05 0.57546
11/12/2019 2.31 < 0.1 0.05 0.96327
11/13/2019 2.72 < 0.1 0.05 1.13424
11/14/2019 2.67
11/15/2019 2.29 < 0.1 0.05 0.95493
11/18/2019 2.38 < 0.1 0.05 0.99246
11/19/2019 2.56
11/20/2019 2.35 < 0.1 0.05 0.97995
11/21/2019 2.35
11/22/2019 2.29 < 0.1 0.05 0.95493
11/25/2019 2.74 < 0.1 0.05 1.14258
11/26/2019 2.3 < 0.1 0.05 0.9591
11/27/2019 2.2 < 0.1 0.05 0.9174
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 45 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs • ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24,
Data Submitted for HWA 2020 xis/23/2017 2.43
INF,HW,EFF Data
Page 46 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 221
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 5 2.5 0.05004
3/29/2017 2.47
3/30/2017
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2(117 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted Sir nvvh zuzu.xisx
INF,HW,EFF Data
Page 47 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ut�/I. Calculation lbs ug/L Calculation lbs
5/9/2017� 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 5 2.5 0.043785
6/13/2017 2.36 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2(117 2.11
6/29/2017 2.02
6/30/2017 221
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2(117 2.11
7/14/2017 2.1
7/17/2017 1.91 < 5 2.5 0.039824
7/18/2017 2.17 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09
Data Submitted for rrvv/LuLu.xisx
INF,HW,EFF Data
Page 48 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/21/20 1 7 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Submitted an rivvrs LuLu.xisx
INF,HW,EFF Data
Page 49 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < uu'L Calculation lbs u9.'l. Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 5 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
1 1/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
1 1/20/2017 2.31
11/21/2017 2.18
1 1/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted(LI rivvx susu.xisx
INF,HW,EFF Data
Page 50 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018_ 2.05
Data Submitted i hvv,v LULU.XISX
INF,HW,EFF Data
Page 51 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/l. Calculation lbs • ul'l. Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
4/24/2018 5.43 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76
Data Submitted dt rnvr{zuzu.xisx
INF,HW,EFF Data
Page 52 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.11 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Submitted wi rivvn Lutu.xisx
INF,HW,EFF Data
Page 53 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in `BE Calculation
in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted I or nvv,s Luw.xisx
INF,HW,EFF Data
Page 54 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L. Calculation lbs < u• Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted 661 rum NLu.xJbx
INF,HW,EFF Data
Page 55 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L, Calculation lbs < ug/L, Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52ek
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.060674
1/15/2019 3 < 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019, 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Submitted tn 11VVH LU U.XJbX
INF,IiW,EFF Data
Page 56 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arseni
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
1 5/20/20 9 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019_ 2.05
Data Submitted fur rlvv.-zuzu.xisx
INF,HW,EFF Data
Page 57 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
influent Used in Effluent Used in
Sample Date mgd < u1'I. Calculation lbs < ug/1. Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted for rivvx zuzu.xisx
INF,HW,EFF Data
Page 58 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Submitted or ryvvr\[u.u.xisx
INF,HW,EFF Data
Page 59 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Arsenic
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 60 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted .r HWA 2020 xls�/23/20I 7 2.43
INF,HW,EFF Data
Page 61 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in I•,fluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 2 1 0.019432
3/28/2017 2.4 2 1 0.020016
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2(117 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted fbi nvvft ruLu.xsx
INF,HW,EFF Data
Page 62 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 2 1 0.017514
6/13/2017 2.36 < 2 1 0.019682
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 < 2 1 0.015929
7/18/2017 2.17 < 2 1 0.018098
7/19/2017 2.07
7/20/2017 2.09
Data Submitted hUr rrvvr-Luzu.xisx
INF,HW,EFF Data
Page 63 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53 _
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017_ 2.07 < 2 1 0.017264
Data Submitted tui rtvv,LuLu.xisx
INF,HW,EFF Data
Page 64 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 2 1 0.018848
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28 _
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
1 1/7/2017 2.88
1 1/8/2017 2.54 _
1 1/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
1 1/16/2017 2.49
11/17/2017 2.35
1 1/20/2017 2.31
1 1/21/2017 2.18
1 1/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted Dui r-ivvn LULU.XISX
INF,HW,EFF Data
Page 65 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date 1112 d < ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 2 1 0.022351
1/23/2018 2.7 2 I 0.022518
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018, 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 228
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3 ,
3/2/2018 2.14
3/5/2018 2.05
Data Submitted tel rrvvry LULUxrsx
INF,HW,EFF Data
Page 66 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date Inns! < ug/L Calculation lb, ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 2 1 0.02869
4/24/2018 5.43 2 1 0.045286
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 2 1 0.018932
5/16/2018 2.76_
Data Submitted iur rivvr+zuzu.xrsx
INF,HW,EFF Data
Page 67 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < uDL Calculation lbs ug/I. Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/201R 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
r
7/6/2018 2.15
7/9/2018 2.13 < 2 I 0.017764
7/10/2018 2.11 2 1 0.017597
7/1 1/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.21
Data Submitted for rrvvrk zuzuxisx
INF,HW,EFF Data
Page 68 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 2 1 0.023102
10/2/2018 2.61 < 2 1 0.021767
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted 1u rivvI zuzu.xisx
INF,HW,EFF Data
Page 69 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
1 1/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted Itr nvvtl11JZu.xisx
INF,HW,EFF Data
Page 70 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in Effluent Used in
Sample Date m,0d < ug/L Calculation lbs < ug/1. Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 2 I 0.024269
1/15/2019 3 2 1_ 0.02502
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62_
Data Submitted tui rrvvH LULU.XISX
INF,HW,EFF Data
Page 71 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Inllucnt Usedin Fffluent Usedin
Sample Date mgd < ug'I. Calculation lbs uc'L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.51
3/21/2019 2.51
,
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 2 I 0.020266
4/9/2019 2.59 2 1 0.021601
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted fin rivv/A iuLu.xIsx
INF,HW,EFF Data
Page 72 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/1 7/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 2 I 0.020933
7/23/2019 2.62 2 I 0.021851
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted am NvvA zuLu.xax
INF,HW,EFF Data
Page 73 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs • ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.d2
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 2 I 0.021267
10/8/2019 2.55 2 1 0.021267
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Submitted ui nvw LU U X SX
INF,HW,EFF Data
Page 74 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cadmi m
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
1 1/4/2019 2.72
11/5/2019 2.53
1 1/6/2019 2.77
1 1/7/2019 2.44
11/8/2019 1.38
1 1/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
I1/21/2019 2.35
1 1/22/2019 2.29
1 1/25/2019 2.74
11/26/2019 2.3
1 1/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 75 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/1. Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/20 1 6 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted 0or HWA 2020 xis/23/2017 2.43
INF,HW,EFF Data
Page 76 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 < 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73 _
4/7/2017 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted 1'ur ryvvts zuzu.xrsx
INF,HW,EFF Data
Page 77 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs up'l. Calculation lbs
5/9/2017 3.12
5/10/2017 t 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 5 2.5 0.043785
6/13/2017 2.36 < 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 6.63 6.63 0.105612
7/18/2017 2.17 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09_
Data Submitted for r ivv,.r zuzu.xisx
INF,HW,EFF Data
Page 78 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Submitted Its rivvi zuzu.xisx
INF,HW,EFF Data
Page 79 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < u. L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 < 5 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted or rivv, ruLu.xisx
INF,HW,EFF Data
Page 80 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81 -
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Submitted rivvH NLu.x:Sx
INF,HW,EFF Data
Page 81 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in kffluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99116.
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
-
4/24/2018 5.43 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76
Data Submitted iut nvvr-zuzu.xisx
INF,HW,EFF Data
Page 82 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date tngd ug/L Calculation lbs ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.11 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018_ 2.24_
Data Submitted Jr rivvv,LULU.XrSx
INF,HW,EFF Data
Page 83 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/1 1/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/19/2018
4.2
9/19/2018 3.61.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted ibi Iivve LUZU.XISX
INF,HW,EFF Data
Page 84 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ibs < u• Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018, 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27_
Data Submitted Obi nvvr{Luzu.xibx
INF,HW,EFF Data
Page 85 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 7 7 0.169886
1/15/2019 3 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
I/18/2019q 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/1 8/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Submitted to rivv n zuLu.xrsx
INF,HW,EFF Data
Page 86 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd - ug/L Calculation Ibs ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 < 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31 _
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26 _
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted 1u rivvn zuzu.xmsx
INF,HW,EFF Data
Page 87 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/1, Calculation lbs
5/28/2019 2.1
n \ 1 i
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted/br HvvH LuLu.xisx
INF,HW,EFF Data
Page 88 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < u• Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 < 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Submitted for nvvrk zuzu.xisx
INF,HW,EFF Data
Page 89 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Chromium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77,
11/7/2019 2.44 _
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 90 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61 12.1 12.1 0.162472
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78 13.1 13.1 0.194472
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31 11.6 11.6 0.416967
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06 13.8 13.8 0.23709
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted'or HWA 2020 xtsW23/2017 2.43
INF,HW,EFF Data
Page 91 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21 8.96 8.96 0.165145
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54 9.89 9.89 0.127023
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 67.8 67.8 1.317503
3/28/2017 2.4 12.5 12.5 0.2502
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6 < 5 2.5 0.05421
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5 5.92 5.92 0.172805
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted ttr hvv/A Lulu.xrsx
INF,HW,EFF Data
Page 92 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Used in
Sample Date mgd < ug/I. Calculation lbs • Calculation Ills
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 56.8 56.8 0.994795
6/13/2017 2.36 14.5 14.5 0.285395
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 144 144 2.293834
7/18/2017 2.17 11.6 11.6 0.209934
7/19/2017 2.07
7/20/2017 2.09
Data Submitted ur rivvis Lu u.xrsx
INF,HW,EFF Data
Page 93 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Inlltient Used in Effluent Used in
Sample Date tngd uu I. Calculation lbs uL I. Calculation lbs
7/21/2(117 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 A 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2(117 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2(117 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07, 48.3 48.3 0.833842
Data Submitted ID Y1WH LULU.XIS%
INF,HW,EFF Data
Page 94 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mnd < tig/1. Calculation lbs ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 6.93 6.93 0.130619
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
1 1/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
1 1/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
1 1/20/2017 2.31
11/21/2017 2.18
1 1/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted ibi nyu/s zu u.XIsx
INF,HW,EFF Data
Page 95 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copp-r
Influent Used in Effluent Used in
Sample Date mgd < ug1. Calculation lbs u 'L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76 _
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 48.4 48.4 1.081798
1/23/2018 2.7 7.98 7.98 0.179694
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93 _
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Submitted ioi YIvvH LVLU.XISX
INF,HW,EFF Data
Page 96 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
3/6/2018 1.97 _
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62 _
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 33.8 33.8 0.969708
4/24/2018 5.43 8.06 8.06 0.365007
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 12.9 12.9 0.24422
5/16/2018_ 2.76
Data Submitted�i r1vv,zuzu.xisx
INF,HW,EFF Data
Page 97 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/1. Calculation lbs uc/t. Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 85 85 1.51)9957
7/10/2018 2.11 12.8 12.8 0.225247
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Submitted fbr rivvkk LuLu.xrsx
INF,HW,EFF Data
Page 98 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 67.8 67.8 1.566302
10/2/2018 2.61 11.4 11.4 0.248148
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted fur rrvvrt zuzu.xisx
INF,HW,EFF Data
Page 99 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mg(' upL Calculation lbs < ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018w 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/20 1 8 3.04
11/1/2018 2.94
1 1/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
1 1/7/2018 2.74
1 1/8/2018 2.53
1 1/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
1 1/20/2018 2.74
11/21/2018 2.31
1 1/26/2018 3.11
11/27/201 8 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/1 7/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
•
Data Submitted or rivvn ruLu.xisx
INF,HW,EFF Data
Page 100 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date tngd ug/L Calculation lbs un/I, Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 31 31 0.752351
1/15/2019 3 8 8 0.20016
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019_ 2.62_
Data Submitted Tui tivv,zuru.xnx
INF,HW,EFF Data
Page 101 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 37.9 37.9 0.768089
4/9/2019 2.59 10.1 10.1 0.218166
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted tor i rvvrs tutu.xisx
INF,HW,EFF Data
Page 102 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copp-r
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 29 29 0.607069
7/23/2019 2.62 7 7 0.152956
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25_
Data Submitted Its nvvr+Lulu.xisx
INF,NW,EFF Data
Page 103 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 53.7 53.7 1.142038
10/8/2019 2.55 10.3 10.3 0.21905
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2(119 2.2
10/18/2019 2.32
Data Submitted f 1-iWH zuzu.xisx
INF,HW,EFF Data
Page 104 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Copper
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 105 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1 Al
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4 •
2/21/2017 2.25
2/22/2017 2.24
Data Submitted or HWA 2020 xlsW23/2017 2.43
INF,HW,EFF Data
Page 106 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mad < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84_
Data Submitted fui rivvv zuzu.xisx
INF,HW,EFF Data
Page 107 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mud up I. Calculation lbs up'I. Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5.,31,2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 9 9 0.157626
6/13/2017 2.36 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 < 5 2.5 0.039824
7/18/2017 2.17 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09
Data Submitted fbr rtvvx zuzu.xisx
INF,HW,EFF Data
Page 108 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation lbs ug/L Calculation lbs
7/21/2017 1.91 ,
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Submitted nil nvvti zuzu.xisx
INF,HW,EFF Data
Page 109 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in I':111 went Used in
Sample Date mgd A< ugil. Calculation lbs uit/l. Calculation lbs
10/3/2017 2.19 5 2.5 0.045662
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
1 1/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
1 1/16/2017 2.49
11/17/2017 2.35
1 1/20/2017 2.31
11/21/2017 2.18
1 1/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
1 1/29/2017 2.52
11/30/2017 r 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/21)17 2.34
12/14/2017 2.19
12/15/2017_ 1.64
Data Submitted for riven LuLu.xrsx
INF,HW,EFF Data
Page 110 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug'I Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 5 2.5_ 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018_ 2.05
Data Submitted lot r-tvvn zuzu.xtsx
INF,HW,EFF Data
Page 111 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date L Calculation lb, ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
4/24/2018 5.43 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76
Data Submitted r nvvN tuzu.xisx
INF,HW,EFF Data
Page 112 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date < ug/L Calculation lbs < ug I. Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.11 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Submitted for tivvA tr.uxrsx
INF,HW,EFF Data
Page 113 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date ntpd a l. Calculation lbs mall ue,.1. Calculation lbs
emeiramir
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted JI -vv/LULU.XISX
INF,HW,EFF Data
Page 114 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation lbs ug/L Calculation Ills
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
1 1/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
1 1/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
1 1/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted or rivvH zuzu.xisx
INF,HW,EFF Data
Page 115 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Eliluent Used in
Sample Date mgd < ug Calculation lbs ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.061)674
1/15/2019 3 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Submitted its nvvx ruLu.xisx
INF,HW,EFF Data
Page 116 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted Ior rivvA iuzu.xisx
INF,HW,EFF Data
Page 117 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd < ug/l. Calculation lbs < u. L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted for hvv,v Lum.xisx
INF,HW,EFF Data
Page 118 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Submitted tut rrvv,y LULU.XISX
INF,HW,EFF Data
Page 119 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Cyanide
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
41
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
1 1/4/2019 2.72
11/5/2019 2.53
1 1/6/2019 2.77
1 1/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
1 1/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
1 1/22/2019 2.29
1 1/25/2019 2.74
1 1/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 120 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation Ibs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted •r HWA 2020.0;723/2017 2.43
INF,HW,EFF Data
Page 121 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

r
Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ugiL Calculation lbs I, Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/20I7 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted its r tvvn ruLu.xwx
INF,NW,EFF Data
Page 122 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
influent Used in Effluent Used in
Sample Date med < un/l, Calculation lbs < ug/L Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 5 2.5 0.1143785
6/13/2017 2.36 K 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.9I 5.26 5.26 0.083789
7/18/2017 2.17 < 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09
Data Submitted rur LuLu.xisx
INF,HW,EFF Data
Page 123 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mead ug/L Calculation lbs u<e/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35 -
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
-
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Submitted iui my/A zulu.xisx '
INF,HW,EFF Data
Page 124 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 5 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
1 l/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted lot nvvr,cuzu.xisx
INF,HW,EFF Data
Page 125 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ibs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018_ 2.05
Data Submitted fur rivvH zuLu.xisx
INF,HW,EFF Data
Page 126 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date ug/L Calculation lbs <, ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
4/24/2018 5.43 i 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76_
Data Submitted fin nvvM LuLu.xiSx
INF,HW,EFF Data
Page 127 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.11 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018_ 2.24_
Data Submitted fin hvvt\LuLu.xisx
INF,HW,EFF Data
Page 128 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ugl1, Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted Ur ri✓.H zuzu.xisx
INF,HW,EFF Data
Page 129 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/11/2018 8.17 ,
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
11.
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
lk
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
1 1/20/2018 2.74
11/21/2018 2.31
1 1/26/2018 3.11
1 1/27/2018 2.95
1 1/28/2018 2.7
1 1/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted Nr rivvm zuzu.xisx
INF,HW,EFF Data
Page 130 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mud < ug/L Calculation lbs < ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.060674
1/15/2019 3 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62_
Data Submitted ks hvvr{zuzu.xisx
INF,HW,EFF Data
Page 131 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/I. Calculation lbs < u. L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted or riva,v NN.wsx
INF,HW,EFF Data
Page 132 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/l. Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted or IYVVH LULU.XISX
INF,HW,EFF Data
Page 133 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mgd < ogll. Calculation lbs < ug/I. Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Submitted rti rivv/A zuzu.xisx
INF,HW,EFF Data
Page 134 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Lead
Influent Used in Effluent Used in
Sample Date mj d < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.4-1
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
1 1/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38 _
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
ll/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
1 1/22/2019 2.29
11/25/2019 2.74
1 1/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 135 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs u• Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted or HWA 2020 xls;/23/2017 2.43
INF,HW,EFF Data
Page 136 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 228
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 0.159 0.159 0.00309
3/28/2017 2.4 K 0.001 0.0005 1 C-O5
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Submitted ICI FiVV/s LULU.XISX
INF,HW,EFF Data
Page 137 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date niud I. Calculation lbs no:I. Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 0.114 0.114 0.001997
6/13/2017 2.36 0.00125 0.00125 2.46E-05
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 0.112 0.112 0.001784
7/18/2017 2.17 0.00179 0.00179 3.24E-05
7/19/2017 2.07
7/20/2017_ 2.09
Data Submitted Jr rnvrA tuzu.xisx
INF,HW,EFF Data
Page 138 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date ingd K ug/L Calculation lbs - ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017_ 2.07_ _ 0.234 0.234 0.00404
Data Submitted Rn nvvra Luw.XJSX
INF,HW,EFF Data
Page 139 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/l, Calculation lbs < ug/L Calculation lbs
10/3/2017 2.19 0.00743 0.00743 0.000136
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
1 1/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
1 1/20/2017 2.31
11/21/2017 2.18
1 1/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
1 1/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted Cr rivvi LULu.XISX
INF,HW,EFF Data
Page 140 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mery ry
Influent Used in Effluent Used in
Sample Date mvd < ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 0.0913 0.0913 0.002041
1/23/2018 2.7 0.00169 0.00169 3.81E-05
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Submitted its -1vvs zuzu.xisx
INF,HW,EFF Data
Page 141 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd , < ug/L Calculation lbs ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 k 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44
4/24/2018 5.43
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1 0.245 0.245 0.004291
5/15/2018 2.27 0.00734 0.00734 0.000139
5/16/2018 2.76
Data Submitted AA rivv,R Luiuxisx -
INF,HW,EFF Data
Page 142 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < u• L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 0.0905 0.0905 0.001608
7/10/2018 2.11 0.00116 0.00116 2.04E-05
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Submitted Mr nvva LuLu.xisx
INF,HW,EFF Data
Page 143 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/I, Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 0.0257 0.0257 0.000594
10/2/2018 2.61 < 0.0005 0.00025 5.44E-06
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted(ui rivvv zuzu.xisx
INF,HW,EFF Data
Page 144 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Used in
Sample Date < ug/L Calculation lbs • Calculation Ihs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
1 1/2/2018 3.07
11/5/2018 2.79
1 1/6/2018 2.99
1 1/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
1 1/20/2018 2.74
11/21/2018 2.31
1 1/26/2018 3.11
1 1/27/2018 2.95
11/28/2018 2.7
1 1/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted ui rivvo zUZU.XISX
INF,HW,EFF Data
Page 145 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 0.0172 0.0172 0.000417
1/15/2019 3 0.000636 0.000636 1.59E-05
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019, 2.38,
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23,
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Submitted to rivws zuzu.xlsx
INF,HW,EFF Data
Page 146 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug' . Calculation lbs ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
r
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 0.00741 0.00741 0.00015
4/9/2019 2.59 0.000548 0.000548 1.18E 05
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Submitted i rivvb LuLu.xisx
INF,HW,EFF Data
Page 147 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date in d no'I Calculation lbs < ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
r .
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 0.0164 0.0164 0.000343
7/23/2019 2.62 0.000517 0.000517 1.13E-05
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted tur r-rvvv,Lulu.xrsx
INF,HW,EFF Data
Page 148 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55
10/8/2019 2.55
10/9/2019 2.36 0.123 0.123 0.002421
10/10/2019 2.26 < 0.001 0.0005 9.42E-06
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019_ 2.32
Data Submitted of rive/LuLu.xisx
INF,HW,EFF Data
Page 149 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Mercury
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 150 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Sub pitted for HWA 2gig t;;017 2.43
INF,HW,EFF Data
Page 151 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mat < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/32017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017, 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61 _
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 221
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4 2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48,
5/4/2017 3.4
5/5/2017 4.93
5/8/2017_ 2.84
Data Sub ['lieu WI rrvvv,zuzu.xrsx
INF,HW,EFF Data
Page 152 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation Ib
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56 _
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 10 10 0.17514
6/13/2017 2.36 6.48 6.48 0.127542
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23 5.06 5.06 0.094107
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07 6.97 6.97 0.120329
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21 _
7/3/2017 2 < 2.5 0.0417 5 2.5 0.0417
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12 < 5 2.5 0.044202 < 5 2.5 0.044202
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 < 5 2.5 0.039824
7/18/2017 2.17 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09
Data Subi ittreu rut nvvv [utu.XIbX
INF,HW,EFF Data
Page 153 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybd-num
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 I.88 < 5 2.5 0.039198 < 5 2.5 0.039198
7/27/2017 2.4 < 5 2.5 0.05004 < 5 2.5 0.05004
7/28/2017 2.3 < 5 2.5 0.047955 < 5 2.5 0.047955
7/31/2017 1.98 < 5 2.5 0.041283 < 5 2.5 0.041283
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39,
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9l6!2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Sub,Lueu cua.xisx
INF,HW,EFF Data
Page 154 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 5 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
1 1/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017_ 1.64_
Data Sub nueu 1u I7vvH LULu.XIsx
INF,HW,EFF Data
Page 155 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 < 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28,
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05_
Data Sub,litteu Tut nvvrp zuLu.xmx
INF,HW,EFF Data
Page 156 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date m .1 < ug/L Calculation I h ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44
4/24/2018 5.43 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76
Data Sub MM.eu Jut nvvn LuLu.xIax
INF,HW,EFF Data
Page 157 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47 _
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25 _
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.11 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03 ,
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Sub,nueu lot nvVMM cuzu.xlsx
INF,HW,EFF Data
Page 158 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 < 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018_ 4.15_
Data Sub nnea for 1-1v5H zudu.xisx
INF,HW,EFF Data
Page 159 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
1 0/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
1 1/5/2018 2.79
11/6/2018 2.99
1 1/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
11 12/27/2018 2.85
12/28/2018 5.27
Data Sub infect for rtvvr{tuLu.xrsx
INF,HW,EFF Data
Page 160 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation Ib, ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019, 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.060674
1/15/2019 3 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019
2/1/2019 2.73
•
2/4/2019 2.67
2/5/2019 2.75
2/6/2019/2 19 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Sub nueu'or nvvrP zuzu.xiax
INF,HW,EFF Data
Page 161 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mud < ug/L Calculation lbs ug/I, Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019, 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019_ 2.05_
Data Sub,mce❑tor nvvA ZuLu.xisx
INF,HW,EFF Data
Page 162 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 < 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019_ 2.25
Data Subi lines iur 11VVH LULU.XIJX
INF,HW,EFF Data
Page 163 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < u•/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 < 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Sub nueu iui rtvvr zuzu.xisx
INF,HW,EFF Data
Page 164 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Molybdenum
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 165 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ibs < ug/L Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016, 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1,
1/4/2017 1.91
1/5/2017 1.75,
1/6/2017 1.69
1/9/2017 1.78 5 2.5 0.037113
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06 5 2.5 0.042951
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Sub fitted for HWA 24g. tg017 2.43
INF,HW,EFF Data
Page 166 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17,
3/24/2017 2.03,
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 < 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6 < 5 2.5 0.05421
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017_ 2.84_
Data Sub nueu rui MVP,LULU.XISX
INF,HW,EFF Data
Page 167 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/I. Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 5 2.5 0.043785
6/13/2017 2.36 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/1 1/20 1 7 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 6.4 6.4 0.101948
7/18/2017 2.17 < 5 2.5 0.045245
7/19/2017 2.07
7/20/2017_ 2.09
Data Sub lutes TUI 11VVH LULU.XISX
INF,HW,EFF Data
Page 168 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mud < ug/L Calculation lbs < ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Sub 'lieu[el V5R zuzu.xisx
INF,HW,EFF Data
Page 169 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 < 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Sub'Weil iot nvvm cuhu.xiax
INF,HW,EFF Data
Page 170 of 240 pages
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i1
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < up/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 < 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Sub imeu for rivvx zuzu.xisx
INF,HW,EFF Data
Page 171 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nick-1
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/l. Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8,
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
4/24/2018 5.43 < 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018 2.76
Data Sub uneu fur rfvvH LuLu.xrsx
INF,HW,EFF Data
Page 172 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd ug/L Calculation Ih: ug/L Calculation lhs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31,
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41,
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 5 2.5 0.0,14411
7/10/2018 2.11 < 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018_ 2.24
Data Sub met'iur nvvti LuLu.xisx
INF,HW,EFF Data
Page 173 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Used in
Sample Date mgd < ug/L Calculation lbs <ME Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 0.115509
10/2/2018 2.61 5 2.5 0.054-1 i 9
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Sub inueu rur nvvH LuLu.xisx --
INF,HW,EFF Data
Page 174 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
1 1/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Subf}mceu fur rivvm LULU.XlsX
INF,HW,EFF Data
Page 175 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date rngd < ug/L Calculation lbs < ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.060674
1/15/2019 3 < 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019, 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75,
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38,
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24,
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62_
Data Subi sues for Hvv/A zuLu.xrsx
INF,HW,EFF Data
Page 176 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ibs ug/L Calculation Ibs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65,
3/19/2019 2.42
3/20/2019 5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49,
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35,
4/3/2019 2.46,
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45,
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05_
Data Sub nueu ror rlvvx Luzu.xisx
INF,HW,EFF Data
Page 177 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel c el
Influent Used in Effluent Used in
Sample Date ni d ug/L Calculation Ibs ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.5I
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2(119 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Sub naeu for nvvr3 zuzu.xux
INF,HW,EFF Data
Page 178 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 < 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data SubAmceu tut rIVV/1 zuzu.x:sx
INF,HW,EFF Data
Page 179 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Nickel
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44 _
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3,
11/27/2019 2.2
Data Submitted for HWA 2020.xtsx
INF,HW,EFF Data
Page 180 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation ug/L Calculation lhs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Sub lifted for HWA 244 °17 2.43
INF,HW,EFF Data
Page 181 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ih, ugil. Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 5 2.5 0.048581
3/28/2017 2.4 5 2.5 0.05004
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6
4/11/2017, 2.96,
4/12/2017 2.24
4/13/2017, 2.4
4/17/2017, 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84
Data Sub me('ioi 11VVI1 zuzu.xisx
INF,HW,EFF Data
Page 182 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < u:/L Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 5 2.5 0.043785
6/13/2017 2.36 < 5 2.5 0.049206
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 < 5 2.5 0.039824
7/18/2017 2.17 < 5 2.5 0.045245
7/19/2017 2.07
7/20/2017 2.09
Data Sub•nueu tel F1VVH LuLo xisx
INF,HMV,EFF Data
Page 183 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/1, Calculation lbs < ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24,
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48,
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38,
8/24/2017 2.39,
8/25/2017 2.2
8/28/2017 2.2
8/29/2017, 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5`
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 5 2.5 0.04316
Data Sub uneu Tut I-iMA LuLu.xisx
INF,HW,EFF Data
Page 184 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 5 2.5 0.047121
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Sub meu iui nvvp.Luzu.x0sx
INF,HW,EFF Data
Page 185 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug& Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 5 2.5 0.055878
1/23/2018 2.7 5 2.5 0.056295
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Sub uueu rot nvvm zuzu.xisx
INF,HW,EFF Data
Page 186 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd ug/1. Calculation Ib, • ug/L Calculation lb,
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
•
4/3/2018 2.16
•
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 5 2.5 0.071724
4/24/2018 5.43 5 2.5 0.113216
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 5 2.5 0.04733
5/16/2018_ 2.76
Data Subi uueu iur rivvx zuzu.xisx
INF,HW,EFF Data
Page 187 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date nigd ug/l. Calculation lbs < ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55v. _
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25,
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 5 2.5 0.044411
7/10/2018 2.1I 1 5 2.5 0.043994
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018, 2.28
7/27/2018 2.3
7/30/2018 2.24
Data Sub uueu Tor rivv/zuLu.xisx
INF,HW,EFF Data
Page 188 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 < 5 2.5 0.057755
10/2/2018 2.61 < 5 2.5 0.054419
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Sub, uau[Or rrvvA LULU_%ISS
INF,HW,EFF Data
Page 189 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L, Calculation Ihs < ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
Mk
10/19/2018 2.67 ,
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04,
11/1/2018 2.94
11/2/2018 3.07
I1/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018, 4.39
11/16/2018 3.48,
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
IA
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018_ 5.27 _
Data Sub,mceu rut nvvri cucu.xisx
INF,HW,EFF Data
Page 190 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 5 2.5 0.060674
1/15/2019 3 5 2.5 0.06255
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data SubRlmeu iut nvvN Luzu.xiax
INF,HW,EFF Data
Page 191 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Used in
Sample Date mgd < unt'I. Calculation lbs Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 5 2.5 0.050666
4/9/2019 2.59 5 2.5 0.054002
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Sub nueu or rlvvri zuzu.xisx
INF,HW,EFF Data
Page 192 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent t'scd in Effluent Used in
Sample Date riled < ug/l, Calculation Ihs ug/L Calculation Ibs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23 1 _
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 5 2.5 0.052334
7/23/2019 2.62 5 2.5 0.054627
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25_
Data Sub lutes I u t rtvv,LULU.xISx
INF,HW,EFF Data
Page 193 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgi < ug/L Calculation lbs ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41,
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 5 2.5 0.053168
10/8/2019 2.55 5 2.5 0.053168
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32_
Data Subltnueu iui nvvm cvcv.xlsx
INF,NW,EFF Data
Page 194 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Selenium
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation 1b < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 195 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
,2J/22/2017 2.24
Data Sub lifted for HWA 2a£aIac°17 2.43
INF,HW,EFF Data
Page 196 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 < 1 0.5 0.009716
3/28/2017 2.4 < I 0.5 0.010008
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25 < 1 0.5 0.013553
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6 < 1 0.5 0.010842
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96 < 1 0.5 0.008173
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5 1 0.5 0.014595
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99 < I 0.5 0.016638 < 1 0.5 0.016638
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017_ 2.84 <_ 1 0.5 0.011843 <_ 1 0.5 0.011843
Data Sub.uueu iur nvvx zuzu.xisx
INF,HW,EFF Data
Page 197 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25 < 1 0.5 0.009383 < 1 0.5 0.009383
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8 < 1 0.5 0.011676 < 1 0.5 0.011676
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44 < 1 0.5 0.010175 < 1 0.5 0.010175
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56 < 1 0.5 0.010675 < 1 0.5 0.010675
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 < 1 0.5 0.008757
6/13/2017 2.36 < 1 0.5 0.009841
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23 < 1 0.5 0.009299 < 1 0.5 0.009299
6/20/2017, 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07 < 1 0.5 0.008632 < 1 0.5 0.008632
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2 < 1 0.5 0.00834 < 1 0.5 0.00834
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1,
7/10/2017 2.12 < 1 0.5 0.00884 < 1 0.5 0.00884
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017, 1.91 1.07 1.07 0.017044
7/18/2017 2.17 < 1 0.5 0.009049
7/19/2017 2.07
7/20/2017 2.09
Data Sub,nneu for nvv.v zuzu.xisx
INF,HW,EFF Data
Page 198 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date tngd < ug/L Calculation Ibs Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 < 1 0.5 0.008632
Data Sub ineu iui nvws zuzu.xisx
INF,HW,EFF Data
Page 199 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
10/3/2017, 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 < 1 0.5 0.009424
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63,
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27,
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32,
12/1/2017 2.42,
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19,
12/15/2017 1.64
Data Sub nueu Tut fMvvR cucu.xisx
INF,HW,EFF Data
Page 200 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation II), Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 < 1 0.5 0.011176
1/23/2018 2.7 1 0.5 0.011259
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Sub nueu rut nvvH aucu.xiax
INF,HW,EFF Data
Page 201 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation Ih Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 < 1 0.5 0.014345
4/24/2018 5.43 1 0.5 0.022643
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 I 0.5 0.009466
5/16/2018 2.76
Data Sub.nueu iui nvvri LULU.xlsx
INF,HW,EFF Data
Page 202 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 < 1 0.5 0.008882
7/10/2018 2.11 < 1 0.5 0.008799
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24_
Data Sub nneu Tor YMVVH LULU.XISX
INF,HW,EFF Data
Page 203 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW SiIv,
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018� 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64,
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04,
9/26/2018, 2.81
9/27/2018 2.73
9/28/2018 2.86,
10/1/2018 2.77 < 1 0.5 0.011551
10/2/2018 2.61 < 1 0.5 0.010884
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data SubRuneu for rrvvtl 2uLu.xrSx
INF,HW,EFF Data
Page 204 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69
10/25/2018 2.54
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
1 1/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
1 1/7/2018 2.74
11/8/2018 2.53
1 1/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
1 1/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018_ 5.27_
Data Sub uueu ui rivv/LuLu.xisx
INF,HW,EFF Data
Page 205 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 < 1 0.5 0.012135
1/15/2019 3 < 1 0.5 0.01251
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Subrmceu for rivvx zuzu.xisx
INF,HW,EFF Data
Page 206 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 < 1 0.5 0.010133
4/9/2019 2.59 1 0.5 0.0108
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1
5/23/2019 2.05
5/24/2019 2.05
Data Sub uuea for rtvvr,zuzu.xisx
INF,HW,EFF Data
Page 207 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Sily>
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 < 1 0.5 0.010467
7/23/2019 2.62 < 1 0.5 0.010925
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019_ 2.25
Data Sub alnceu tar rnvPP LoLu.xlsx
INF,HW,EFF Data
Page 208 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 < 1 0.5 0.010634
10/8/2019 2.55 < 1 0.5 0.010634
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Sub sues iui F1vvH LULU.XISX
INF,HW,EFF Data
Page 209 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Silver
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 210 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in � Used in
Sample Date mgd < ug/L Calculation lbs < Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61 50.6 50.6 0.679426
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78 43.2 43.2 0.641313
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37
1/20/2017 2.26
1/23/2017 4.31 60.5 60.5 2.174697
1/24/2017 3.26
1/25/2017 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06 67 67 1.151087
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Subfitted for HWA 24it. tg017 2.43
INF,HW,EFF Data
Page 211 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
2/24/2017 2.17
2/27/2017 2.21 68.7 68.7 1.266237
2/28/2017 2.16
a
3/1/2017 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34
3/8/2017 2.21
11
3/9/2017 2.17
3/10/2017 2.22
3/13/2017 1.54 44.3 44.3 0.568971
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33 194 194 3.769847
3/28/2017 2.4 68.5 68.5 1.371096
3/29/2017 2.47,
3/30/2017 2.21,
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61
4/6/2017 2.73
4/7/2017 2.64
4/10/2017 2.6 43.2 43.2 0.936749
4/11/2017 2.96
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5 39.9 39.9 1.164681
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72
5/1/2017 3.99
5/2/2017 3.88,
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84_
Data Sub 'luau for nvvH LuLu.xisx
INF,HW,EFF Data
Page 212 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4
6/2/2017 2.26
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 168 168 2.942352
6/13/2017 2.36 106 106 2.086334
6/14/2017 2.21
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19
6/21/2017 2.21
6/22/2017 2.2
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2
6/28/2017 2.11
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.I
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91 299 299 4.762891
7/18/2017 2.17 43.1 43.1 0.780015
7/19/2017 2.07
7/20/2017 2.09
Data Sub nueu for I"IvvH zuzu.xisx
INF,HW,EFF Data
Page 213 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date n d < ug/L Calculation lbs < ug/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07 150 150 2.58957
Data Sub t ILLleu rut 11vvP cucu.xtsx
INF,HW,EFF Data
Page 214 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
10/5/2017 2.24
10/6/2017 2.26 48.6 48.6 0.916032
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35 ,
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49,
11/16/2017 2.49
11/17/2017 2.35
1
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64_
Data Sub nueu ro,nvvr{LULU.XISX
INF,HW,EFF Data
Page 215 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/18/2017 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68 154 154 3.442085
1/23/2018 2.7 53.1 53.1 1.195706
1/24/2018 2.53
1/25/2018 2.42
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018 2.05
Data Sub uueu Jul IVV/ ZLJ J.XJSX
INF,HW,EFF Data
Page 216 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/l, Calculation Ihs ug/L Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44 154 154 4.418198
4/24/2018 5.43 45.2 45.2 2.046936
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68_
5/3/2018 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8/2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 41.1 41.1 0.778097
5/16/2018 2.76
Data Subi uueu for rrvvr5 zuzu.xisx
INF,HW,EFF Data
Page 217 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
5/17/2018 2.81
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29,
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6/18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25 _
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 214 214 3.801539
7/10/2018 2.11 79.7 79.2 1.393714
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018 2.24
Data SubRmieu or nvvia tu�o.xmx
INF,HW,EFF Data
Page 218 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77 122 122 2.81842
10/2/2018 2.61 42.5 42.5 0.925115
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Sub*1meu wi nvvp cuzu.xISX
INF,HW,EFF Data
Page 219 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69,
10/25/2018 2.54
10/26/2018 3.36 `
10/29/2018 3.12 _
10/30/2018 3.05
or
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78,
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Sub uueu iui nvvr{LuAu.Ausx
INF,HW,EFF Data
Page 220 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.91 99 99 2.402671
1/15/2019 3 43 43 1.07586
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2/25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Sub Lunen for nvvx tulu.xisx
INF,HW,EFF Data
Page 221 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46*
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43 130 130 2.634606
4/9/2019 2.59 49.7 49.7 1.07355
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25 _
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22,
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65,
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019, 2.14
5/21/2019, 2.26
5/22/2019 2.1�
5/23/2019 2.05
5/24/2019 2.05
Data Sub liueu Hvv/A zuzu.xisx
INF,HW,EFF Data
Page 222 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date tngd < ug/L Calculation lbs < ug/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
�v
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51 108 108 2.260807
7/23/2019 2.62 50 50 1.09254
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019_ 2.25_
Data Sub inceu[of rivv,LuZu.xisx
INF,HW,EFF Data
Page 223 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs ug/L Calculation lbs
8/8/2019 2.12
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34,
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019- 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019, 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55 168 168 3.572856
10/8/2019 2.55 61.3 61.3 1.303667
10/9/2019 2.36
10/10/2019 2.26,
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32
Data Sub uueu iui nvvrk Lucu.XJbX
INF,HW,EFF Data
Page 224 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW Zinc
Influent Used in Effluent Used in
Sample Date mgd < ug/L Calculation lbs < ug/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
1 1/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
1 1/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
1 1/27/2019 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 225 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L ,Calculation lbs
12/7/2016 2.43
12/8/2016 2.04
12/9/2016 k 1.71
12/12/2016 1.79
12/13/2016 1.79
12/14/2016 1.69
12/15/2016 1.57
12/16/2016 1.54
12/19/2016 1.61
12/20/2016 1.73
12/21/2016 1.73
12/22/2016 1.62
12/28/2016 1.61
12/29/2016 1.87
12/30/2016 1.64
1/3/2017 2.1
1/4/2017 1.91
1/5/2017 1.75
1/6/2017 1.69
1/9/2017 1.78
1/10/2017 1.71
1/11/2017 2.19
1/12/2017 2.1
1/13/2017 2.03
1/17/2017 2.66
1/18/2017 2.47
1/19/2017 2.37 y..
1/20/2017 2.26
1/23/2017 4.31
1/24/2017 3.26
1/25/2017' 2.65
1/26/2017 2.36
1/27/2017 2.34
1/30/2017 2.28
1/31/2017 2.56
2/1/2017 2.3
2/2/2017 2.41
V#
2/3/2017 2.14
2/6/2017 2.33
2/7/2017 2.28
2/8/2017 2.38
2/9/2017 2.34
2/10/2017 2.35
2/13/2017 2.06
2/14/2017 2.46
2/15/2017 2.29
2/16/2017 2.28
2/17/2017 2.26 r'
2/20/2017 2.4
2/21/2017 2.25
2/22/2017 2.24
Data Submitted for HWA 2020.xlsx 2/23/2017 2.43_
INF,HW,EFF Data
Page 226 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(•s CaCO3)
Effluent Used in
Sample Date mgd < mg/L Caleulation M.lbs
2/24/2017 2.17
2/27/2017 2.21
2/28/2017 2.16
3/1/2017 r 2.4
3/2/2017 2.28
3/3/2017 2.1
3/6/2017 2.25
3/7/2017 2.34 M`
3/8/2017 2.21
3/9/2017 2.17
3/10/2017 2.22 '``
3/13/2017 1.54
3/14/2017 1.83
3/15/2017 1.55
3/16/2017 1.61 '
3/17/2017 1.86
3/20/2017 2.3
3/21/2017 2.26
3/22/2017 2.21
3/23/2017 2.17
3/24/2017 2.03
3/27/2017 2.33r _
3/28/2017 2.4 ..::..
3/29/2017 2.47
3/30/2017 2.21
3/31/2017 4.51
4/3/2017 3.25
4/4/2017 2.43
4/5/2017 2.61 ,. ur
4/6/2017 2.73
4/7/2017 2.64,
4/10/2017 2.6
4/11/2017 2.96 _ e�
4/12/2017 2.24
4/13/2017 2.4
4/17/2017 1.93
4/18/2017 1.96
4/19/2017 2.31
4/20/2017 2.42
4/21/2017 2.45
4/24/2017 4.2
4/25/2017 3.5 _
4/26/2017 3.03
4/27/2017 5.47
4/28/2017 2.72 y i�
5/1/2017 3.99
5/2/2017 3.88
5/3/2017 3.48
5/4/2017 3.4
5/5/2017 4.93
5/8/2017 2.84 _
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 227 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW H RDNESS(-s CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs'
5/9/2017 3.12
5/10/2017 2.94
5/11/2017 2.76
5/12/2017 3.12
5/15/2017 2.25
5/16/2017 2.36
5/17/2017 2.2
5/18/2017 3.23
5/19/2017 2.22
5/22/2017 2.8
5/23/2017 3.94
5/24/2017 4.25
5/25/2017 3.66
5/26/2017 2.95
5/30/2017 2.44
5/31/2017 2.4
6/1/2017 2.4 ur
6/2/2017 2.26 _
6/5/2017 2.56
6/6/2017 2.35
6/7/2017 2.52
6/8/2017 2.24
6/9/2017 2.12
6/12/2017 2.1 .
6/13/2017 2.36 � l
6/14/2017 2.21 _
6/15/2017 2.27
6/16/2017 2.25
6/19/2017 2.23
6/20/2017 2.19 s
6/21/2017 2.21
6/22/2017 2.2 K
6/23/2017 2.31
6/26/2017 2.07
6/27/2017 2 A
6/28/2017 2.11 '•
6/29/2017 2.02
6/30/2017 2.21
7/3/2017 2
7/5/2017 2.17
7/6/2017 2.22
r
7/7/2017 2.1
7/10/2017 2.12
7/11/2017 2.04
7/12/2017 2.1
7/13/2017 2.11
7/14/2017 2.1
7/17/2017 1.91
7/18/2017 2.17 128 128 2316.518
7/19/2017 2.07
7/20/2017 2.09
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 228 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
7/21/2017 1.91
7/24/2017 2.34
7/25/2017 2.06
7/26/2017 1.88
7/27/2017 2.4
7/28/2017 2.3
7/31/2017 1.98
8/1/2017 2.03
8/2/2017 1.93
8/3/2017 1.87
8/4/2017 2.11
8/7/2017 2.34
8/8/2017 2.39
8/9/2017 2.46
8/10/2017 2
8/11/2017 2.08
8/14/2017 2.24
8/15/2017 2.36
8/16/2017 2.1
8/17/2017 2.46
I
8/18/2017 2.48
8/21/2017 2.35
8/22/2017 2.27
8/23/2017 2.38
8/24/2017 2.39
8/25/2017 2.2
8/28/2017 2.2
8/29/2017 2.38
8/30/2017 2.3
8/31/2017 2.37
9/1/2017 2.48
9/5/2017 2.29
9/6/2017 2.5
9/7/2017 2.1
9/8/2017 2.25
9/11/2017 2.36
9/12/2017 5.05
9/13/2017 3
9/14/2017 2.53
9/15/2017 2.42
9/18/2017 2.58
9/19/2017 2.25
9/20/2017 2.53
9/21/2017 2.19
9/22/2017 2.67
9/25/2017 2.3
9/26/2017 2.24
9/27/2017 2.42
9/28/2017 2.16
9/29/2017 2.33
10/2/2017 2.07_ _
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 229 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(.s CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
10/3/2017 2.19
10/4/2017 2.13
r
10/5/2017 2.24
10/6/2017 2.26 107 107 2016.779
10/9/2017 4.96
10/10/2017 3.32
10/11/2017 3.08
10/12/2017 2.51
10/13/2017 2.16
10/16/2017 2.29
10/17/2017 2.24
10/18/2017 2.17
10/19/2017 2.35
10/20/2017 2.25
10/23/2017 5.28
10/24/2017 4.62
10/25/2017 3.53
10/26/2017 2.78
10/27/2017 2.63
10/30/2017 2.9
10/31/2017 2.79
11/1/2017 2.74
11/2/2017 2.55
11/3/2017 2.64
11/6/2017 2.56
11/7/2017 2.88
11/8/2017 2.54
11/9/2017 2.67
11/13/2017 2.57
11/14/2017 2.27
11/15/2017 2.49
11/16/2017 2.49
11/17/2017 2.35
11/20/2017 2.31
11/21/2017 2.18
11/22/2017 2
11/27/2017 2.33
11/28/2017 2.19
11/29/2017 2.52
11/30/2017 2.32
12/1/2017 2.42
12/4/2017 2.26
12/5/2017 2.34
12/6/2017 2.26
12/7/2017 2.15
12/8/2017 2.14
12/11/2017 2.23
12/12/2017 2.46
12/13/2017 2.34
12/14/2017 2.19
12/15/2017 1.64
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 230 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
12/18/2017_ 1.98
12/19/2017 1.98
12/20/2017 1.94
12/21/2017 1.75
12/22/2017 1.8
12/28/2017 1.81
12/29/2017 1.79
1/2/2018 1.81
1/3/2018 1.75
1/4/2018 1.76
1/5/2018 1.96
1/8/2018 2.02
1/9/2018 1.99
1/10/2018 1.89
1/11/2018 3.51
1/12/2018 5.27
1/16/2018 2.85
1/17/2018 2.54
1/18/2018 2.68
1/19/2018 2.64
1/22/2018 2.68
1/23/2018 2.7 116 116 2612.088
1/24/2018 2.53
1/25/2018 2.42 r
1/26/2018 2.62
1/29/2018 2.55
1/30/2018 3.52
1/31/2018 2.68
2/1/2018 2.42
2/2/2018 2.33
2/5/2018 2.81
2/6/2018 2.56
2/7/2018 3.07
2/8/2018 2.84
2/9/2018 2.47
2/12/2018 3.08
2/13/2018 2.93
2/14/2018 2.85
2/15/2018 2.81
2/16/2018 2.7
2/19/2018 2.53
2/20/2018 2.81
2/21/2018 2.74
2/22/2018 2.89
2/23/2018 2.36
2/26/2018 2.28
2/27/2018 2.42
2/28/2018 2.75
3/1/2018 3
3/2/2018 2.14
3/5/2018_ 2.05_ _
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 231 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(-s CaCO3)
Effluent Used in
Sample Date mgd < mg/I, Calculation lbs
3/6/2018 1.97
3/7/2018 2.1
3/8/2018 2.1
3/9/2018 2.3
3/12/2018 2.47
3/13/2018 2.86
3/14/2018 2.97
3/15/2018 2.9
3/16/2018 2.75
3/19/2018 2.62
3/20/2018 3.04
3/21/2018 2.83
3/22/2018 2.77
3/23/2018 2.8
3/26/2018 2.93 _
3/27/2018 2.99
3/28/2018 2.71
3/29/2018 2.92
4/2/2018 2.07
4/3/2018 2.16
4/4/2018 2.51
4/5/2018 2.4
4/6/2018 2.57
4/9/2018 2.26
4/10/2018 2.41
4/11/2018 2.27
4/12/2018 2.49
4/13/2018 2.1
4/16/2018 4.04
4/17/2018 3.23
4/18/2018 3.09
4/19/2018 2.69
4/20/2018 2.74
4/23/2018 3.44
4/24/2018 5.43 114 1 14 5162.627
4/25/2018 4.9
4/26/2018 4.38
4/27/2018 3.52
4/30/2018 2.94
5/1/2018 2.76
5/2/2018 2.68
5/3/2018 r 2.71
5/4/2018 2.51
5/7/2018 2.76
5/8'2018 2.65
5/9/2018 2.64
5/10/2018 2.53
5/11/2018 2.3
5/14/2018 2.1
5/15/2018 2.27 142 142 2688.316
5/16/2018 2.76
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 232 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/I, Calculation lbs
5/17/2018
5/18/2018 5.32
5/21/2018 3.74
5/22/2018 3.47
5/23/2018 3.32
5/24/2018 2.82
5/25/2018 3.26
5/29/2018 4.31
5/30/2018 5.18
5/31/2018 4.84
6/1/2018 4.22
6/4/2018 3.47
6/5/2018 3.29
6/6/2018 2.86
6/7/2018 2.75
6/8/2018 2.65
6/11/2018 2.55
6/12/2018 2.5
6/13/2018 2.86
6/14/2018 2.65
6/15/2018 2.41
6;18/2018 2.53
6/19/2018 2.58
6/20/2018 2.4
6/21/2018 2.46
6/22/2018 2.24
6/25/2018 2.22
6/26/2018 2.4
6/27/2018 2.38
6/28/2018 2.22
6/29/2018 2.25
7/2/2018 2.25
7/3/2018 2.22
7/5/2018 2.2
7/6/2018 2.15
7/9/2018 2.13 _
7/10/2018 2.11 142 142 2498.831
7/11/2018 2.23
7/12/2018 2.31
7/13/2018 2.26
7/16/2018 2.26
7/17/2018 2.04
7/18/2018 2.23
7/19/2018 2.03
7/20/2018 2.04
7/23/2018 2.24
7/24/2018 2.43
7/25/2018 2.41
7/26/2018 2.28
7/27/2018 2.3
7/30/2018_ 2.24_
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 233 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
7/31/2018 2.37
8/1/2018 2.42
8/2/2018 3
8/3/2018 3.78
8/6/2018 2.57
8/7/2018 2.49
8/8/2018 2.5
8/9/2018 2.4
8/10/2018 2.43
8/13/2018 2.51
8/14/2018 2.6
8/15/2018 2.83
8/16/2018 2.44
8/17/2018 2.88
8/20/2018 2.88
8/21/2018 3.55
8/22/2018 3.15
8/23/2018 2.82
8/24/2018 2.28
1
8/27/2018 2.68
8/28/2018 2.25
8/29/2018 2.7
8/30/2018 2.64
8/31/2018 2.67
9/4/2018 2.58
9/5/2018 2.45
9/6/2018 2.51
9/7/2018 2.36
9/10/2018 2.6
9/11/2018 2.73
9/12/2018 2.98
9/13/2018 2.64
9/14/2018 2.37
9/17/2018 6.22
9/18/2018 4.2
9/19/2018 3.61
9/20/2018 3.16
9/21/2018 2.82
9/24/2018 2.94
9/25/2018 3.04
9/26/2018 2.81
9/27/2018 2.73
9/28/2018 2.86
10/1/2018 2.77
10/2/2018 2.61 152 152 3308.645
10/3/2018 2.62
10/4/2018 2.66
10/5/2018 2.7
10/8/2018 2.84
10/9/2018 2.9
10/10/2018 4.15
Data Submitted for HWA 2020.xtsx
INF,HW,EFF Data
Page 234 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(.s CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
10/11/2018 8.17
10/12/2018 4.75
10/15/2018 3.3
10/16/2018 3.22
10/17/2018 3.27
10/18/2018 3.08
10/19/2018 2.67�
10/22/2018 2.6
10/23/2018 2.84
10/24/2018 2.69r r
10/25/2018 2.54w
10/26/2018 3.36
10/29/2018 3.12
10/30/2018 3.05
10/31/2018 3.04
11/1/2018 2.94
11/2/2018 3.07
11/5/2018 2.79
11/6/2018 2.99
11/7/2018 2.74
11/8/2018 2.53
11/9/2018 2.67
11/13/2018 2.99
11/14/2018 2.75
11/15/2018 4.39
11/16/2018 3.48
11/19/2018 2.89
11/20/2018 2.74
11/21/2018 2.31
11/26/2018 3.11
11/27/2018 2.95
11/28/2018 2.7
11/29/2018 2.98
11/30/2018 2.79
12/3/2018 2.79
12/4/2018 2.8
12/5/2018 2.79
12/6/2018 2.71
12/7/2018 2.53
12/10/2018 2.67
12/11/2018 2.98
12/12/2018 2.66
12/13/2018 2.66
12/14/2018 3.78+
12/17/2018 3.41
12/18/2018 2.97
12/19/2018 2.85
12/20/2018 3.73
12/21/2018 5.57
12/27/2018 2.85
12/28/2018 5.27
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 235 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
12/31/2018 3.09
1/2/2019 2.93
1/3/2019 2.86
1/4/2019 3.38
1/7/2019 2.78
1/8/2019 2.79
1/9/2019 2.52
1/10/2019 2.65
1/11/2019 2.41
1/14/2019 2.9I
1/15/2019 3 2-5 278 6955.56
1/16/2019 2.76
1/17/2019 2.71
1/18/2019 2.61
1/22/2019 2.71
1/23/2019 3.26
1/24/2019 4.86
1/25/2019 3.33
1/28/2019 2.9
1/29/2019 2.95
1/30/2019 2.69
1/31/2019 2.6
2/1/2019 2.73
2/4/2019 2.67
2/5/2019 2.75
2/6/2019 2.67
2/7/2019 2.84
2/8/2019 2.38
2/11/2019 2.56
2/12/2019 3
2/13/2019 2.67
2/14/2019 2.5
2/15/2019 2.42
2/18/2019 2.94
2/19/2019 2.51
2/20/2019 2.87
2/21/2019 3.47
2/22/2019 3.06
2'25/2019 3.46
2/26/2019 3.23
2/27/2019 2.97
2/28/2019 2.99
3/1/2019 2.86
3/4/2019 2.19
3/5/2019 2.24
3/6/2019 2.15
3/7/2019 2.1
3/8/2019 2.35
3/11/2019 2.95
3/12/2019 2.76
3/13/2019 2.62
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 236 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(.s CaCO3)
Effluent 'c: Used in
Sample Date mgd < mg/L Calculation lbs
3/14/2019 2.61
3/15/2019 2.59
3/18/2019 2.65
3/19/2019 2.42
3/20/2019 2.5
3/21/2019 2.51
3/22/2019 2.46
3/25/2019 2.52
3/26/2019 2.67
3/27/2019 2.44
3/28/2019 2.49
3/29/2019 2.34
4/1/2019 2.48
4/2/2019 2.35
4/3/2019 2.46
4/4/2019 2.32
4/5/2019 2.57
4/8/2019 2.43,
4/9/2019 2.59 160 160 3-156.096
4/10/2019 2.51
4/11/2019 2.35
4/12/2019 2.51
4/15/2019 3.97
4/16/2019 3.25
4/17/2019 3.3
4/18/2019 2.84
4/22/2019 3.22
4/23/2019 2.9
4/24/2019 2.56
4/25/2019 2.65
4/26/2019 2.78
4/29/2019 2.75
4/30/2019 2.54
5/1/2019 2.55
5/2/2019 2.74
5/3/2019 2.48
5/6/2019 2.55
5/7/2019 2.76
5/8/2019 2.52
5/9/2019 2.45
5/10/2019 2.31
5/13/2019 2.33
5/14/2019 2.13
5/15/2019 2.09
5/16/2019 1.95
5/17/2019 2.26
5/20/2019 2.14
5/21/2019 2.26
5/22/2019 2.1 _
5/23/2019 2.05
5/24/2019 2.05
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 237 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999
1

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
5/28/2019 2.1
5/29/2019 2.27
5/30/2019 2.01
5/31/2019 2.24
6/3/2019 2.16
6/4/2019 2.02
6/5/2019 2.19
6/6/2019 2.19
6/7/2019 2.51
6/10/2019 4.56
6/11/2019 3.78
6/12/2019 3.57
6/13/2019 2.9
6/14/2019 2.35
6/17/2019 2.54
6/18/2019 3.38
6/19/2019 3.54
6/20/2019 2.83
6/21/2019 2.71
6/24/2019 2.68
6/25/2019 2.6
6/26/2019 2.54
6/27/2019 2.34
6/28/2019 2.37
7/1/2019 2.23
7/2/2019 2.39
7/3/2019 2.33
7/5/2019 2.27
7/8/2019 2.54
7/9/2019 2.8
7/10/2019 2.92
7/11/2019 2.82
7/12/2019 2.54
7/15/2019 2.38
7/16/2019 2.54
7/17/2019 2.25
7/18/2019 2.37
7/19/2019 2.09
7/22/2019 2.51
7/23/2019 2.62 128 128 2796.902
7/24/2019 2.4
7/25/2019 2.12
7/26/2019 2.38
7/29/2019 2.22
7/30/2019 2.21
7/31/2019 2.33
8/1/2019 1.97
8/2/2019 2.43
8/5/2019 2.39
8/6/2019 2.19
8/7/2019 2.25
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 238 of 240 pages
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Revision:August 1999

Removal Rate Calculations
FLOW H•RDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
8/8/2019 2.12,
8/9/2019 2.05
8/12/2019 2.3
8/13/2019 2.52
8/14/2019 2.36
8/15/2019 2.37
8/16/2019 2.26
8/19/2019 2.44
8/20/2019 2.72
8/21/2019 2.45
8/22/2019 2.41
8/23/2019 2.43
8/26/2019 2.5
8/27/2019 2.52
8/28/2019 2.64
8/29/2019 2.27
8/30/2019 2.5
9/3/2019 2.62
9/4/2019 2.36
9/5/2019 2.63
9/6/2019 2.4
9/9/2019 2.47
9/10/2019 2.45
9/11/2019 2.4
9/12/2019 2.33
9/13/2019 2.48
9/16/2019 2.57
9/17/2019 2.34
9/18/2019 2.4
9/19/2019 2.22
9/20/2019 2.47
9/23/2019 2.3
9/24/2019 2.42
9/25/2019 2.48
9/26/2019 2.23
9/27/2019 2.39
9/30/2019 2.44
10/1/2019 2.5
10/2/2019 2.25
10/3/2019 2.46
10/4/2019 2.29
10/7/2019 2.55
10/8/2019 2.55 115 115 2445.705
10/9/2019 2.36
10/10/2019 2.26
10/11/2019 2.15
10/14/2019 1.79
10/15/2019 2.03
10/16/2019 2.36
10/17/2019 2.2
10/18/2019 2.32_
Data Submitted for HWA 2020.xlsx
INF,NW,EFF Data
Page 239 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Removal Rate Calculations
FLOW HARDNESS(as CaCO3)
Effluent Used in
Sample Date mgd < mg/L Calculation lbs
10/21/2019 2.41
10/22/2019 3.41
10/23/2019 2.44*
10/24/2019 2.65
10/25/2019 2.67
10/28/2019 3.4
10/29/2019 2.72
10/30/2019 3.08
10/31/2019 4.39
11/1/2019 3.39
11/4/2019 2.72
11/5/2019 2.53
11/6/2019 2.77
11/7/2019 2.44
11/8/2019 1.38
11/12/2019 2.31
11/13/2019 2.72
11/14/2019 2.67
11/15/2019 2.29
11/18/2019 2.38
11/19/2019 2.56 •
11/20/2019 2.35
11/21/2019 2.35
11/22/2019 2.29
11/25/2019 2.74
11/26/2019 2.3
11/27/2019_ 2.2
Data Submitted for HWA 2020.xlsx
INF,HW,EFF Data
Page 240 of 240 pages
9/18/2020, 3:42 PM
Revision:August 1999

Calculator: Estimate NPDES Permit Limitations based on the Dissolved
Water Quality Standards and Stream & Effluent Hardness
FACILITY: PERMIT#: DATE: CALC BY:
Boone I NC0020621 9/18/2020 KWR
Average Stream Flow Receiving Receiving Rec.Stream NPDES Total Total IWC-Instream IWC-Instream Average e
Stream Stream Suspended Hardness Wastewater Wastewater Average Effluent
(CFS) summer summer 1Q10 Flow Limit Solids (CaCO3, Concentration Concentration Upstream Hardness
7Q10(CFS) 7010(MGD) [MGD] [MGD] (muma/L) (Chronic) (Acute) Hardness
59.00 9.501 6.14001. 5.11 4.82 10.00 L 84 0.44 0.49 37.92 141.71
Class C,C-NSW,C-Swamp,and B streams HQW streams
2 3 4 5 6 7 8 9 10
Dissolved Water Quality Translators- Total Metal Estimated NPDES Estimated NPDES
Criteria (function of total using EPA (allocated to permittee)Diss. Permit Limits [Total Permit Limits [Total
hardness) Default Metal+Translator Metal÷IWC] Metal=IWC]
Partition
Chronic Acute Coefficients Chronic Acute Chronic Acute Chronic Acute
PARAMETER* [ugll] [ug/I] (streams) [up] [ugh] [ugll] [ugh] [ug/I] [ugn]
Arsenic 150 340 1.000 150 340 341.08 700.50 170.54 350.25
Arsenic(HH/WS) 10 N/A 1.000 AO N/A 88.97 N/A 11.37 N/A
Beryllium 6.51 65 1.000 6.5 65 14.78 133.92 7.39 66.96
Cadmium(a) 0.371 2.34 0.252 V1.4677 9.2817 3.3 19.12 1.7 9.56
Chlorides(WS) 250000 N/A 1.000 250000 N/A 568465 N/A 284232.4 N/A
Chromium III(a) 64 492 0.202 316.3160 2431.714 719.3 5010.08 359.6 2505.04
Chromium VI 11 16 1.000 /11 16 25.0 32.96 12.5 16.48
Chromium,Total N/A' N/A N/A N/A N/A N/A N/A N/A N/A
Copper(a) 7.7 11.3 0.348 f22.0999 32.6453 50.3 67.26 25.1 33.63
Cyanide 5.0 22.0 1.000 ./5.0000 22.0000 11.4 45.33 5.7 22.66
Flouride 1800.0 N/A 1.000 1800.0 N/A 4092.9 N/A 2046.5 N/A
Lead(a) 2.07 53 0.184 A1.2488 288.6627 25.58 594.73 12.79 297.37
Mercury 0.012000 N/A 1.000 j7.012000 N/A 0.027286 N/A 0.0136432 N/A
Molybdenum(WS) 160.00 N/A 1.000,1060.0000 N/A 363.82 N/A 181.91 N/A
Nickel(a)** 45 402 0.432 103.3436 930.4438 235 1917.00 117 958.50
Nickel(WS) 25 N/A 1.000 ,25.0000 N/A 57 N/A 28 N/A
Selenium 5 56 _ 1.000 "5.0000 56.0000 11 115.38 6 57.69
Silver(a) 0.06 2 36 1.000 ,, 0.06 2.3621 0.14 4.87 0.07 2.43
Zinc(a) 101 101 0.288 352.3283 449.4696 801 720.01 401 360.01
Cadmium(trout streams) I 0.371 0.511 0.2521 1.47 2.021 3.3 4.16 I 1.671 2.081
Ia. Denotes metals for which Aquatic Life Criteria are expressed as a function of total hardness.
*Arsenic has a Human Health standard of 10 ug/L is more stingent than the freshwater standards. The Permit limit
for arsenic would be determined by taking the Human Health Standard and dividing it by an IWC based on the
mean annual flow of the receiving stream and the permitted plant flow.
'IWC=Permitted Flow+(Permitted Flow+mean annual average)
**Nickel has a Water Supply standard of 25 ug/L and in most cases is more stringent than the freshwater standard.
The Permit limit for nickel using the 25 ug/L WS standard would be determined by dividing 25 by an IWC based on
the 7Q10 summer flow of the receiving stream and the permitted flow.
IWC=Permitted Flow+(Permitted Flow+7Q10 summer)
A fixed value of 10 mg/L will be used for TSS.

FLOW AMMONIA ARSENIC CADMIUM CHROMIUM COPPER CYANIDE LEAD
Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch
Sample Date mgd < mg/L I <I ug/L I <I ug/L I <I ug/L 1 <I ug/L I <I ug/L I <I ug/L I
3/27/2017 26.2 < 5 3.28 60.4 906 < 5 30.8
6/12/2017 15.9 < 5 3.16 53.5 1210 0.012 42.6
7/17/2017 13.5 < 10 4.1 57.8 1290 < 5 49.4
10/2/2017 15.6 < 5 2.74 43 877 < 5 42.1
1/22/2018 23 < 50 < 5 5.7 891 24 40
4/23/2018 27.2 < 50 6.85 78.2 1860 0.007 68.2
7/9/2018 2.42 < 50 < 5 59.2 2000 < 5 62.6
10/1/2018 2.45 < 50 9.5 79.4 2630 < 5 98.6
1/14/2019 3.93 < 50 6 72 1160 8 58
4/8/2019 19.6 < 50 8.5 95.8 2020 < 5 62.3
7/22/2019 9.12_ < 50 < 5 62 1360 7 60
10/7/2019 1.81 < 50 < 5 57.2 1420 < 5 51.4
1/6/2020 8.28 < 50 < 5 73 1390 10 68
4/20/2020 3.12 < 50 < 5 70 1530 < 5 59
7/13/2020 0.266 < 50 6 76 1640 < 5 71
olumn Averages mg/L=> 11.49307 0.038333 0.005342 0.06288 1.478933 0.006268 0.0576
Max mg/L 27.2 0.05 0.0095 0.0958 2.63 0.024 0.0986
Inhibition mg/L 480 0.1 1 0.39 0.48 0.1 0.5

MERCURY [s1W/=1.14`U4 SELENIUM % SOLIDS
Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch Oxidation Ditch
Sample Date <J ug/L I <I ug/L I <I ug/L I <1 ug/L I <J ug/L I <J ug/L I <J % I
3/27/2017 3 14 40.8 < 5 5.6 2530 0.566
6/12/2017 1.62 28.8 45.7 < 5 8.47 1770 0.43
7/17/2017 2.23 17.2 52.1 < 10 < 10 1920 r 0.411
10/2/2017 1.32 10.1 34.5 < 5 6.8 1790 0.38
1/22/2018 3 < 50 < 50 < 50 < 50 1630 0.456
4/23/2018 0.32 < 50 61.8 < 50 < 50 3300 0.509
7/9/2018 0.0018 < 50 < 50 < 50 < 50 3630 0.476
0
10/1/2018 1.2 < 50 80.3 < 50 < 50 5200 0.502
1/14/2019 2.1 < 50 54 < 50 < 50 3570 0.425
4/8/2019 3.01 < 50 64.1 < 50 < 50 3580 0.72
7/22/2019 3.3 < 50 51 < 50 < 50 3250 0.479
10/7/2019 2.2 < 50 < 50 < 50 < 50 2790 0.39
1/6/2020 5.7 < 50 53 < 50 < 50 2860 0.44
4/20/2020 1.3 < 50 < 50 < 50 < 50 3220 0.4
7/13/2020 1.9 < 50 54 < 50 < 50 3830 0.39
olumn Averages mg/L= 0.002147 0.04134 0.052753 0.038333 0.038725 2.991333 0.464933
Max mg/L 0.0057 0.05 0.0803 0.05 0.05 5.2 0.72
Inhibition mg/L 0.1 n/a 0.25 n/a 0.25 0.5 n/a

da, P. 4,
ROY COOPER
Governor
MICHAEL S.REGAN 4. .
Secretary
UNDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
May 28,2019 1
JOHN WARD—TOWN MANAGER
TOWN OF BOONE
POST OFFICE BOX 192
BOONE,NORTH CAROLINA 28607
Subject: Permit No.WQ0013263
Town of Boone DCAR
Distribution of Class A
Residuals
Watauga County
Dear Mr. Ward:
In accordance with your permit renewal request received March 27, 2019, we are forwarding
herewith Permit No. WQ0013263 dated May 28,2019,to the Town of Boone for the continued operation
of the subject residuals management program. Please note that this renewed permit shall become effective
on October 1,2019(i.e.,the day after the expiration date of the existing permit).
This permit shall be effective from October 1,2019 through December 31,2024,shall void Permit
No. WQ0013263 issued April 23,2014, and shall be subject to the conditions and limitations as specified
therein. The Permittee shall submit a renewal application no later than July 4,2024.
Please pay particular attention to the monitoring requirements listed in Attachment A for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
Please note that on September 1,2018,North Carolina Administrative Code Title 15A Subchapter
02T—Waste not Discharged to Surface Waters was readopted. Accordingly,this permit incorporates the
requirements of these rules,therefore,please take the time to review this permit thoroughly.
The Division has removed the following permit conditions since the last permit issuance dated
April 23,2014:
➢ Old Condition I.2.—The O&M plan was received by the Division.
➢ Old Condition 11.7.—This condition has been removed.
➢ Old Condition 11.11.and 1112.—There is no compliance or review boundary for this program.
➢ Old Condition I11.9.h.—Soil pH requirements have been removed.
➢ Old Condition 111.10. and 111.11.—Utilization Agreements are no longer required.
➢ Old Condition III.13.c.—This condition has been removed.
➢ Old Condition IV.6.f.—This condition has been removed.
D ,061), North caroRnaDepartment ofEnvironmental Quaiit II Divisioof t ac vResources
512 NoSaii6uryet11617 MServiceserIRaleigNorthCarolina27649 i617.../--------------A
=NCi . o�n, ..... 919.707.9000

Mr.John Ward
May 28,2019
Page 2 of 2
➢ Old Condition VI.2.—This condition has been removed because the permit is not voidable.
The following permit conditions are new since the last permit issuance dated April 23,2014:
➢ Condition II.7.b.—Setbacks for treatment and storage units have been added.
A. Condition
o 111.6.—Class A Residuals can be staged at the land application site for up to 30 days
for biological residuals and 60 days for non-biological
g y og cal residuals in a manner that prevents
runoff of wastewater.
➢ Condition I1I.8.1.—Residual application may not occur if the land application sites are located
within a WS-1 watershed pursuant to 15A NCAC 02B .0212 or within the Critical Area of a
WS-II,WS-III,or WS-IV watershed.
➢ Condition I1I.9. — The Permittee shall notify all third-party entities receiving bulk Class A
residuals of land application requirements.
A Condition IV.7.—The Permittee shall maintain records for all Permittee-performed bulk Class
A residual land application events.
➢ Condition VI.8.—This permit shall not be renewed if the Permittee or any affiliation has not
paid the required annual fee.
➢ Attachment A—The approved mineralization rate is give as 0.3.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition,conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center,Raleigh,NC 27699-6714. Otherwise,this permit shall be final and binding.
If you need additional information concerning this permit,please contact Erick Saunders at(919)
707-3659 or erickson.saunders'lncdenr.eov.
Sincerely,
?Linda Culpepper, Director
Q Division of Water Resources
cc: Watauga County Health Department(Electronic Copy)
Winston-Salem Regional Office,Water Quality Regional Operations Section(Electronic Copy)
Laserfiche File(Electronic Copy)
Digital Permit Archive(Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
DISTRIBUTION OF CLASS A RESIDUALS PERMIT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended,and other applicable Laws,Rules,and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Boone
Watauga County
FOR THE
continued operation of a residuals management program for the Town of Boone and consisting of the
distribution of Class A residuals generated by the approved facilities listed in Attachment A, with no
discharge of wastes to surface waters, pursuant to the application received March 27, 2019, and in
conformity with other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit. The disposal of residuals is regulated under
Title 40 Code of Federal Regulations Part 503. This permit does not exempt the Permittee from complying
with Federal Regulation 40 CFR Part 503.
This permit shall be effective from October 1,2019 the date of issuance through December 31,2024,shall
void Permit No. WQ0013263 issued April 23, 2019, and shall be subject to the following conditions and
limitations:
SCHEDULES
1. The Permittee shall request renewal of this permit on Division-approved forms no later than July 4,
2024. [15A NCAC 02T.0105(b), 02T.0109]
H. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject residuals management program so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the residuals management program fails to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance,the Permittee shall immediately cease
distributing residuals, take immediate corrective actions, and contact the Winston-Salem Regional
Office supervisor. [15A NCAC 02T .0108(b)(1XA)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program. [15A NCAC 02T
.0108(b)(1)(A)]
3. Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit. [15A NCAC 02T.1101]
WQ0013263 Version 4.0 Shell Version 181130 Page 1 of 10

4. Pollutant concentrations in distributed residuals shall not exceed the following Ceiling Concentrations
or Monthly Average Concentrations,on a dry weight basis:
Ceiling Concentration Monthly Average
Parameter Concentration
(mg/kg) (mg/kg)
Arsenic 75 41
Cadmium 85 39
Copper 4,300 1,500
Lead 840 300
Mercury 57 17
Molybdenum 75 N/A
Nickel 420 420
Selenium 100 100
Zinc 7,500 2,800
[15A NCAC 02T .1105(a),02T.1105(c)]
5. Class A biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T
.1106(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1106(a),02T.1106(d)]
6. Class A biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC
02T .1107(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1107(a),02T .1107(c)]
7. The facilities and sites herein were permitted per the following setbacks:
a. Setbacks for Class A land application sites are as follows(all distances in feet):
Liquid Cake
Residuals Residuals 1
i. Each private or public water supply source: 100 100
ii. Surface waters such as intermittent and perennial streams,perennial 100 25
waterbodies, and wetlands:
iii. Surface water diversions such as ephemeral streams,waterways, and 25 0
ditches:
iv. Groundwater lowering ditches where the bottom of the ditch 25 0
intersects the SHWT:
v. Each well with exception of monitoring wells: 100 100
vi. Bedrock outcrops: 25 0
1 Unless otherwise noted in Attachment A,"cake"residuals are those that have greater than 15%
solids by weight and can be stacked without flowing, as well as can be handled, transported
and spread as a solid (e.g., using a backhoe, front end loader, slinger spreader, broadcast
spreader or other equipment designed for handling solid materials) without leaving any
significant liquid fraction behind.
[15A NCAC 02T.1108(b)]
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b. The setbacks for residuals storage and treatment units originally permitted or modified from
February 1, 1993 to August 31,2006 are as follows(all distances in feet):
i. Each private or public water supply source: 100
ii. Surface waters: 50
iii. Each well with exception of monitoring wells: 100
iv. Each property line: 50 I
v. Nitrification field: 20
Setbacks to property lines are not applicable when the Permittee,or the entity from which the
Permittee is leasing,owns both parcels separated by the property line.
[15A NCAC 02H.0219(j)(5)]
8. Residuals and other sources of Plant Available Nitrogen(PAN) shall not be applied in exceedance of
agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen requirements
based on the determined Realistic Yield Expectations(RYE)using any of the following methods:
a. Division's pre-approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State
University Department of Soil Science (hup://nutrients.soil.ncsu.edu/yields/index.php). A copy
shall be kept on file and reprinted every five years in accordance with Condition IV.6.
c. If the RYE cannot be determined using methods(a)or(b)above,the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service,or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
(h ://www.ncaar.cov/SWC/tech/documents/9th Guidance Doc 100109.pdf).
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards(ftp://ftp-fc.sc.egov.usda.gov/NHQ/practice-standards/standards/590.0i).
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
[15A NCAC 02T.1109(a)(1)(K)]
9. The Permittee shall not distribute Class A residuals that have a sodium adsorption ratio(SAR)of 10 or
higher without prior written Division approval. To receive Division approval, the Permittee shall
demonstrate that the entity accepting the residuals is: aware of the effects of a high SAR content; has
agreed on proper residual application rates;and has agreed to operational considerations to ensure that
the high SAR content will not adversely impact the receiving sites. Recommendations regarding
sodium application rate, soil amendments (e.g., gypsum, etc.) or a mechanism for maintaining site
integrity and conditions conducive to crop growth can be obtained from the local Cooperative Extension
Office; the Department of Agriculture and Consumer Services; the Natural Resource Conservation
Service;a North Carolina Licensed Soil Scientist;or an agronomist. [15A NCAC 02T.0108(bxl)(A)]
WQ0013263 Version 4.0 Shell Version 181130 Page 3 of 10

III, OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the residuals management program as a non-discharge system.
[15A NCAC 02T.1100]
2. The Permittee shall maintain a Division-approved Operation and Maintenance Plan that shall include:
a. Description of the program, and associated facilities and equipment, in sufficient detail to show
what operations are necessaryfor theprogram to function and bywhom the functions are to be
P
conducted;
b. Description of anticipated maintenance of facilities and equipment associated with the program;
c. Include provisions for safety measures,including restriction of access to sites and equipment;
d. Spill control provisions:
i. Response to upsets and bypasses including control,containment, and remediation;and
ii. Contact information for plant personnel,emergency responders,and regulatory agencies;
e. Detailed
toed inspection ns ecti procedures:
P
i. Names or titles of personnel responsible for conducting inspections;
ii. Frequency and location of inspections,and procedures to assure that the selected locations and
inspection frequency are representative of the residuals management program;and
iii. Description of record keeping and actions to be taken by the inspector in the event that
noncompliance is observed;
f. Detailed sampling and monitoring procedures:
i. Names or titles of personnel responsible for conducting sampling and monitoring;
ii. Description of monitoring procedures including parameters to be monitored;and
iii. Sampling frequency and procedures to assure that representative samples are collected.
Fluctuation in temperature, flow, and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for any
foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to
meet pathogen and vector attraction reduction requirements.
[15A NCAC 02T.1110(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the residuals management program, the Permittee shall designate and employ a
certified operator in responsible charge(ORC),and one or more certified operators as back-up ORCs.
The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall
comply with all other requirement in 15A NCAC 08G 0204. [15A NCAC 02T.0117,08G.0204]
4. The Permittee shall ensure that a copy of this permit and the Division-approved Operation and
Maintenance Plan is available when land applying bulk Class A residuals. [15A NCAC 02T.1110(b)]
5. The Permittee shall ensure that spill control provisions are available when bulk Class A residuals are
transported or land applied. [15A NCAC 02T.1110(a)(4)]
6. Class A residuals may be staged at the land application site for up to 30 days for biological residuals
and 60 days for non-biological residuals. Class A residuals shall be stored or staged in a manner to
prevent runoff of leachate and other wastewaters generated. [15A NCAC 02T.1110(c),02T.1110(d)]
7. Adequate measures shall be taken to prevent wind erosion and runoff from the bulk Class A residual
land application sites. [15A NCAC 02T.0108(b)(1XA)]
WQ0013263 Version 4.0 Shell Version 181130 Page 4 of 10

8. Bulk Class A residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards;
d. If the land is flooded,frozen, or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100-year flood elevation, unless the residuals are injected or incorporated within a 24-
hour period following a residuals land application event;
f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in a 24-hour period;
g. If the slope of the land is greater than 10%when liquid residuals are surface applied,or if the slope
of the land is greater than 18%when liquid residuals are injected or incorporated;
h. If the land does not have an established vegetative cover crop unless the land is a Division-approved
no-till site, or the residuals are incorporated within a 24-hour period following the injection or
application of residuals;
i. If the vertical separation of the seasonal high water table and the depth of residuals application is
less than one foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than
one foot;
k. If the application exceeds agronomic rates; or
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B .0212
or within the Critical Area of a WS-11 pursuant to Sub-Item(4)(g)of Rule 15A NCAC 02B .0212,
or within the Critical Area of a WS-III or WS-IV watershed pursuant to Sub-Item (4)(h)of Rules
15A NCAC 02B .0215,and .0216.
[15ANCAC 02T.1109(a)(1),02T .1109(b)]
9. The Permittee shall notify all third-party entities receiving bulk Class A residuals that land application
activities occurring on the third-party's property shall meet the requirements in 15A NCAC 02T
.1108(b) and 02T .1109(a)(1) (i.e., Conditions 11.7.a. and 111.8., respectively). [15A NCAC 02T
.1103(aX4), 02T .1103(a)(5)]
10. Bagged or other container Class A residuals shall have an affixed label or an information sheet provided
to the person receiving the Class A residuals. The label or information sheet shall contain the following:
a. The name and address of the person who prepared the residuals;
b. A statement that residual land application is prohibited except in accordance with the instructions
on the label or information sheet;
c. A statement that the residuals shall be applied at agronomic rates and recommended rates for its
intended use.
[15A NCAC 02T .1109(c)]
11. The Permittee shall not distribute bulk Class A residuals to any person or entity known to be applying
residuals contrary to the conditions of this permit. The Permittee shall report to the Winston-Salem
Regional Office any person or entity known to be applying residuals contrary to the conditions of this
permit. [15A NCAC 02T.0108(b)(1)(A)]
WQ0013263 Version 4.0 Shell Version 181130 Page 5 of 10

IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
program's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. The residuals from each source generating facility shall be analyzed to demonstrate they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are
classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses
(i.e.,corrosivity,ignitability,reactivity,and toxicity characteristic leaching procedure(TCLP))shall be
performed at the frequency specified in Attachment A, and the Permittee shall maintain these results
for five years. Any exemptions from the requirements in this condition shall be specified in Attachment
A. The TCLP analysis shall include the following parameters,and the Federal regulatory level(mg/L)
is in parentheses:
Arsenic 1,4-Dichlorobenzene(7.5) Nitrobenzene(2.0)
Barium l,2-Dichloroethane(0.5) Pentachlorophenol(100.0)
Benzene 1,1-Dichloroethylene(0.7) Pyridine(5.0)
Cadmium 2,4-Dinitrotoluene(0.13) Selenium(1.0)
Carbon tetrachloride(0.5) Endrin(0.02) Silver(5.0)
Chlordane(0.03) Heptachlor(and its epoxide) Tetrachloroethylene(0.7)
(0.008)
Chlorobenzene(100.0) Hexachlorobenzene(0.13) Toxaphene(0.5)
Chloroform(6.0) Hexachlorobutadiene(0.5) Trichloroethylene(0.5)
Chromium(5.0) Hexachloroethane(3.0) 2,4,5-Trichlorophenol(400.0)
m-Cresol(200.0) Lead(5.0) 2,4,6-Trichlorophenol(2.0)
o-Cresol(200.0) Lindane(0.4) 2,4,5-TP(Silvex)(1.0)
p-Cresol(200.0) Mercury(0.2) Vinyl chloride(0.2)
Cresol(200.0) Methoxychlor(10.0)
2,4-D(10.0) Methyl ethyl ketone(200.0)
[15A NCAC 13A .0102(b),02T.1111,02T.1105]
3. The residuals from each source generating facility shall be analyzed at the frequency specified in
Attachment A,and the Permittee shall maintain the results for a minimum of five years. Each analysis
shall include the following parameters:
Aluminum Mercury Potassium
Ammonia-Nitrogen Molybdenum Selenium
Arsenic Nickel Sodium
Cadmium Nitrate-Nitrite Nitrogen Sodium Adsorption Ratio
(SAR)
Calcium Percent Total Solids TKN
Copper pH Zinc
Lead Phosphorus
Magnesium Plant Available Nitrogen
j (by calculation)
[15A NCAC 02T.1111]
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4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A. The monitoring results shall specify the
stabilization process utilized, and demonstrate compliance with the Class A pathogen reduction
requirements in 15A NCAC 02T .1106(a), and one vector attraction reduction requirement in 15A
NCAC 02T .1107(a) shall be met. Any exemptions from the requirements in this condition shall be
specified in Attachment A. [15A NCAC 02T.1106(a),02T.1107(a),02T .1111(c)]
5. Representative samples of residuals that are prepared for distribution shall be collected and analyzed.
[15A NCAC 02T.1111(a)]
6. The Permittee shall maintain records for all bulk Class A residual distribution events. These records
shall include the following:
a. Residuals source(as listed in Attachment A);
b. Date of distribution;
c. Name and address of residuals recipient;
d. Volume of residuals distributed to each recipient; and
e. Intended use of residuals;
[15A NCAC 02T.0108(c)]
7. The Permittee shall maintain records for all Permittee-performed bulk Class A residual land application
events. These records shall include the following:
a. Residuals source(as listed in Attachment A);
b. Date of application;
c. Location of land application;
d. Approximate acreage applied;
e. Method of application;
f. Weather conditions;
g. Dominant soil series;
h. Soil conditions;
i. Proposed crop;
j. Nitrogen Application Rate based on RYEs;
k. Volume of residuals applied per acre in gallons,cubic yards, dry tons,or wet tons;
1. Volume of animal waste or other nutrient source applied per acre in gallons,cubic yards,dry tons,
or wet tons;
m. Volume of soil amendments applied per acre in gallons,cubic yards,dry tons,or wet tons; and
n. Annual and cumulative totals applied to each field for the following:
i. Class A and Class B residuals(dry tons per acre);
ii. Animal waste and other sources of nutrients(dry tons per acre);
iii. Heavy metals as specified in Condition 11.4.(pounds per acre);
iv. Plant available nitrogen(pounds per acre);and
v. Phosphorus(pounds per acre).
[15A NCAC 02T.0108(c)]
8. One hard copy and one electronic copy of an annual report shall be submitted on or before March P`.
The annual report shall meet the requirements described in the Instructions for Residuals Application
Annual Reporting Forms. Instructions for reporting and annual report forms are available at
http://deq.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/non-
discharse-permitting-unit/reporting-forms,or can be obtained by contacting the Non-Discharge Branch
directly. The annual report shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
[15A NCAC 02T.1111(d)]
WQ0013263 Version 4.0 Shell Version 181130 Page 7 of 10
I __

9. Noncompliance Notification
The Permittee shall report to the Winston-Salem Regional Office, telephone number(336) 776-9800,
within 24 hours of first knowledge of the:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate residual treatment.
b. Any failure resulting in a discharge to surface waters.
c. Any time self-monitoring indicates the program has gone out of compliance with its permit
limitations.
d. Distribution of residuals abnormal in quantity or characteristic.
e. Any discharge from a vehicle or piping system transporting residuals.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Winston-Salem Regional Office within
five days of first knowledge of the occurrence, and this report shall outline the actions proposed or
taken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the storage and
distribution facilities. [15A NCAC 02T.1110(f)]
2. The Permittee shall inspect the residuals processing, storage, and transport facilities to prevent
malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the
environment,threats to human health,or public nuisances. The Permittee shall maintain an inspection
log that includes the date and time of inspection, observations made, and maintenance, repairs, or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of inspection, and this log shall be made available to the Division upon request. [15A
NCAC 02T .0108(bxl)(A),02T.1110(f)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the distribution sites or facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit, and may collect
groundwater, surface water,or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0013263 Version 4.0 Shell Version 181130 Page 8 of 10

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application,and Division-approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit,there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T.0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
jurisdictionalgovernment agencies e. . local, state,and federal)
or ordinances that otherg ( g,
may require. [15A NCAC 02T.0105(cX6)]
5. If the permitted residuals program change ownership, or the Permittee changes their name, the
Permittee shall submit a permit modification request on Division-approved forms. The Permittee shall
comply with all terms and conditions of this permit until the permit is transferred to the successor-
owner. [G.S. 143-215.1(d3)]
6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit;or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring;or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T.0110]
WQ0013263 Version 4.0 Shell Version 181130 Page 9 of 10

7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent,subsidiary,or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty,and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent,subsidiary,or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit,settlement agreement,or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T.0120(b),02T.0120(d)]
8. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T.0120(c)]
Permit issued this the 28th day of May 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
2>
inda Culpepper,Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0013263
WQ0013263 Version 4.0 Shell Version 181130 Page 10 of 10

ATTACHMENT A—APPROVED RESIDUAL SOURCES
Certification Date:May 28,2019
Town of Boone Permit Number: WQ0013263 Version: 4.0
Monitoring Monitoring Monitoring
Permit Biological Maximum Frequency for Frequency for Frequency for Approved
Owner Facility Name County Number Residuals Dry Tons Non-hazardous Metals and Pathogen& Mineralization
per Year' Characteristics 2 Nutrients a,s Vector Attraction Rate
Town of Boone Jimmy Smith WWTP Watauga NC002062 1 Yes
Reductions 4'5
(Residuals Source)
Jimmy Smith WWTP Drying Once per Permit
Town of Boone Facility and Distribution Watauga WQ0013263 Yes 1,250 Cycle See Table Below See Table Below 0.30
(Processing Facility)
Total , 1,250
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non-hazardous(i.e.,TCLP,ignitability,reactivity,and corrosivity)as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV.4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below,unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied(metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111(c))
<290 <319 Once per year(Annually)
>_290 to<1,500 >_319 to<1,650 Once per quarter(4 x Year)
>1,500 to<15,000 >1,650 to<16,500 Once per 60 days(6 x Year)
>_15,000 >16,500 Once per month(12 x Year)
If no land application events occur during a required sampling period(e.g.,no land application occur during an entire year when annual monitoring is required),then no sampling data is
required during the period of inactivity.The annual report shall include an explanation for missing sampling data.Those required to submit the annual report to United States Environmental
Protection Agency(US EPA)may be required to make up the missed sampling.Contact the US EPA for additional information.
6. Only residuals from the Jimmy Smith WWTP are approved for processing and distribution from the Drying Facility and Distribution.
WQ00 13263 Version 4.0 Attachment A
Page 1 of 1

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information from Annual Report to EPA and NCDEQ Copper Mercury Selenium Silver Zinc Arsenic Cadmium Lead Molybdenum Nickel %solids
e ° otal dry tons produced 12/6/2016 229 0.878 1.11 2.82 383 1.11 0.645 10.3 3 1.29 90.2
2016 609.68 2/28/2017 260 0.33 1.07 2.91 430 1.07 0.63 11.9 3.02 12.4 93.3
2017 686.26 6/7/2017 310 0.562 1.06 2.67 515 1.06 0.823 12.3 5.35 15.2 92.2
2018 742.44 8/30/2017 356 0.2 1.09 1.09 491 1.09 0.89 14.9 5.93 15.2 89.8
2019 736.33 11/28/2017 308 0.514 1 2.73 651 1 0.999 14.4 4.55 13.8 92.5
Jan-20 14.65 1/25/2018 224 0.532 2.16 1.98 381 1.06 0.64 9 4.63 10.1 94.4
14.95 4/24/2018 336 0.48 1.08 1.31 548 1.08 0.837 13.2 5.01 12.8 92
13.18 8/22/2018 313 0.39 1.37 1.05 493 1.05 0.76 12.2 4.88 14.4 95.6
16.16 11/13/2018 422 0.55 2.58 1.09 827 2.6 1.16 19.4 4.24 31.3 91.4
18.59 1/7/2019 398 0.533 2 1.09 856 2.88 1.21 17.4 4.23 16.6 92.8
16.85 4/12/2019 239 0.679 1.48 1.08 456 2.22 0.687 10.7 3.01 11.4 92.1
14.87 7/25/2019 316 0.63 1.21 1.1 744 1.1 1.13 14.5 3.44 17.5 91.3
9.17 10/10/2019 307 0.71 1.13 1.09 729 1.09 0.958 13 3.04 16.5 91.6
18.38 1/10/2020 358 0.513 2.49 1.04 769 1.26 0.962 12.1 3.72 13 94.8
18.46 4/23/2020 288 0.231 1.56 1.11 702 1.84 0.674 11.7 3.49 12.7 90.2
13.8 7/16/2020 390 0.429 2.37 1.03 952 2.44 4.29 15.9 6.49 15.5 96
22.74
28.19
20.1
18.34 BDL=DL
13.5 average 315.875 0.5100625 1.5475 1.574375 620.4375 1.496875 1.080938 13.30625 4.251875 14.35563 92.5125
18.34
15.14
22.1
19.78
14.82
16.82
19.04
21.3
Jul-20 17.78
Total dry tons 2602.08
average tons per year 578.24
gpd 413.7987973
MGD 0.000413799

SIU.Uncont.Mass.Bal
FLOW BOD TSS AMMONIA ARSENIC
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 Charleston Forge 0004/001 0.00155 1,550 187 2.42 25 0.32 7.68 0.0993 0.0085 0.0001
2 Hospitality Mints 0003/002 0.01511 15,110 732.91 250 31.50 1.34 0.1689 0.004 0.0005
3
4
5
6
7
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)_> 0.0167 16660 735.3273 31.8275 0.2681 0.0006
MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)=>I 2.5612,560,0001 3601 7686.14 314 6704.03 20.61 439.8182 0.0031 0.0641
Uncontrollable Load from Mass Bal(lbs/day)_> 2.5433 6950.82 6672.20 439.5501 0.0634
Uncontrollable Concen. from Mass Bal(mg/L)=> ( 3281 J 3151 1 20.71 1 0.00301
Uncont. from Uncont. Sampling(mg/L+lbs/day)_>
Uncontrollable Concen. From Literature(mg/L)_> 1 2501 1 2501 I 251 1- 0.0031
Uncontrollable cone. to be used in HWA(mg/L)-> 328 315 20.7 0.003
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected, password is"2". Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
2020 HWA Mass Balance.xls
SIU.Uncont.Mass.Bal
Page 1 of 5 pages
9/18/2020,3:06 PM
Revision:August 1999
t

SIU.Uncont.Mass.Bal
FLOW CADMIUM CHROMIUM COPPER CYANIDE
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day
1 Charleston Forge 0004/001 0.00155 1,550 0.0019 0.0000 0.0223 0.0003 1.094 0.0141 0.0025J 0.00g0
2 hospitality Mints 0003/002 0.01511 15,110 0.001 0.0001 0.0066 0.0008 0.0397 0.0050 0.0043 0.0005
3
4
e
5
6
7
8
9
10
044111.11
11
r� -4�
12
13
Sum of Industrial Loading(lbs/day)=> 0.0167 16660 0.0002 0.0011 0.0191 0.0006
MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)_> 2.5612,560,000 0.0011 0.02141 0.0041 0.08541 0.07 l.4945J 0.0031 0.0641
Uncontrollable Load from Mass Bal(lbs/day)_> 2.5433 0.0212 0.0843 1.4754 0.0635
Uncontrollable Concen.from Mass Bal(mg/L)=> ( 0.00101 I 0.00401 I 0.0696( 1 0.00301
Uncont. from Uncont. Sampling(mg/L+lbs/day)_>
Uncontrollable Concen.From Literature(mg/L)_> L 0.0031 L 0.051 J 0.06j I 0.041
Uncontrollable conc.to be used in IIWA(tng/L)_> 0.001 0.004 0.0696 0.003
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2". Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
2020 HWA Mass Balance.xls
SIU.Uncont.Mass.Bal
Page 2 of 5 pages
9/18/2020,3:06 PM
Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW LEAD MERCURY MOLYBDENUM NICKEL
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 Charleston Forge 0004/001 0.00155 1,550 0.0223 0.0003 0.0001 0.00000 0.6 0.0078 0.122 0.0016
-•
2 Hospitality Mints 0003/002 0.01511 15,1 10 0.0025 0.0003 0.0001 0.00001 0.0089 0.0011 0.0036 0.0005
3
4
5
6
7
8
9
10
11/11111111111/
I1
12 _
13 _
Sum of Industrial Loading(lbs/day)=> 0.0167 16660 I 0.0006 0.00001 0.0089 0.0020
MGD gal/day mg/1 lbs/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_> 2.56'2,560,000 0.003� 0.0641 0.0001� 0.00214 0.003� 0.0641 0.003� 0.0641
Uncontrollable Load from Mass Bal(lbs/day)_> 2.5433 0.0634 0.00212 0.0552 0.0620
Uncontrollable Concen.from Mass Bal(mg/L)=> I 0.00301 I 0.000101 ( 0.00261 I 0.00291
Uncont. from Uncont. Sampling(mg/L+lbs/day)_>
Uncontrollable Concen. From Literature(mg/L)_> I 0.0491 I 0.00031 ( J 0.021
Uncontrollable conc.to he used in HWA(mg/L)-> 0.003 0.0001 0.0026 0.0029
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected, password is"2". Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
2020 HWA Mass Balance.xls
SIU.Uncont.Mass.Bal
Page 3 of 5 pages
9/18/2020,3:06 PM
Revision:August 1999

SIU.Uncont.Mass.Bal
. FLOW SELENIUM SILVER ZINC COD
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/I lbs/day mg/I lbs/day mg/1 lbs/day
1 Charleston Forge 0004/001 0.00155 1,550 0.0557 0.0007 0.0156 0.0002 0.3983 0.0051 6103 78.8935
2 I lospitality Mints 0003/002 0.0151 1 15,110 0.0045 0.0006 0 0.0000 0.0826 0.0104 14233 ########
3
4
5 �
6
7
8
9
10 --. ,
11
12
13 i
Sum of Industrial Loading(lbs/day)_> 0.0167 16660 0.0013 0.0002 0.0156 1872.50
MGD gal/day ni l lbs/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)=> 2.56 2,560,000 0.003 0.06411 0.000041 0.00091 0.19081 4.07371 6601 14091.26
Uncontrollable Load from Mass Bal(lbs/day)=> 2.5433 0.0628 0.0007 4.0581 12218.76
Uncontrollable Concen.from Mass Bal(mg/L)_> I 0.00301 j 0.00003 I 0.1913 1576.04561
Uncont. from Uncont. Sampling(mg/L+lbs/day)_>
Uncontrollable Concen.From Literature(mg/L)_> ( I I 0.0051 I 0.1751 50
Uncontrollable conc.to be used in I-IWA(mg/L)=> 0.003 0.00003 0.1913 576
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected, password is"2". Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
2020 HWA Mass Balance.xls
SIU.Uncont.Mass.Bal
Page 4 of 5 pages
9/18/2020,3:06 PM
Revision:August 1999

SIU.Uncont.Mass.Bal
\ FLOW Total Phosphorus Total Nitrogen
INDUSTRY Indust Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
Industry g g g g g g g g g g
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 Charleston For:e 0004/001 0.00155 1,550 10.03 0.1297 66.4 0.8584
2 Hos•italit Mints 0003/002 0.01511 15,110 12.15 all 27.9 3.5159
10
11
17 WI13
Sum of Industrial Loading(lbs/day)=> 0.0167 16660 1.6608 4.3742
MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)=> 2.56 2,560,000 6.23 133.01301 34.24 73 L0377I I I I
Uncontrollable Load from Mass Bal(lbs/day)_> 2.5433 131.3522 726.6635
Uncontrollable Concen. from Mass Bal(mg/L)_> ( 6.19251 I 34.25811 I I I 1
Uncont.from Uncont. Sampling(mg/L+lbs/day)_> r""7
Uncontrollable Concen.From Literature(mg/L)_> I I I
34.26 1 1 1 1 1
Uncontrollable conc.to be used in II WA(mg/L)_> 6.19
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
Concentration From "Mass Balance"(row 25),
protected,password is"2".
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
2020 HWA Mass Balance.xls
SIU.Uncont.Mass.Bal
Page 5 of 5 pages
9/18/2020,3:06 PM
Revision:August 1999

Sample Location: FLOW BOD TSS AMMONIA
Charleston Forge Used in Calculated Used in Calculated Used in Calculated
Sample Date 1 MGD - nia 1. Calculation lbs/day < mg/L Calculation lbs/day - mat. Calculation lbs/day
6/30/2017 0.0041
8/1/2017 0.000035
10/5/2017 0.000008 I I33 133 0.01 15 15 0.00 2.5 2.5 0.00
2/27/2018 0.0041
4/17/2018 0.000007 .
4/23/2018 0.000007
5/22/2018 0.000004
o
8/21/2018 0.000463 294 294 1.14 21 21 0.08 6.22 6.22 0.02
1/16/2019 0.005473
8/27/2019 0.006449
10/9/2019 0.000006 125 125 0.01 44 44 0.00 7.38 7.38 0.00
1/9/2020 0.000035
2/24/2020 0.000035
3/30/2020 0.004137
5/5/2020 0.000001
1 7/15/2020 0.000001 194 194 0.00 20 20 0.00 14.6 14.6 0.00
Column Averages=> 0.00155 186.50 0.29 25.00 0.02 7.68 0.01
1

Sam le Location: - CADMIUM CHROMIUM
Charleston Forge Used in Calculated Used in Calculated Used in Calculated
Sample Date < mg/L Calculation lbs/day mg/I_ Calculation lbs/day < mg/L Calculation lbs/day
6/30/2017 0.002 0.001 0.00 < 0.005 0.0025 0.00
8/1/2017 0.002 0.002 0.00 0.0179 0.0179 0.00
10/5/2017 < 0.005 0.0025 0.00 0.002 0.001 0.00 0.0132 0.0132 0.00
2/27/2018 0.002 0.001 0.00 0.039 0.039 0.00
4/17/2018 0.002 0.001 0.00 0.014 0.014 0.00
4/23/2018 0.002 0.002 0.00 0.016 0.016 0.00
5/22/2018 < 0.002 0.001 0.00 0.014 0.014 0.00
8/21/2018 0.01 0.01 0.00 < 0.002 0.001 0.00 0.013 0.013 0.00
1/16/2019 < 0.002 0.001 0.00 0.009 0.009 0.00
r
8/27/2019 < 0.002 0.001 0.00 0.017 0.017 0.00
10/9/2019 < 0.005 0,0025 0.00 < 0.002 0.001 0.00 0.027 0,027 0.00
1/9/2020 0.004 0.004 0.00 0.048 0.048 0.00
2/24/2020
3/30/2020 0.006 0.006 0.00 0.044 0.044 0.00
5/5/2020
7/15/2020 0.010 0.019 0.00 0.004 0.004 0.00 n.038 0.038 0.00
Column Averages > 0.0085 0.0000 0.0019 0.0000 0.0223 0.0003

Sample Location: 0 ' ' - CYANIDE LEAD
Charleston Forge Used in Calculated Used in Calculated Used in Calculated Used in Calculated
Sample Date - mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
6/30/2017 0.056 0.056 0.00 < 0.005 0.0025 0.00 < 0.005 0.0025 0.00
8/1/2017 0.59 0.59 0.00 < 0.005 0.0025 0.00 0.0205 0.0205 0.00
10/5/2017 0.568 0.568 0.00 < 0.005 0.0025 0.00 0.0223 0.0223 0.00 0.0002 0.0001 0.00
2/27/2018 0.469 0.469 0.02 < 0.005 0.0025 0.00 0.007 0.007 0.00
4/17/2018 0.438 0.438 0.00 < 0.005 0.0025 0.00 0.013 0.013 0.00
4/23/2018 1.211 1.21 0.00 < 0.005 0.0025 0.00 0.024 0.024 0.00
5/22/2018 1.86 1.86 0.00 < 0.005 0.0025 0.00 0.032 0.032 0.00
8/21/2018 0.866 0.866 0.00 < 0.005 0.0025 0.00 0.016 0.016 0.00 < 0.0002 0.0001 0.00
1/16/2019 1.58 1.58 0.07 < 0.005 0.0025 0.00 0.019 0.019 0.00
8/27/2019 0.586 0.586 0.03 < 0.005 0.0025 0.00 0.014 0.014 0.00
10/9/2019 0.68 0.68 0.00 < 0.005 0.0025 0.00 0.0112 0.0112 0.00 < 0.0002 0.0001 0.00
1/9/2020 1.351 1.35 0.00 < 0.005 0.0025 0.00 0.038 0.038 0.00
2/24/20201 2.03 2.03 0.00
3/30/2020 2.25 2.25 0.08 < 0.005 0.0025 0.00 0.051 0.051 0.00
5/5/2020 1.34 1.34 0.00
7/15/2020 1.63 1.63 0.00 0.005 0.0025 0.00 0.041 0.041 0.00 c 0.0002 0.0001 0.00
Column Averages=> 1.0039 0.0127 0.0025 0.0000 0.0223 0.0003 0.00010 0.00000
L -

Sample Location: MOLYBDENUM
.harlcston Forge Used in Calculated Used in Calculated l"sed in Calculated Used in Calculated
Sample Date < mg/L Calculation lbs/day < mg/L Calculation lbs/day mgil. Calculation lbs/day < nig;l, Calculation lbs/day
6/30/2017 0.009 0.009 0.00 < 0.005 0 0.00
8/1/2017 0.03 0.03 0.00 < 0.001 0 0.00
10/5/2017 0.0169 0.0169 0.00 i 0.0713 0.0713 0.00 0.0415 0.0415 0.00 < 0.001 0 0.00
2/27/2018 0.085 0.085 0.00 0.165 0.165 0.01
4/17/2018 0.053 0.053 0.00 0.017 0.017 0.00
4/23/2018 0.096 0.096 0.00 < 0.001 0 0.00
5/22/2018 0.122 0.122 0.00 0.013 0.013 0.00
8/21/2018 0.038 0.038 0.00 0.108 0.108 0.00 0.04 0.04 0.00 0.001 0 0.00
1/16/2019 0.156 0.156 0.01 0.001 0 0.00
8/27/2019 0.133 0.133 0.01 0.04 0.04 0.00
10/9/2019 0.0349 0.0349 0.00 0.0625 0.0625 0.00 0.0361 0.0361 0.00 < 0.001 0 0.00
1/9/2020 0.193 0.193 0.00 0.088 0.088 0.00
2/24/2020
3/30/2020 0.26 0.26 0.01 0.024 0.024 0.00
5/5/2020
7/15/2020 2.31 2.31 0.00 0.329 0.329 0.00 0.105 0.105 0.00 0.021 0.021 0.00
Column Averages=> 0.6000 0.0000 ' 0.1220 0.0019 0.0557 0.0000 0.026 3 0.0006

Sample Location: ZINC COD Total Phosphorus Total Nitrogen
Charleston Forge Used in Calculated Used in ' Calculated Used in Calculated Used in Calculated
Sample Date - mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
6/30/2017 0.019 0,019 0.00
8/1/2017 0.194 0.194 0.00
10/5/2017 0.17 0.17 0.00 18000 18000 1.20 22.7 22.7 0.00 56 56 0.00
2/27/2018 0.212 0.212 0.01
4/17/2018 0.181 0.181 0.00
i
4/23/2018 0.368 0.368 0.00
5/22/2018 0.482 0.482 0.00
8/21/2018 0.229 0.229 0.00 1950 1950 7.53 0.362 0.362 0.00 80.6 80.6 0.31
1/16/2019 0.462 0.462 0.02
8/27/2019 0.33 0.33 0.02
_ 10/9/2019 0.324 0.324 0.00 1790 1790 0.00 5.46 5.46 0.00 31.6 31.6 0.00
1/9/2020 0.714 0.714 0.00
2/24/2020_
3/30/2020 1.08 1.08 0.04
5/5/2020
7/15/2020 0.811 0.811 0.00 2670 2670 0.02 11.6 11.6 0.00 97.4 97.4 0.00
Column Averages=> 0.3983 0.0061 6102.5000 2.2106 10.0305 0.0008 66.4(000 0.0793

I
'Sample Location: FLOW BOD TSS • MONIA
Hospitality Mints,LLC Used us Calculated Used in Calculated Used in Calculated
Sample Date MGD mg,1L Calculation lbs/day < mg/L. Calculation lbs/day < mg/I. Calculation lbs/day
12/22/2016 0.0006 13.40 272 272 1.36
1/12/2017 0.010871 1765.00 274 274 24.84
1/25/2017 0.019474 _ 468.00 94 94 15.27
3/1/2017 0.021044 377.00 286 286 50.19
3/22/2017 0.019454 535.00 116 116 18.82
3/29/2017 0.01374 954.00 193 193 22.12
4/6/2017 0.013471 876.00 120 120 13.48
4/12/2017 0.013124 1459.00 240 240 26.27
4/19/2017 0.010945 955.00 244 244 22.27
4/26/2017 0.012298 1461.00 306 306 31.38
5/3/2017 0.010823 475.00 130 130 11.73
5/10/2017 0.012711 854.00 222 222 23.53
5/17/2017 0.016723 533.00 524 524 73.08
5/24/2017 0.015182 1650.00 244 244 30.89
6/28/2017 0.015636 2521.00 328 328 42.77
7/19/2017 0.011955 436.00 196 196 19.54
8/30/2017 0.011164 581.00 168 168 15.64
9/26/2017 0.0109 121.00 273 273 24.82
10/5/2017 0.0111 914.00 174 174 16.11 1.4 1.4 0.13
10/31/2017 0.008948 882.00 62 62 4.63
11/1/2017 0.011121 1405.00 126 126 11.69
1/24/2018 0.02734 2371.00 271 271 61.79
1/25/2018 0.00885 437.00 106 106 7.82
2/21/2018 0.006656 493.00 420 420 23.31
3/27/2018 0.011365 379.00 94.2 942 8.93
4/6/2018 0.001767 130.00 448 448 6.60
5/10/2018 0.00426 204.00 248 248 8.81
6/20/2018 0.006986 390.00 456 456 26.57
7/12/2018 0.012529 868.00 98 98 10.24 1.2 1.2 0.13
7/24/2018 0.010931 906.00 320 320 29.17
8/30/2018 0.008555 311.00 563 563 40.17
9/20/2018 0.0661 61.00 140 140 77.18
10/17/2018 0.013097 486.00 208 208 22.72
11/29/2018 0.014077 160.00 310 310 36.39
12/19/2018 0.014767 656.00 167 167 20.57
1/23/2019 0.014095 2092.00 248 248 29.15
2/27/2019 0.010964 759.00 94 94 8.60
3/26/2019 0.015274 771.00 164 164 20.89
4/25/2019 0.012807 320.00 156 156 16.66
5/14/2019 0.014334 714.00 80 80 9.56
5/29/2019 0.016506 197.00 280 280 38.54
6/18/2019 0.015248 148.00 182 182 23.14
7/23/2019 0.01567 142.00 317 317 41.43
8/20/2019 0.013721 288.00 1300 1300 148.76
9/12/2019 0.00967 128 128 10.32 1.42 1.42 0.11
9/25/2019 0.015469 599.00 245 245 31.61
_ 10/23/2019 0.02455
11/14/2019 0.017156 982.00 Ill 111 15.88
12/11/2019 0.028293, 1180.00 372 372 87.78
1/14/2020 0.025901 596.00 268 268 57.89 I
2/12/2020 0.009305 345.00 148 148 11.49
3/25/2020 0.024444 1080.00 410 410 83.58
4/15/2020 0.039571 396.00 164 164 54.12
4/21/2020 0.014148 415.00 130 130 15.34
Column Averages=> 0.01511 732.91154 249.77736 29.91499 1.34000 0.12317

CADMIUM CHROMIUM COPPER
Used in Calculated Used in Calculated Used in Calculated Used in Calculated
mg,I. Calculation lbs/day < mg/L Calculation lbs/day < mg/I, Calculation lbs/day < mg/L Calculation lbs/day
0.005 0.0025 (100 0.01)2 0.001 0.00 00110 0.0116 0.00 0 u 1 0.0541 0 0l
0.005 0.0025 0.00 0.002 0.001 0.00 is 0.005 0.0025 0.00 0.03 0.03 0 00
0.00694 0.00694 0.00 i 0.002 0.001 0.00 0.00564 0.00564 0.00 0-035 0.035 0.00
P00398 0.00035 0.00100 0.00009 0.00658 0.00060 0.0i970 0.00366

CYANIDE LEAD MOLYBDENUM
Used in Calculated Used in Calculated Used in Calculated Used in Calculated
< mg/L. Calculation lbs/day < m 0 Calculation lbs/day < ionI Calculation lbs/day < I_ Calculation lbs/day
• 0.005 0.0025 0.00 < 0.005 0.0025 0.00 < 0.0002 0.0001 0.00 K 0.005 0.0025 0.00
0.008 0.008 0.00 < 0.005 0.0025 0.00 < 0002 0.0001 0.00 < 0.005 0.0025 0.00
• 0.005 0.0025 0.00 0.005 0.0025 0.00 < 0.0002 0.0001 0.00 0.0217 0.0217 0.00
0.00433 0.00042 0.00250 0.00023 0.00010 0.00001 0.00890 0.00075

Used in Calculated Used in Calculated Used in Calculated Used in Calculated
< mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day < m_/L Calculation lbs/day
((.1(0582 0.00582 0.00 < 005 0.0025 0.00 < 001 0 0.00 0.(1914 0.0914 0.01
0.003 0.0025 0.00 0.005 0.0025 0.00 0.001 0 0.00 0.063 0.063 0.01
0.005 0.0025 0.00 0 008-48 0.00848 0.00 0.001 0 0.00 0.0933 0.093 3 0.01
0.00361 0.00033 0.00449 0.00039 0.00000 0.00000 0.08257 0.00752

COD Total Phosphorus Total Nitrogen
Used in Calculated Used in Calculated Used in Calculated
mv'I. Calculation lbs/day < n ILI I Calculation Ibs/day < m_t I Calculation lbs/day
► � I
18000 18000 1666.33 3 3 0.28 I2 12 1.11
1310(1 13100 1368.84 4.74 4.74 O 50 66.1 66.1 6.91
1I600 11600 935.51 28.7 28.7 2.31 5.64 5.64 0.45
########## ######### 12.14667 1.02920 27.91333 2.82422
L I

Workbook Name : 2020 HWA-AT Boone.xls, Worksheet Name: AT Printed. 9/18/2020, 2.48 PM
Page 1 of 5
Allocation Table Spreadsheet Instructions:
Headworks last approved: 10/20/15 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected,password is
Allocation Table updated: 09/18/20 2)Formulas are discussed in the Comprehensive Guidance,Chapter 6,Section C.
Permits last modified: 09/09/19 3)HWA and AT worksheets in this workbook are linked. Pollutant Names,MAHLs,Basis,and Uncontrollable load
in this AT worksheet are automatically entered from the HWA spreadsheet. This includes pollutant names in
columns AT through BK.
POTw=>Jimmy Smith WWTP
NPDESi > NC0020621
FLOW BOD TSS
Industry Type Renewal Modification Date Permit Limits Permit Limits Permit Limits
IUP INDUSTRY NAMES Permit Pipe of Effective Effective Permit Conc. Load Conc. Load
Count (please list alplabeticly) number number Industry Date Date Expires MGD gal/day m l lbs/da m 1 Ibs/da
1 `Hospitality Mints.LLC 0003 0002 Candy 06/01/18 05/31/23 0.1600 160,000 2071.00 400.00 533.76
2 Charleston Forge 0004 0001 433 09/09/19 12/31/21 0.0050 5,000
3
4 t��
5
6
7
8 .........—. ........... ..
9 �....
10 .
Column Totals=> 0.1650 165,000 2071 534
Basis=> NPDES Design Design
MAHL from HWA(lbs/day)=> NPDES Permitted Flow=> 4.8200 15075 15075
Uncontrollable Loading(lbs/day)_> 2.4833 6793 6524
Total Allowable for Industry(MAIL)(lbs/day)_> 2.3367 8281 8551
Total Permitted to Industry(lbs/day)=> 0.1650 2071 534,
MAIL left(lbs/day)=> 2.1717 6210 8017
Percent Allow.Ind.(MAIL)still available(%)_> 92.9% 75.0% 93.8%
Percent MAHL still available(%)=> 45.1% 41.2% 53.2%
5 Percent MAHL(lbs/day)=> 0.2410 754 754
HWA.AT
Revised:November 2005

Workbook Name : 2020 HWA-AT Boone.xls, Worksheet Name: AT Printed:9/18/2020,2:48 PM
Page 2 of 5
Allocation Table
Headworks last approved: 10/20/15
Allocation Table updated: 09/18/20,
Permits last modified: 09/09/19
POTw=>Jimmy Smith WWTP
NPDES#=> NC0020621
Ammonia Arsenic Cadmium Chromium Copper Cyanide
Industry Permit Limits Permit Limits Permit Limits _ Permit Limits Permit Limits Permit Limits
IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabcticly) number number mg/I lbs/day mg'I lbs/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day mg/I lbs/day
1 Hospitality Mints,LLC 0003 0002
2 Charleston Forge 0004 0001 0.0700 0.0029 1.7100 0.0713 2.0700 0.0863 0.6500 0.0271
1-
3
4
i-••••• -.
5
6
7 ��
. ��
9 1
10
Column Totals=> I 0 0.0000 1 0.0029 0.0713 i 0.0863 0.0271
Class A, Class A,
Basis=> Design Mon.Avg. Stream Std Stream Std Mon.Avg. Stream Std
MAHL from HWA(lbs/day)=> 1130.59 0.2910 0.1614 2.2171 5.569 0.5851
Uncontrollable Loading(lbs/day)_> 428.71 0.0621 0.0207 0.0828 1.4394 0.0621
Total Allowable for Industry(MAIL)(lbs/day)=> 701.88 0.2289 0.1406 2.1342 4.1299 0.5230
Total Permitted to Industry(lbs/day)_> 0.00 0.0000 0.0029 0.0713 0.0863 0.0271
MAIL left(lbs/day)=> 701.88 0.2289 0.1377 2.0629 4.0435 0.4959
Percent Allow.Ind.(MAIL)still available(%)_> 100.0% 100.0% 97.9% 96.7% 97.9% 94.8%
Percent MAHL still available(%)_> 62.1% 78.7% 85.4% 93.0% 72.6% 84.7%
5 Percent MAHL(lbs/day)_> 56.53 0.0146 0.0081 0.1109 0.2785'' 0.0293
HWA.AT
Revised.November 2005

Workbook Name : 2020 HWA-AT Boone.xls, Worksheet Name: AT Printed. 9/18/2020, 2:48 PM
Page 3 of 5
Allocation Table
Headworks last approved: 10/20/15
Allocation Table updated: 09/18/20
Permits last modified: 09/09/19
Porn,=>Jimmy Smith WWTP
NPDES(r=> N00020621
Lead Mercury Molybdenum Nickel Selenium Silver
Industry Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits
IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load
Count , (please list alphabeticly) number number mg/I lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 hospitality Mints,LLC 0003 0002
r
2 Charleston Forge 0004 0001 0.4300 0.0179 2.3800 0.0992 0.1020 0.0043
3
4 ~�
.....---.
5
6
7
I
8 � I
9 ~�
r____ ---,
10
Column Totals=> 0.0179 0.0000001 0.0000 0.0992 0.0000 0.0043
Sludge
Basis=> Stream Std Stream Std Ceiling Stream Std Stream Std Stream Std
MAHL from HWA(lbs/day)_> 1.0419 0.025459 0.7259 1.5638 0.3628 0.0087
Uncontrollable Loading(lbs/day)_> 0.0621 0.002071 0.0538 0.0601 0.0621 0.0006
Total Allowable for Industry(MAIL)(lbs/day)=> 0.9797 0.023388 0.6721 1.5037 0.3007 0.0081
Total Permitted to Industry(lbs/day)_> 0.0179 0.000000 0.0000 0.0992 0.0000 0.0043
MAIL left(lbs/day)=> 0.9618 0.023388 0.6721 1.4044 0.3007 0.0038
Percent Allow.Ind.(MAIL)still available(%)_> 98.2% 100.0% 100.0% 93.4% 100.0% 47.4%
Percent MARL still available(%)=> 92.3% 91.9% 92.6% 89.8% 82.9% 44.0%
5 Percent MAHL(lbs/day)=> 0.0521 0.001273 0.0363 (1.0782 0.0181 0.0004
HWA.AT
Revised:November 2005

Workbook Name : 2020 HWA-AT Boone.xls, Worksheet Name: AT Printed:9/18/2020,2:48 PM
Page 4 of 5
Allocation Table '
Headworks last approved: 10/20/15
Allocation Table updated: 09/18/20
Permits last modified: 09/09/19
POTW=>Jimmy Smith WWTP
NPDES#"> NC0020621
Zinc a b c d e
Industry Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits
IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Cone. Load Conc. Load Conc. Load Conc. Load
Count I (please Ilse alphabeGdv number ' number mg/1 lbs/day m/l lbs/day mg/1 lbs/day J mg/I lbs/day mg/I lbs/day mg./1 lbs/day
1 Hospitality Mints,LLC 0003 0002
2 Charleston Forge 0004 0001 1.4800 0.0617
Isi ill -4 I
4
5
6
7 [ .
� .-1 ,
8
9 I I ._.
10
Column Totals=> 0.0617 0.00J 0.00 0.0000 0.0000 0.0000
Class A,
Basis=> Mon.Avg.
MAHL from HWA(lbs/day)=> 12.3719
Uncontrollable Loading(lbs/day)=> 3.9620
Total Allowable for Industry(MAIL)(lbs/day)=> 8.4099
Total Permitted to Industry(lbs/day)=> 0.0617. 0.00 0.00 0.0000 0.0000 0.0000,
MAIL left(lbs/day)=> 8.3482
Percent Allow.Ind.(MAIL)still available(%)=> 99.3% #VALUE! ####### #VALUE! ####### #######
Percent MAHL still available(%)=> 67.5% #VALUE! ####### #VALUE! ####### #######
5 Percent MAHI.(lbs/day)=> 0.6186
HWA.AT
Revised:November 2005

Workbook Name : 2020 HWA-AT Boone.xls, Worksheet Name: AT Printed: 9/18/2020, 2:48 PM
Page 5 of 5
Allocation Table
Headworks last approved: 10/20/15
Allocation Table updated: 09/18/20
Permits last modified: 09/09/19
POTw=> Jimmy Smith WWTP
NPDES#=> NC0020621
f g h I
Industry Permit Limits Permit Limits Permit Limits Permit Limits
IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load
Count (please list alphabciicly) number number mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg l lbs/day
1 Hospitality Mints,LLC 0003 0002
2 Charleston Forge 0004 0001
3
4 _ � L
5
6
7
8
9
10 r ~—
Column Totals=> 1 0.0000 0.0000 0.0000 0.0000
Basis=>
MAHL from HWA(lbs/day)=>
Uncontrollable Loading(lbs/day)=>
Total Allowable for Industry(MAIL)(lbs/day)=>
Total Permitted to Industry(lbs/day)=> 0.0000 0.0000 0.0000 0.0000
MAIL left(lbs/day)=>
Percent Allow.Ind.(MAIL)still available(%)=> ####### ####### ###{/### #######
Percent MARL still available(%)=> ####### WNW ####### #######
5 Percent MAHL(lbs/day)_>
HWA.AT
Revised:November 2005