NC0049867_Headworks Analysis_20181008

Town of Cleveland
302 East Main Street
P.O. Box 429
Cleveland, NC 27013
[phone]
®�1R
ikeceNEDID0�RI
October 1, 2018 OCA ®%' 201
\Nces
ater Fzes�ect►on
perrr►i�m9
NC DEQ/DWQ/PERCS
Attention: Monti Hassan
1611 Mail Service Center
Raleigh,NC 27699-1611
Subject: Headworks Analysis
Town of Cleveland
NC0049867
By this letter the Town of Cleveland is submitting the HWA tables and all supporting
calculations and data for the STMP sampling period covering August 2017 through July
2018. Conclusions and data rationale are included with this letter.
The sludge generated by the WWTP is disposed of by either land application of liquid or
cake or has been taken for incineration.
If you need any additional information,please call the Town Hall office at 704-278-4777
or our consultant,Barbara Sifford, at 704-279-8252.
Sincerely,
. /— /
fOa,m1IT
Danny Gabriel
Mayor
enc

Conclusions and Rationale for 2018 data for HWA
Town of Cleveland — NPDES NC0049867
1. During 2017 and 2018 there were no BOD and TSS violations. The IUP was renewed in
July 2018 and #/day limits were used rather concentration to allow for the higher
concentration of BOD and TSS during low flow periods. This has corrected the over
allocation of these parameters.
2. Uncontrollable flow and concentrations were sampled during the STMP year. In July, a
high TSS level was reported this was adjusted down in the calculations to 500 mg/I so
the loading in the plant influent would not be high.
3. During 2018, sludge removed from the plant is high due to none being removed for the
past several years. This was noted in the previous HWA submittals.
4. Literature inhibition values were used for nitrification rather than activated sludge as
the more stringent inhibition criteria where applicable.
5. IUP permit for Daimler was over allocated in July 2018 using only the categorical limit
and not the HWA data to reduce the allocation. During 15/16 and 17/18 years,the
industrial loading to the WWTP has averaged .05#/day. This can be corrected by
modifying the permit to Daimler. This will be completed by December this year.
6. A new school is being built that will open in 2019,this will have an additional 500
students with an additional flow of 12,500 gallons per day. This will reduce the capacity
available for future growth of the Town unless the Daimler flow is reduced. The average
flow from Daimler is under .100 MGD per year.
7. Daimler production is increasing during calendar year 2018 with a second shift
production line being put back on and more employees on a daily basis. This additional
loading to the WWTP is not captured in this data since it just started in April of 2018.
8. When metal concentrations were reported with more than 50%of the data below
detection levels,the literature value was used. Nickle has an error in the spreadsheets.

- Removal Rate Calculations
FLOW BOD AMMONIA
Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in
Sample Date mgd < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation
8/1/2017 Spreadsheet 0.1372 178.4 178.4 4.136 4.136 i 203.4 203.4 i 5.421 5.421
Instructions:
August 2017 stmp 1) Data 0.181 103 103 3.06 3.06 152 152 5.4 5.4 15.23 15.23 < 0.5 0.25
9/1/2017 in Y
entered
ter d only 0.12345 270.5 270.5 4.75 4.75 238.5 238.5 3.896 3.896 < 0.5 0.25
10/1/2017 Bordered 0.11497 232.8 232.8 2.75 2.75 258.75 258.75 4.575 4.575 < 0.5 0.25
cells. Rest ��
October stmp of 0.126 1941. 11 194 < 2 1 356 356 8.86 8.86 1 26.43 26.43 < 0.5 0.25
11/1/2017 worksheet is 0.09411 381.4 381.4 3.2 3.2 289.6 289.6 2.122 2.122 0.355 0.355
protected,
12/1/2017 password is 0.09228 364.3 364.3 5.65 5.65 162.75 162.75 3.93 3.93 0.405 0.405
Dec PPA 2 . 0.126 < 0.04 0.02
I
1/1/2018 2) For 0.10062 234.2 234.2 6.202 6.202 660.4 660.4 9.514 9.514 1.027 1.027
below 1
2/1/2018detection 0.11796 297.5 297.5 5.838 5.838 569.5 569.5 3.15 3.15 2.82 2.82
3/1/2018 data,enter 0.12287 184.2 184.2 7.64 7.64 1 501 501 2.4 2.4 4.9 4.9
4/1/2018 column,and 0.11543 288.75 288.75 13.54 13.54 581.25 581.25 9.03 9.03 3.048 3.048
_
5/1/2018 detection 0.14243 213.8 213.8 6.62 6.62 591.6 591.6 r 5.37 5.37 0.0936 0.0936
May STMP level in 0.166 152 152 7.36 7.36 204 204 6.57 6.57 30.8 30.8 < 0.1 0.05
Influent or l
6/1/2018 Effluent 0.1304 201.5 201.5 6.77 6.77 221 221 i 4.925 4.925 0.052 0.052
June STMP columns./I0.166 225 225 6.88 6.88 205 205 5.29 5.29 35.6 35.6 < 0.1 0.05
7/1/2018 Spreadsheet 225 225 7.0125 7.0125 545 545 5.8 5.8 0.459 0.459
will auto-
matically
calculate
averages iniiiii.iiii �................=
and removal
rates using
1/2 value -
Column Averages=> entered. 0.128545 234.146875 5.77553125 358.734375 5.3908125 27.015 0.892475
3) Unpaired Site Specific RR=> 97.53% Unpaired Site Specific RR=> 98.50% Unpaired Site Specific RR=> 96.70%
Document
removal Literature/Default RR=> 85.00% Literature/Default RR=> 85.00% Literature/Default RR=> 85.00%
Rate choice
3 °o of data is BDL 0 %of data is BDL 35 °o of data is BDL
4)Formulas
in Compre- RR for this HWA=> 97.53% RR for this HWA=> 98.50% RR for this HWA=> 96.70%
hensive
RR Cleveland 2018 xlsx
Removal Rates
Page 1 of 7 pages
10/1/2018, 11:38 AM
Revision August 1999

Removal Rate Calculations
ARSENIC CADMISM CHROMIUM
Influent Used in Used in Influent Used in Effluent Used in Influent Used in Effluent Used in
I Sample Date < mg/L Calculation < Calculation < m L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation
8/1/2017 _ J
August 2017 stmp 0.005 0.0025 < 0.005 0.0025 0.0018 0.0018 0.0015 0.0015 0.003 0.003 < 0.002 0.001
9/1/2017
10/1/2017
October stmp .<. 0.0025 0.00125 < 0.0025 0.00125 0I .0017 0.0017 0.0016 0.0016 0.003 0.003 < 0.002 0.001
is. - a
11/1/2017
12/1/2017 _
Dec PPA 0.005 0.0025 I < 0.001 _ 0.0005 < 0.005 0.0025
1/1/2018
2/1/2018 inns i
3/1/2018
4/1/2018
5/1/2018
May STMP < 0.005 0.0025 < 0.005 0.0025 < 0.002 0.001 < 0.002 0.001 < 0.005 0.0025 < 0.005 0.0025
6/1/2018 Ii
June STMP < 0.005 0.0025 < 0.005 0.0025 < 0.002 0.001 < 0.002 0.001 0.0025 0.009 0.009
7/1/2018
Column Averages=> 0.0022 0.0023 0.0014 0.0011 0.0028 0.0032
Unpaired Site Specific RR=> >50%BDL Unpaired Site Specific RR=> >50%BDL, Unpaired Site Specific RR=> >50%BDL I
Literature/Default RR=> 45.00% Literature/Default RR=> 67.00% Literature/Default RR=> 82.00%
100 %of data is BDL 56 %of data is BDL 67 "0 of data is BDL
RR for this HWA=> 45.00% RR for this HWA=>> 67.00% RR for this HWA=> 82.00% i
RR Cleveland 2018.xlsx
Removal Rates
Page 2 of 7 pages
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Revision:August 1999

Removal Rate Calculations
COPPER CYANIDE LAD
Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in
Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation
8/1/2017
August 2017 stmp = 0.062 0.062 0.021 0.021 0.007 0.007 0.007 0.007 0.003 •0.003k< 0.0025 0.00125
9/1/2017
M. . .. I
10/1/2017
October stmp 0.057 0.057 0.023 0.023 < 0.005 0.0025 0.005 0.005 IINNIIMIIIIIMI �� 0.0034�0� 0.00125
11/1/2017
.
12/1/2017
..1.
Dec PPA ! .. 0.011 0.01 1 .�• 0.005 0.0025 1 ...., I0.0025
1/1/2018
...1...... �.....
2/1/2018
6•Er II IMIIMMIMMININIIMIMI 4111•1•1•1.1111.11• 1%
3/1/2018 _
4/1/2018
5/1/2018
May STMP 0.053 0.015 0.015 < 0.005 0.0025 < 0.005 0.0025 < 0.005 0.0025 < 0.005 0.0025
6/1/2018
...
June STMP 0.05 0.05 0.01 0.01 < 0.005 0.0025 < 0.005 0.0025 < 0.002 0.001 < 0.002 0.001
7/1/2018
.. .. -- 1
.
M a Ns
Column Averages=> 0.0563 0.0160 0.0036 0.0039 0.0025 0.0017
Unpaired Site Specific RR=> 71.60% Unpaired Site Specific RR=> >50%BDL Unpaired Site Specific RR=> >50%BDL
Literature/Default RR=> 86.00% Literature/Default RR=> 69.00% Literature/Default RR=> 61.00%
0 00 of data is BDL 67 "0 of data is BDL 78 °rb of data is BDL
RR for this HWA=> 71.60% RR for this HWA=> 69.00% RR for this HWA=> 61.00%
RR Cleveland 2018.xlsx
Removal Rates
Page 3 of 7 pages
10/1/2018, 11:38 AM
Revision:August 1999

Removal Rate Calculations
MOLYBDENUM
Influent Used in Effluent Used in Used in Effluent Used in Influent Used in Effluent Used in
rSample Date < mg/L Calculation < mg/L Calculation Calculation < m! L Calculation < mg/L Calculation _ < mg/L Calculation
8/1/2017II .
August 2017 stmp < 0.0002 0.0001 0.00000394 0.00000394 Q 2.5 1.25 . 0.00266 0.00266 0.0048 0.0048 0.0038 0.0038
9/1/2017 �_ .--1
10/1/2017 II 0
October stmp - 0.0004 0.0004 0.00000547 0.00000547 Q 0.0025 0.00125 II 0.00279 0.00279 0.0036 0.0036 0.0059 0.0059
11/1/2017 ■--I
Dec PPA
12/1/2017 •
� . Ill .............
0.00002 0.00001 I- 1- < 0.01 0.005
1/1/2018 _ 1- �
2/1/2018 ■ . .......... a
3/1/2018 _ 4.1
I- �--
4/1/2018 .111 ,...... ^� - I-- -
5/1/2018 _ II
May STMP ii 0.0002_ 0.0002 < 0.0002 0.0001 1 11 1 11 I
Q 0.005 0.0025 < 0.005 0.0025 < 0.005 0.0025
6/1/2018M� - .--
IIIIMIIIIMMIr
June STMP 0.0002 0.0002 0.00000635 0.00000635 Q0.005 0.0025 0.005 0.0025 0.003 0INIMMENNIIIMIP .003 0.002 0.002
7/1/2018 OMB �- - II . - a
�� II 111MM _...-______
ImmilmommimP 4/ 1nomonmo. Ili IMINNINIMIMIMIIMIIMI MIMMINIIMINIMINIMIII
_ ■� ■�
Column Averages=> 0.00023 0.00003 0.3141 0.0026 0.0035 0.0038
Unpaired Site Specific RR=> 88.82% Unpaired Site Specific RR=> >50%BDL Unpaired Site Specific RR=> -10.50
Literature/Default RR=> 60.00% Literature/Default RR=> 33.00% Literature/Default RR=> 42.00%
33 "0 of data is BDL 75 % of data is BDL 33 "0 of data is BDL
RR for this HWA= 88.80% RR for this HWA=> 33.00% RR for this HWA=> 0.00%
RR Cleveland 2018.xlsx
Removal Rates
Page 4 of 7 pages
10/1/2018, 11:38 AM
Revision:August 1999

- Removal Rate Calculations
SELENIUM SILVER
Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in
Sample Date < mg/L Calculation < mg/L. Calculation < mg/L Calculation < m t L Calculation < mg/L Calculation < mg/L Calculation
8/1/2017
August 2017 stmp < 0.005 0.0025 < 0.005 0.0025 < 0.0025 0.00125 < 0.0025 0.00125 0.1 0.1 0.043 0.043
9/1/2017 ..
IINIMMNIIMMIIIIMIMIP 11 I 4.11111 ,M
10/1/2017
October stmp < 0.005 0.0025 < 0.005 0.0025 < 0.0025 0.00125 < 0.0025 0.00125 0.116 0.116 0.051 0.051
11/1/2017
- - ..10_�
12/1/2017
.. ...
Dec PPA < 0.01 0.005 < 0.005 0.0025 0.054 0.054
.......
1/1/2018
.. J
2/1/2018
3/1/2018
. _ - �� - N.... .
4/1/2018
.
5/1/2018
-. .-
May STMP < 0.005 0.0025 < 0.005.005 0.0025 < 0.005 0.0025 < 0.005 0.0025 0.17 0.17 0.09INNimMINII 2 0.092
6/1/2018
June STMP < 0.005 0.0025 < 0.005 0.0025 < 0.002 0.001 < 0.002 0.001 0.12 0.12 0.053 0.053
..
7/1/2018
�.1 _ .. _
= . �.1====1 =
MIN I�. I .. -4=M = I.MIS
I , I IMININW MINE NM "MI V .41
- /
Column Averages=> 0.0025 0.0030 0.0015 0.0017 0.1265 0.0586
Unpaired Site Specific RR=> >50%BDI, Unpaired Site Specific RR=> >50%BDL Unpaired Site Specific RR=> 53.68%
Literature/Default RR=> 50.00% Literature/Default RR=> 75.00% Literature/Default RR=> 79.00%
00 % of data is BDL Inn "0 of data is BDL 0 %of data is BDL
RR for this HWA=- 50.00% RR for this HWA=> 75.00% RR for this HWA=> 53.68%
RR Cleveland 2018.xlsx
Removal Rates
Page 5 of 7 pages
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Revision:August 1999

Removal Rate Calculations
Oil&Grease
Influent Used in Effluent Used in Influent Used in Effluent Used in influent Used in Effluent Used in
Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation
8/1/2017 < 5.3 2.65 22.7 22.7 4.5 4.5
1.August 2017 stmp _
9/1/2017 5.2 2.6 34.24 34.24 4.8 4.8
.. IMNI A
10/1/2017 < 5.5 2.75 32.35 32.35 5.1(, 5.1
11•11111 .41MMI M=MNIMIMINIMMIMIIMillN1 A.-----,
October stmp
11/1/2017 < 5.27 2.635 32.4 32.4 4.5 4.5
12/1/2017 < 5.4 2.7 27.79 27.79 4.4 4.4
��
Dec PPA < 5 2.5
1/1/2018 < 5 2.5 37.2 37.2 4.9 4.9
INMINNIMM l '� _ IMIIONMINIMMII
2/1/2018 < 5 2.5 15.8 15.8 4.25 4.25
�. - �-
3/1/2018 < 5 2.5 31.4 31.4 3.36 3.36
� 1
4/1/2018 15.15 15.15 39.3 39.3 3.84 3.84
5/1/2018 < 5 2.5 39.1 39.1 3.5 _ 3.5
May STMP 16.3 16.3 < 5 2.5
6/1/2018 < 5 2.5 37 37 9.38 9.38
June STMP 13.7 13.7 < 5 2.5
7/1/2018 < 5 2.5 35.5 35.5 2.22 2.22
Imo m. -
a -
Column Averages=> 15.0000 3.3990 32.0650 4.5625
Unpaired Site Specific RR=> >50%BDL Unpaired Site Specific RR=> Unpaired Site Specific RR=>
Literature/Default RR=>� Literature/Default RR=>� Literature/Default RR=>II
82 "0 of data is BDL 0 "0 of data is BDL 0 % of data is BDL
RR for this HWA=>I I RR for this HWA=>II RR for this HWA=>II
RR Cleveland 2018.xlsx
Removal Rates
Page 6 of 7 pages
10/1/2018, 11:38 AM
Revision:August 1999

Removal Rate Calculations
Influent Used in Effluent Used in Influent ' Used in Effluent Used in EUsed in Used in
Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation Calculation < Calculation
8/1/2017 I _ I
I
August 2017 stmp �_ , 1
9/1/2017 _ .--.�—
10/1/2017 _1111•IMMNIMIIIIMP, I. 1 �� ■--■
October stmp :=- -MI
11/1/2017
.. ■ I
.1
1/1/2018
12/1/2017
I=
IP
Dec PPA
1/1/2018 • 111
2/1/2018 N. I.. I--U
3/1/2018 _ NMI I
•-�:�=
4/1/2018 III
5/1/2018 �_ _ _
_ _ .— .
MaySTMP _ II II
6/1/2018 I--U
June STMP II— 1IMNININImIMMI
——
7/1/2018 ► .
—..■ II111
a
Column Averages=>
Unpaired Site Specific RR=> Unpaired Site Specific RR=> Unpaired Site Specific RR=>
Literature/Default RR=>� Literature/Default RR=>� Literature/Default RR=>
of data is BDL of data is BDL of data is BDL
RR for this HWA° II RR for this HWA=>II RR for this HWA== L1
RR Cleveland 2018.xlsx
Removal Rates
Page 7 of 7 pages
10/1/2018, 11:38 AM
Revision:August 1999

Workbook Name: HWAATClevelandstmpl Worksheet Name: HWA Page 1 of 5
P I Printed 10/1/2018, 10:51 AM
A I B _ I_ . c_ j D L, E I F I G I H I I I J I K -
1 Headworks Analysis Spreadsheet
Spreadsheet Instructions:
2 POTW Name: Town of Cleveland 1) Applicable Values should be entered in the Heavy Bordered Blue cells. The rest of worksheet is
3 Date: 9/5/2018 protected,password is"2".
4 POTW NPDES#=> NC0049867 2) Additional pollutants can be added in cells A34 to A42. Note all Pollutant names are linked from here
5 POTW Sludge Permit#=> WQ0011431 to other pages in HWA worksheet and also to AT worksheet(i.e.,automatically entered into other pages in
HWA worksheet and also AT worksheet from HWA worksheet).
7 POTW NPDES Permitted Flow(MGD)= 0.27 <-nsedinATonly 3) Formulas are discussed in the Comprehensive Guidance HWA Chapter.
8 POTW Average Flow(MGD)= 0.12855 <=used in HwAcatcutations 4) HWA,AT and HASL worksheets are linked. MAHLs, Basis,and Uncontrollable load are automatically
9 Uncontrollable Flow(MGD)= 0.0511 entered into AT from this worksheet.
10 7Q10 Stream Flow(MGD)= 9.04 5)If red tab notes are not visible,they can be turned on in the"Tools"menu under"options",in the
1 1 Stream Classification= C "view"tab click the"comment indicator only"button.
iz
1 3 Class of Sludge generated(A,or B) B
14 Sludge to Digestor Flow(MGD)= Influent Concentration Based on Pass Through g Input"x"to use
1 5 Sludge to Disposal Flow(MGD)= 0.1747 calc.for different POTW flows Design Criteria
1 6 %Solids to Disposal= 2.02 Design Values Average Flow Permitted Flow Loading
1 7 Sludge Site Area(acres)= 32.2 WWTF Influent BOD(mg/I) 271.5607.3 289.1 x
18 Sludge Site Life(yrs� WWTF Influent TSS(mg/1) 249 - 2000.0 952.2 x
19 Age of Sludge Site(yrs)= WWTF Influent NH3(mg/1) 181.8 86.6
20 WWTF Influent Total N(mg/1)
21 Pass-Through Loading Calculations WWTF Influent Total P(mg/I)
Minimum Pass-
Plant Removal Rate NPDES Loading Stream Standard Stream Standard Stream Standard Design Criteria Loading Thru Loading Minimum Pass-
23 Pollutant NPDES LIMIT(mg/I) (%) Removal rate Source (lbs/day) (mg/I) Source Loading(lbs/day) (lbs/day) (lbs/day) Thru Basis
24 BOD 15 1 97.53 DMR 651 611 611 Design
25 TSS 30l 98.5 DMR 2,144 561 561 Design
26 Ammonia 6 96.7 DMR 195 195 NPDES
,
w
27 Arsenic 45 LIT>50%BDL 0.05 aquatic life 6.9514 6.9514 Stream Std
.
28 Cadmium 67 LIT>50%BDL 0.002 aquatic life 0.4634 0.4634 Stream Std
29 Chromium 82 •LIT>50%BDL 0.05 aquatic life 21.2405 21.2405 Stream Std
30 Copper 71.6 STMP 0.007 aquatic life 1.8847 1.8847 Stream Std
31 Cyanide 0 STMP-RR 0.005 aquatic life 0.3823 0.3823 Stream Std
32 Lead 61LIT>50%BDL 0.025 aquatic life 4.9016 4.9016 Stream Std
33 Mercury 88.8 ,STMP 0.000012_aquatic life 0.00819 0.00819 Stream Std
34 Molybdenum 33 LIT>50%BDL
35 Nickel 0 STMP-RR 0.088 aquatic life 6.7290 6.7290 Stream Std
36 Selenium 50 LIT>50%BDL 0.005 aquatic life 0.7647 0.7647 Stream Std
37 Silver 75 LIT>50%BDL 0.00006 aquatic life 0.0184, 0.0184 Stream Std
38 Zinc 53.7 ,STMP 0.05 aquatic life 8.2576 8.2576 Stream Std
39 Total Nitrogen _
40 Total Phos.
41 c
42 d
43 e _
44 f
45 It
46 h
47 I
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008 1

Workbook Name: HWAATClevelandstmp 18.xlsx•f Worksheet Name: HWA Page of 5
Printed 10/1/2018, 10:51 AM
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/I)
50 Average Anaerobic Digester NH3(mg/I)
51 Inhibition Loading Calculations only enter when have ANAEROBIC digester
Minimum
A.S./Nit,/T.F. A.S./Nil,/T.F. Digestor Inhibition Digestor Inhibition Minimum
Primary Removal Primary Removal A.S./Nit,/T.F.Inhibition Inhibition Inhibition Loading Concentration Inhibition Conc. Digestor Inhibition Loading Inhibition
52 Pollutant Rate (%) Rate Source Concentration(mg/I) Concentration Source (lbs/day) (mg/I) Source Loading(lbs/day) (lbs/day) Loading Source
53 BOD ` . -
54 TSS
55 Ammonia 480 Lit AS 514.6114 514.61 AS/Nit/TF inhit
56 Arsenic 0.1 Lit AS 0.1072 0.1072 AS/Nit/TF inhit
57 Cadmium I Lit AS 1.0721 1.0721 AS/Nit/TF inhit
58 Chromium 0.394 Lit Nit 0.4224' 0.4224 AS/Nit/TF inhit
59 Copper 0.48 Lit Nit 0.5146 0.5146 AS/Nit/TF inhit
60 Cyanide 0.1 Lit AS 0.1072 0. 1072 AS/Nit/TF inhit
61 Lead 0.5 Lit Nit 0.5361 0.5361 AS/Nit/TF inhil
_
62 Mercury 0.1 Lit AS 0.1072 0.1072 AS/Nit/TF inhit
63 Molybdenum _
64 Nickel 0.25 Lit Nit 0.2680 0.2680 AS/Nit/TF inhit
65 Selenium
66 Silver 0.25 Lit AS 0.2680 0.2680 AS/Nit/TF inhil
67 Zinc I Lit AS 1.0721 1.0721 AS/Nit/TF inhit
68 Total Nitrogen
-469 Total Phos.
70 c _
71 d
72 e
73 f
74 5
75 h .
76 1
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

Workbook Name: HWAATClevelandstm 18.xlsx; Worksheet Name: HWA Page 3 of 5
P Printed 10/1/2018, 10:51 AM
A I B I C1 D 1 E I F I G I H I I I J 1 K
77
78 Sludge Loading Calculations
Sludge Ceiling Cumulative Sludge Cumulative Sludge Class A Limits Class A Limits Class A Limits Mon. Minimum Minimum
Concentration Limit Sludge Ceiling Load Sludge Ceiling Load Rate Limit Loading Monthly Average Monthly Avg. Avg.Load. -HASL Sludge Loading Sludge Loading
79 Pollutant (mg/kg) (lbs/day) -HASL Cala-(lbs/day) (lbs/(acre*life)) (lbs/day) Rate Limit(mg/kg) Loading(lbs/day) Cale.-(lbs/day) (lbs/day) Sorce
80 BOD
81 TSS
82 Ammonia
83 Arsenic 75 4.9052 36 41 4.9052 Sludge Ceiling
84 Cadmium 85 3.7338 34 39 3.7338 Sludge Ceiling
85 Chromium
86 Copper 4300 176.7526 1338 1500 176.7526 Sludge Ceiling
87 Cyanide
88 Lead 840 40.5284 267 300 40.5284 Sludge Ceiling
89 Mercury 57 1.8892 15 17 1.8892 Sludge Ceiling
90 Molybdenum 75 6.6889 6.6889 Sludge Ceiling
91 Nickel 420 #DIV/01 374 420 4DIV/0! #DIV/01
92 Selenium 100 5.8863 89 100 5.8863 Sludge Ceiling
93 Silver
94 Zinc 7500 411.0525 2498 2800 41 1.0525_Sludge Ceiling
95 Total Nitrogen
96 Total Phos.
97 c
98 d
99 e
100 f
101 g
102
1031
104
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

- Workbook Name: HWAATClevelandstmpl Worksheet Name: HWA Page 4 of 5
P Printed 10/1/2018, 10:51 AM
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
Maximum Allowable
Minimum Pass Through Minimum Inhibition Minimum Inhibition Minimum Sludge Minimum Sludge Headworks Loading Maximum Allowable Headworks
1 06 Loading(lbs/day) Pass Through Source Loading(lbs/day) Loading Source Loading(lbs/day) Loading Soren (lbs/day) Loading Source
107 BOD 611.4 Design 611.4 Design
108 TSS 560.7 Design 560.7 Design
109 Ammonia 194.9 NPDES 514.6114 AS/Nit/TF inhibition 194.9 NPDES
1 10 Arsenic 6.9514 Stream Std 0.1072 AS/Nit/TF inhibition 4.9052 Sludge Ceiling 0.1072 AS/Nit/TF inhibition
1 1 1 Cadmium 0.4634 Stream Std 1.0721 AS/Nit/TF inhibition 3.7338 Sludge Ceiling 0.4634 Stream SW
1 12 Chromium 21.2405 Stream Std 0.4224 AS/Nit/TF inhibition 0.4224 AS/Nit/TF inhibition
1 13 Copper 1.8847 Stream Std 0.5146 AS/Nit/TF inhibition 176.7526 Sludge Ceiling 0.5146 AS/Nit/TF inhibition
1 14 Cyanide 0.3823 Stream Std 0.1072 AS/Nit/TF inhibition 0.1072 AS/Nit/TF inhibition
1 15 Lead 4.9016 Stream Std 0.5361 AS/Nit/TF inhibition 40.5284 Sludge Ceiling 0.5361 AS/Nit/TF inhibition
1 16 Mercury 0.00819 Stream Std 0.1072 AS/Nit/TF inhibition 1.8892 Sludge Ceiling 0.00819 Stream Std
1 17 Molybdenum 6.6889 Sludge Ceiling 6.6889 Sludge Ceiling
1 18 Nickel 6.7290 Stream Std 0.2680 AS/Nit/TF inhibition #DIV/0! #DIV/0! #DIV/0! #DIV/0!
119 Selenium 0.7647 Stream Std 5.8863 Sludge Ceding 0.7647 Stream Std
120 Silver 0.0184 Stream Std 0.2680 AS/Nit/TFinhibition 0.0184 Stream Std
121 Zinc 8.2576 Stream Std 1.0721 AS/NiVTF inhibition 411.0525 Sludge Ceiling 1.0721 AS/Nit/TF inhibition
122 Total Nitrogen
123 Total Phos.
124 c
125 d
126 e
127 f
128 g
129 h
1301
131
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

Workbook Name: HWAATClevelandstmpl Worksheet Name: HWA Page of 5
P r Printed 10/1/2018, 10:55 1 AM
A I B I C I D I E I F I G I H I I I J I K
132
133 Maximum Allowable Industrial Loadings Calculations
Maximum
Maximum Allowable Allowable
Headworks loading Check to Use HASL Uncontrollable Uncontrollable Uncontrollable Industrial Load Design vs.Pass-Thru
1 34 Pollutant (lbs/day) MAHL Basis Calcs (x) Concentration(mg/I) Source Load(lbs/day) (lbs/day) Warning
135 BOD 611.3637 Design 335 142.7683 468.5954
1 36 TSS 560.6982 Design 633 269.7681 290.9301
137 Ammonia 194.9285 NPDES A 38.5, 16.4077 178.5208
138 Arsenic 0.1072 AS/Nit/TF inhibition 0.002_ 0.0009 0.1064
139 Cadmium 0.4634 Stream Std 0.0028 0.0012 0.4622
140 Chromium 0.4224 AS/Nit/TF inhibition N/A r 0.0033 0.0014 0.4210
141 Copper 0.5146 AS/Nit/TF inhibition 0.033 0.0141 0.5005
142 Cyanide 0.1072 AS/Nit/TF inhibition N/A 0.0033W 0.0014 0.1058
143 Lead 0.5361 AS/Nit/TF inhibitions 0.002 0.0009 0.5352
144 Mercury 0.00819 Stream Std 0.00043, 0.00018 0.00801
145 Molybdenum 6.6889 Sludge Ceiling 0.7862 0,3351 6.3539
146 Nickel #DIV/0! #DIV/0! 0.0012 0.0005 #DIV/0!
147 Selenium 0.7647 Stream Std 0.005 0.0021 0.7625
148 Siler 0.0184 Stream Std N/A 0,0013 0.0006 0.0178
149 Zinc 1.0721 AS/Nit/TF inhibition ` 0.0602 0.0257 1.0465
1 50 Total Nitrogen
r
1 51 Total Phos.
152 c
153 d
1 54 e
155 f
156g
157 h
1581
Modeled after:Chapter 5-HWA Guidance,Appendix 5-A
Revision Date: February 2008

• Daimler Data Summary Spreadsheet 1718 HWA.xls
Sample Location: I FLOW BOD AMMONIA
Used in Calculated Used in Calculated Used in Calculated
Sample Date [ MGD I m 1 Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet
0.0517 167;x' 167 72.01 151 151 65.11 17 17 7.33
I Instructions:
2/8/2017 1) Data 0.04211 ..., 180 186 65.31 248 248 87.08 32 32 11.24
3/9/2017 entered only in 0.0568 19 195 92.37 149 149 70.58 28 28 13.26
Heavy Bordered �.. �..
4/6/2017 cells. Rest of 0.061 181 181 92.08 3110 310 157.71 23 23 11.70
5/10/2017 workprotectedsheet is 0.0649 202 202 109.34 101 101 54.67 27.6 27.6 14.94
, -- 1.. ....,. ,....R, _
6/7/2017 password is"2". 0.0758 135 135 85.34 I38' 138 87.24 < 0.1 0.05 0.03
I ^.
7/12/2017 2) For below 0.1203 61.3 61.3 61.50 64 64 64.21 8.3 8.3 8.33
detection data,
0.0969 95.3 95 3_ 77.02 2432
43 196.38 15.7 15.7 12.69
8/3/20171 enter"<"in"<^ .
9/14/2017 column,and 0.0858 90 90 64.40 141, 141 100.90 17.6 17.6 12.59
enter detection
10/11/2017 level in Influent 0.128 300 200 213.50 215 215 229.52 10.6.' 10.6 11.32
11/2/2017 or Effluent mg/I 0.0507 364 264 111.63 202 202 85.41 19.2 19.2 8.12
columns. ""
12/7/2017 Spreadsheet will 0.071 � 176 176 104.22 161 161 95.33 25 25 14.80
2/15/2017 auto-matically 0.0571 134 134 63.81 122 4 122 4 58.29 20.72 20.72 9.87
calculate
8/2/2017 averages and 0.128 75.3 75.3 80.38 T 95 95 101.41 11.2 11.2 11.96
removal rates
Jan using 1/2 value 0.0466 313,, 313 121.65 297 297 115.43 27.3 27.3 10.61
Feb entered. 0.05 237 237 98.83 269 269 112.17 25.1 25.1 10.47
March
.tee -
April '
.rte
May 0.0929 81'' 81 62.76 168' 168 130.16 21.1 21.1 16.35
Jume 0.1047 131.00 87.00 20.3 20.3 17.73
r=
7/1/2018 0.0876 225 225 164.38 128 128 93.51 19.5 19.5 14.25
' 1,1101T. l 1M IIP
IMME
.______L ,
m
Column Averages=> 0.07747 ( 167.66 I 98.50 177.91 104.85 19.44 I 11.45
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 1 of 7 pages
10/1/2018, 10:51 AM
Revision:August 1999

• Daimler Data Summary Spreadsheet 1718 HWA.xls
Sample Location: FLOW ARSENIC CADMIUM CHROMIUM
Used in Calculated Used in Calculated Used in Calculated
Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet 0.0517 < 0.01 0.005 0.0022` < 0.001 0.0005 0.0002 0.01 0.01 0.0043
1 Instructions:
2/8/2017 1) Data 0.0421 < 0.01 0.005 0.0018 < 0.001 0.0005 0.0002 < 0.005 0.0025 0.0009
entered only in
3/9/2017 0.0568 < 0.01 0.005 0.0024 < 0.001 0.0005 0.0002 < 0.005 0.0025 0.0012
Heavy Bordered
4/6/2017 cells. Rest of 0.061 < 0.01 0.005 0.0025 < 0.001 0.000A 0.0003 < 0.005 0.0025 0.0013
5/10/2017 worksheetprotectedis 0.0649 < 0.01 0.005 0.0027 < 0.001 0.0004' 0.0003 < 0.005 0.0025 0.0014
6/7/2017 password is"2". 0.0758 < 0.01 0.005 0.0032 < 0.001 0.0005 0.0003 < 0.005 0.0025 0.0016
7/12/2017 2) For below 0.1203 < 0.01 0.005 0.0050 < 0.001 0.0005 0.0005 < 0.005 0.0025 0.0025
8/3/2017 detection data, 0.0969 < 0.01 0.005 0.0040 < 0.001 0.0005 0.0004 < 0.005 0.0025 0.0020
I enter"<"in"<"
9/14/2017 column,and 0.0858 < 0.01 0.005 0.0036 < 0.001 0.0005 0.0004 < 0.005 0.0025 0.0018
10/11/2017 entlevel er indetectInfluenton 0.128 < 0.01 0.005 0.0053 < 0.001 0.0005 0.0005 0.006 0.006 0.0064
11/2/2017 or Effluent mg/I 0.0507 < 0.01 0.005 0.0021 < 0.001 0.0005 0.0002 0.006 0.006 0.0025
columns.
12/7/2017 Spreadsheet will 0.071 < 0.01 0.005 0.0030 < 0.001 0.0005 0.0003 < 0.005 0.0025 0.0015
2/15/2017 auto-maritally 0.0571 < 0.005. 0.0025 0.0012 < 0.001 0.0005 0.0002 < 0.002 0.001 0.0005
calculate
8/2/2017 averages and 0.128 < 0.005 0.0025 0.0027 0.0018 0.0018 0.0019 < 0.002 0.001 0.0011
removal rates
Jan using 1/2 value 0.0466 < 0.01 0.005 0.0019 < 0.001 0.0005 0.0002 < 0.005 0.0025 0.0010
Feb entered. 0.05 < 0.01 0.005 0.0021 < 0.001 0.0005 0.0002 < 0.005 0.0025 0.0010
March
April
May 0.0929 < 0.01 0.005 0.0039 < 0.001 0.0005 0.0004 < 0.005 0.0025 0.0019
Jume 0.1047 < 0.01' 0.005 0.0044
7/1/2018 0.0876 < 0.01 0.005 0.0037 < 0.001 0.0005 0.0004 < 0.005 0.0025 0.0018
1
. �� _
Column Averages=> 0.07747 0.0047 0.0030 0.0006 1 0.0004 0.0031 0.0019
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 2 of 7 pages
10/1/2018, 10:51 AM
Revision:August 1999

• Daimler Data Summary Spreadsheet 1718 HWA.xis
Sample Location: FLOW COPPER CYANIDE LEAD
Used in Calculated Used in Calculated Used in Calculated
Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet 0.0517 0.21 0.21 0.0905 < 0.008 0.004 < 0.005
Instructions:
2/8/20171 1) Data 0.0421 0.087 0.087 0.0305 < 0.008 0.004 0.0014 0 < 0.005 0.0025 0.0009
3/9/2017 entered only in 0.0568 0.082 0.082 0.0388 < 0.008 0.004 0.0019 < 0.005 0.0025 0.0012
Heavy Bordered
4/6/2017 cells. Rest of 0.061 0.08 0.08 0.0407 < 0.008 0.004 0.0020 < 0.005 0.0025 0.0013
5/10/2017 worksheetprotectedis 0.0649 0.08 0.08 0.0433 < 0.008 0.004 0.0022 < 0.005 0.0025 0.0014
6/7/2017 Password is"2". 0.0758 0.0629 0.0629 0.0398 < 0.008 0.004 0.0025 < 0.005 0.0025 0.0016
7/12/2017 2) For below 0.1203 0.05 0.05 0.0502 < 0.008 0.004 0.0040 < 0.005 0.0025 0.0025
detection data,
8/3/2017 enter"<"in"<^ 0.0969 0.06 0.06 0.0485 < 0.008 0.004 0.0032 < 0.005_ 0.0025 0.0020
9/14/2017 column,and 0.0858 0.07 0.07 0.0501 < 0.008 0.004 0.0029 < 0.005 0.0025 0.0018
10/11/2017 enterlevel in detection Influent 0.128 0.08 0.08 0.0854 < 0.008 0.004 0.0043 < 0.005 0.0025 0.0027
11/2/2017 or Effluent mg/1 0.0507 0.047 0.047 0.0199 < 0.008 0.004 0.0017 < 0.005 0.0025 0.0011
columns.
12/7/2017 Spreadsheet will 0.071 0.041 0.041 0.0243 < 0.008 0.004 0.0024 < 0.005 0.0025 0.0015
2/15/2017 auto-matically
calculate 0.0571 0.11 0.11 0.0524 < 0.005 0.0025 0.0012 0.0054 0.0054 0.0026
8/2/2017 averages and 0.128 < 0.05 0.025 0.0267 < 0.005 0.0025 0.0027 0.0039 0.0039 0.0042
removal rates
Jan using 1/2 value 0.0466 0.09 0.09 0.0350 < 0.008 0.004 0.0016 < 0.005 0.0025 0.0010
•
Feb entered. 0.05 0.042 0.042 0.0175 < 0.008 0.004 0.0017 < 0.005 0.0025 0.0010
March
4
April 1
May 0.0929 0.033 0.033 0.0256 < 0.008 0.004 0.0031 < 0.005 0.0025 0.0019
Jume _0.1047 0.072 0.072 0.0629
7/1/2018 0.0876 0.043 0.043 0.0314 < 0.008 0.004 0.0029 < 0.005 0.0025 0.0018
Column Averages=> 0.07747 I 0.0718 0.0428 0.0038 1 0.0024 0.0028 0.0018
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 3 of 7 pages
10/1/2018, 10:51 AM
Revision:August 1999

Daimler Data Summary Spreadsheet 1718 HWA.xls
Sample Location: FLOW (MERCURY MOLYBDENUM NICKEL
Used in Calculated Used in Calculated Used in Calculated
Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet 0.0517 < 0.0002 0.0001 0.00004 0.01 0.01 0.0043 0.01 0.01 0.0043
Instructions:
2/8/2017 1) Data 0.0421 < 0.0002 0.0001 0.00004 0' 0 0.0000 0.005 0.005
3/9/2017 entered only in 0.0568 < 0.0002 0.0001 0.00005 < 0.005 0.0025 0.0012 < 0.005 0.0025 0.0012
Heavy Bordered
4/6/2017 cells. Rest of 0.061 < 0.0002 0.0001 0.00005 < 0.005 0.0025 0.0013 < 0.005 0.0025 0.0013
5/10/2017 worksheet is 0.0649 < 0.0002 0.0001 0.00005 < 0.005 0.0025 0.0014 0.005 0.005 0.0027
protected,
6/7/2017 password is"2". 0.0758 < 0.0002 0.0001 0.00006 < 0.005 0.0025 0.0016 0.005 0.005 0.0032
7/12/2017, 2) For below 0.1203 < 0.0002 0.0001 0.00010 < 0.005 0.0025 0.0025 < 0.005 0.0025 0.0025
d
ion d
8/3/2017etect
ata, 0.0969 < 0.0002 0.0001 0.00008 < 0.005 0.0025 0.0020 < 0.005 0.0025 0.0020
I enter"<"in"<" -
9/14/2017 column,and 0.0858 < 0.0002 0.0001 0.00007 < 0.005 0.0025 0.0018 < 0.005 0.0025 0.0018
10/11/2017 enter in detectionInfluent 0.128 < 0.0002 0.0001 0.00011 < 0.005 0.0025 0.0027 0.005 0.005 0.0053
level
11/2/2017 or Effluent m9/1 0.0507 < 0.0002 0.0001 0.00004 < 0.005 0.0025 0.0011 0.005 0.005 0.0021
1 - columns.
• 12/7/2017 Spreadsheet will 0.071 < 0.0002 0.0001 0.00006 < 0.005 0.0025 0.0015 < 0.005 0.0025 0.0015
2/15/2017 auto-matically 0.0571 < 0.0002 0.0001 0.00005 0.00387` 0.0145 0.0145 0.0069
calculate
8/2/2017 averages and 0.128 < 0.0002 0.0001 0.00011 0.0059 0.0059 0.0063
removal rates
Jan using 1/2 value 0.0466 < 0.0002 0.0001 0.00004 < 0.005 0.0025 0.0010 0.008 0.008 0.0031
Feb entered. 0.05 < 0.0002 0.0001 0.00004 < 0.005 0.0025 0.0010 0.006 0.00,5 0.0025
March
April
May 0.0929 < 0.0002 0.0001 0.00008 < 0.005 0.0025 0.0019 < 0.005 0.0025 0.0019
Jume 0.1047 < 0.0002 0.0001 0.00009 < 0.005 0.0025 0.0022
7/1/2018 0.0876 < 0.0002 0.0001 0.00007 < 0.005 0.0025 0.0018 < 0.005 0.0025 0.0018
Column Averages=> 0.07747 0.00010 I 0.00006 0.0028 0.0017 0.0050 0.0030
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 4 of 7 pages
10/1/2018, 10:51 AM
Revision:August 1999

Daimler Data Summary Spreadsheet 1718 HWA.x!s
Sample Location: FLOW
Used in Calculated Used in Calculated Used in Calculated
Sample Date 1 MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet 0.0517 < 0.01 0.005 < 0.005 0.0025 0.0011 0.16 0.16 0.0690
I Instructions:
2/8/20171 1) Data 0.0421 <. 0.01 0.01 0.0035 < 0.005 0.0025 0.0009 0.2 0.2 0.0702
3/9/2017 entered only in 0.0568 < 0.01 0.005 0.0024 < 0.005 0.0025 0.0012 0.157 0.157 0.0744
I Heavy Bordered
4/6/2017 cells. Rest of 0.061 < 0.01 0.005 0.0025 < 0.005 0.0025 0.0013 0.26 0.26 0.1323
5/10/2017 worksheet is 0.0649 < 0.01 0.005 0.0027 < 0.005 0.0025 0.0014 0.17 0.17 0.0920
protected,
6/7/2017 password is"2". 0.0758 < 0.01 0.005 0.0032 < 0.005 0.0025 0.0016 0.16 0.16 9.1011
7/12/2017 2) For below 0.1203 < 0.01 0.005 0.0050 < 0.005 0.0025 0.0025 0.12 0.12 0.1204
8/3/2017 detection data, 0.0969 < 0.01 0.005 0.0040 < 0.005 0.0025 0.0020 0.13 0.13 0.1051
enter"<"in"<"
9/14/2017 column,and 0.0858 < 0,01 0.005 0.0036 < 0.005 0.0025 0.0018 0.18 0.18 0.1288
10/11/_017 enter vel in deIntection fluent 0.128 < 0.008 0.004 0.0043 < 0.008 0.004 0.0043 0.26 0.26 0.2776
le
11/2/2017 or Effluent mg/I 0.0507 < 0.008 0.004 0.0017 < 0.008 0.004 0.0017 0.16 0.16 0.0677
columns.
12/7/2017 Spreadsheet wit 0.071 < 0.008 0.004 0.0024 < 0.008 0.004 0.0024 0.16 0.16 0.0947
2/15/2017 auto-mcalculateatically 0.0571 < 0.005 0.0025 0.0012 < 0.0025 0.00125 0.0006 0.17 0.17 0.0810
8/2/2017 averages and 0.128 < 0.0025 0.00125 0.0013 0.126 0.126 0.1345
removal rates
Jan using 1/2 value 0.0466 < 0.008 0.004 0.0016 < 0.008 0.004 0.0016 0.26 0.26 0.1010
Feb entered. 0.05 < 0.008 0.004 0.0017 < 0.008 0.004 0.0017 0.24 0.24 0.1001
March
April
May 0.0929 < 0.01 0.005 0.0039 < 0.005 0.0025 0.0019 0.1 0.1 0.0775
Jume 0.1047 < 0.01 0.005 0.0044 0.13 0.13 0.1135
7/1/2018 0.0876 < 0.01 0.005 0.0037 < 0.005 0.0025 0.0018 0.09 0.09 0.0658
Column Averages=> 0.07747 0.0049 I 0.0030 0.0028 0.0017 0.1702 0.1056
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 5 of 7 pages
10/1/2018, 10:51 AM
Revision.August 1999

Daimler Data Summary Spreadsheet 1718 HWA.xls
ISam.le Location: FLOW OIL&GREASE Total I'hinhhiuu,
Used in Calculated Used in Calculated Used in Calculated
Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/2017 Spreadsheet 0.0517 1 12.4 12.4 5.3466
Instructions: 1
2/8/2017 1) Data 0.0421 24 24 8.4267
3/9/2017 entered only in 0.0568 28.5 28.5 13.5008
Heavy Bordered
4/6/2017 cells. Rest of 0.061 40.8 40.8 20.7566
5/10/2017
worksheet is 0.0649 16.5 16.5 8.9309
i protected,
6/7/2017 password is"2". 0.0758 5.5 5.5
7/12/2017 2) For below 0.1203 t 10.4 10.4 10.4343
' 8/3/2017 detection data, 0.0969 9.2 9.2 7.4349
I enter"<"in"<"
9/14/2017 column,and 0.0858 _ 5.4 5.4 3.8641
10/11/2017 enter detection 0.128 10.9 10.9 11.6360
level in Influent
11/2/2017 or Effluent mg/I 0.050720.4 20.4 8.6259
columns. 1
12/7/2017 Spreadsheet will 0.071 9 9 5.3293
2/15/2017 auto-maritally 0.0571 46.5r 46.5 22.1440
calculate , J �.
8/2/2017 averages and 0.128 "-
removal rates ` �+
-
Jan using 1/2 value 0.0466 72.6 72.6 28.2156
Feb entered. 0.05 15.3 15.3 6.3801
March
April
May 0.0929 10.2 10.2 7.9028
Jume 0.1047 5.4 5.4 4.7153
7/1/2018 0.0876
Column Averages=> 0.07747 20.1765 10.8527
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 6 of 7 pages
10/1/2018, 10:51 AM
Revision:August 1999

• Daimler Data Summary Spreadsheet 1718 HWA.xls
•
Sample Location: FLOW Conduct i\il)
Used in Calculated Used in Calculated Used in Calculated
Sample Date MGD mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
1/5/201f Spreadsheet 0.0517
• Instructions:
2/8/2017 1) Data 0.0421
3/9/2017 entered only in 0.0568
, Heavy Bordered
4/6/2017 cells. Rest of 0.061
5/10/2017
worksheet is 0.0649
protected,
6/7/2017 password is"2". 0.0758
7/12/2017 2) For below 0.1203
8/3/2017
detection data,
0.0969
enter"<"in"<"
9/14/2017 column,and 0.0858
10/11/2017 enter detection 0 128
level in Influent
11/2/2017 or Effluent mg/I 0.0507
columns.
12/7/2017 Spreadsheet will 0.071
7/15/2017 auto-matically ,
calculate 0.0571
8/2/2017 averages and 0.128
removal rates
Jan using 1/2 value 0.0466
Feb entered. 0.05
March
April
May 0.0929
Jume 0.1047
7/1/2018 0.0876
Column Averages=> 0.07747
Daimler Data Summary Spreadsheet 1718 HWA.xls
data summary
Page 7 of 7 pages
10/1/2018, 10.51 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
a
i FLOW BOD TSS AMMONIA
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
1
2 HWY 70 PS 10/4 0.0194 19,400 113 18.28 80 12.94 26.21 4.2407
3 Johnstone PS 8/1 0.003 3,000 23.9 0.60 27.3 0.68 4.93 0.1233
4 Amity Hill PS 2/16 0.005 5,000 540 22.52 87 3.63 59 2.4603
5 Bervard PS 7/25 0.0092 9,200 372 28.54 4620 354.48 40.6 3.1152
6
7
8
9
10 -
11
12
13
Sum of Industrial Loading(lbs/day)_> 0.0366 36600 69.9417 371.7380 9.9395
MGD gal/day mg/I lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)_> I-----
UncontrollableI-----
Uncontrollable Load from Mass Bal(lbs/day)_>_ #VALUE! #VALUE! #VALUE!
Uncontrollable Concen. from Mass Bal(mg/L)=> I #VALUE! I I #VALUE! I I #VALUE! I
Uncont.from Uncont. Sampling(mg/L+lbs/day)_> I IJi
I
Uncontrollable Concen. From Literature(mg/L)=>
I 2501 I 2501 I 251
Uncontrollable conc.to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Choose"Uncontrollable Concentration to be used in HWA" (row 31) from Unco
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.
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 1 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 2 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
N FLOW ARSENIC CADMIUM CHROMIUM
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe 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
1
2 HWY 70 PS 10/4 0.0194 19,400 0.00125 0.0002 0.0005 0.0001 0.003 0.0005
3 Johnstone PS 8/1 0.003 3,000 0.0025 0.0001 0.0005 0.0000 0.004 0.0001
4 Amity Hill PS 2/16 0.005 5,000 0.0025 0.0001 0.001 0.0000 0.0025 0.0001
11.
5 Bervard PS 7/25 0.0092 9,200 0.0025 0.0002 0.001 0.0001 0.0025 0.0002
6
7
8
9
10 1
11
12
13
Sum of Industrial Loading(lbs/day)_> 0.0366 36600 t 0.0006 0.0002 0.0009
MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_> I I 1---_
Uncontrollable Load from Mass Bal(lbs/day)_> -0.0366 #VALUE! #VALUE! #VALUE!
Uncontrollable Concen.from Mass Bal(mg/L)=> ( #VALUE! I I #VALUE! I l#VALUE11
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I
Uncontrollable Concen. From Literature(mg/L)_> ( 0.0031 I 0.0031 I 0.05
Uncontrollable conc.to be used in HWA(mg/L)=>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, .ntrollable Choose"Uncontrollable Concentration to be used in
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). Doc
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 3 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 4 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW COPPER CYANIDE LEAD
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe 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
1
2 HWY 70 PS 10/4 0.0194 19,400 0.052 0.0084 0.0025 0.0004 0.00125 0.0002
3 Johnstone PS 8/1 0.003 3,000 0.01• 0.0003 0.0025 0.0001 0.00125 0.0000
4 Amity Hill PS 2/16 0.005 5,000 0.047 0.0020 0.0025 0.0001 0.0025 0.0001
5 Bervard PS 7/25 0.0092 9,200 0.044 0.0034 0.0025 0.0002 0.001 0.0001
_ I I& MMI
6
7
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0.0366 36600 r 0.0140 0.0008 0.0004
MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_>
I I ' II '
Uncontrollable Load from Mass Bal(lbs/day)=> -0.0366 #VALUE! #VALUE! #VALUE!
Uncontrollable Concen.from Mass Bal(mg/L)=> #VALUE! I I #VALUE! I I #VALUE! I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> l
Uncontrollable Concen. From Literature(mg/L)_> I 0.061 I I 0.0411 I 0.049J
Uncontrollable conc.to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, HWA" (row 31) from Uncontrollable Choose "Uncontrollable
password is"2". Concentration From "N
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. :ument reasons. "Semolina"(row 27),o
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 5 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 6 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
• FLOW MERCURY MOLYBDENUM NICKEL
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/1 lbs/day mg/I lbs/day
1
2 HWY 70 PS 10/4 0.0194 19,400 0.0011 0.00018 0.00125 0.0002 0.005 0.0008
/
3 Johnstone PS 8/1 0.003 3,000 0.0001 0.00000 3.3 0.0826 0.003 0.0001
4 Amity Hill PS 2/16 0.005 5,000 0.0004 0.00002 0.0025 0.0001 0.0025 0.0001
5 Bervard PS 7/25 0.0092 9,200 0.0001 0.00001 0.0025 0.0002 0.004 0.0003
6
.
7
8 -
9
10 -
11 _
12
13 \
Sum of Industrial Loading(lbs/day)_> 0.0366 36600 0.00020 0.0831 0.0013
MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_> I_______I J J____
Uncontrollable Load from Mass Bal(lbs/day)=> -0.0366 #VALUE! #VALUE! #VALUE!
Uncontrollable Concen. from Mass Bal(mg/L)_> I #VALUE! I I #VALUE! 1 1 #VALUE! I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I I I J II
Uncontrollable Concen. From Literature(mg/L)=> I 0.00031I I I 0.0211
Uncontrollable conc. to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Concentration to be used in HWA" (row 31) from Uncontrollable
password is"2". lass Balance"(row 25),
• 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. '"Literature" (row 29). Document reasons.
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 7 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 8 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
N FLOW SELENIUM SILVER ZINC
INDUSTRY Industry Average Discharge Average Discharge Average Discharge _ Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
1
2 HWY 70 PS 10/4 0.0194 19,400 0.0025 0.0004 0.00125 0.0002 0.108 0.0175
3 Johnstone PS 8/1 0.003 3,000 0.0025 0.0001 0.00125 0.0000 0.036 0.0009
4 Amity Hill PS 2/16 0.005 5,000 0.0025 0.0001 0.0025 0.0001 0.114 0.0048
5 Bervard PS 7/25 0.0092 9,200 0.0025 0.0002 0.001 0.0001 0.107 0.0082
6
I7
I I
9
-10
11 _
12
—
13 �
Sum of Industrial Loading(lbs/day)=> 0.03661 36600 L 0.0008 0.0004 0.0313
MGD gal/day mg/I lbs/day mg/1 lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_>' I 1_____1
Uncontrollable Load from Mass Bal(lbs/day)_> -0.0366 #VALUE! #VALUE! #VALUE!
Uncontrollable Concen. from Mass Bal(mg/L)=> ( #VALUE! I I #VALUE! I I #VALUE! '
Uncont. from Uncont. Sampling(mg/L+lbs/day)
=>
I
Uncontrollable Concen. From Literature(mg/L)_> I I I 0.005,
1 0.1751
Uncontrollable conc.to be used in HWA(mg/L)_> II II L�
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Choose"Uncontrollable Concentration to be used in HWA" (row 31) from Unco
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.
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 9 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 10 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW Oil & Grease
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average 1
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc.
Count (please list alphabetically) number MGD gal/day mg/I lbs/day , mg/1 lbs/day mg/1
1
2 H W Y 70 PS 10/4 0.0194 19,400
3 Johnstone PS 8/1 0.003 3,000
4 Amity Hill PS 2/16 0.005 5,000
5 Bervard PS 7/25 0.0092 9,200
6
7 4
8
9
10
11
12 _
13
Sum of Industrial Loading(lbs/day)=> 0.03661 36600 .............7,-
MGD
IMGD gal/day mg/I lbs/day mg/I lbs/day mg/I
Avg Influent loading(lbs/day)=> -I I L_
Uncontrollable Load from Mass Bal(lbs/day)_> -0.0366
Uncontrollable Concen. from Mass Bal(mg/L)=> I I I I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I I J
i Uncontrollable Concen. From Literature(mg/L)=> L 501 I J I J
Uncontrollable conc. to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, ntrollable Choose"Uncontrollable Concentratior
password is"2". Concentration From "Mass Balance"
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Samolina" (row 271.or"Literature"
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 11 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 12 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW
INDUSTRY Industry Average Discharge Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day lbs/day mg/I lbs/day mg/I lbs/day
1
2 HWY 70 PS 10/4 0.0194 19,400
4
3 Johnstone PS 8/1 0.003 3,000
4 Amity Hill PS 2/16 0.005 5,000 _
5 Bervard PS 7/25 0.0092 9,200
6
7
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0.0366 36600
MGD gal/day lbs/day mg/I lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)_>
Uncontrollable Load from Mass Bal(lbs/day)_> -0.0366
Uncontrollable Concen. from Mass Bal(mg/L)_> I I I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_>
Uncontrollable Concen. From Literature(mg/L)_> I I I ,
Uncontrollable conc. to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, i to be used in HWA" (row 31) from Uncontrollable
password is"2". "row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. (row 29). Document reasons.
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 13 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
Uncontrollable mass PS data.xls
SIU.Uncont.Mass.Bal
Page 14 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
�� FLOW BOD TSS AMMONIA
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day _ mg/I lbs/day mg/I lbs/day mg/I lbs/day
1 DAIMLER 0.07747 77,470 167.66 108.33 177.91 114.95 19.44 12.5602
2 HWY70PS10/4
1Mffi l ' NM• 111.----elliMIMINII
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
- - 10
I
11
12 _
13
Sum of Industrial Loading(lbs/day)=> 0.0775 77470 108.3251 114.9476 12.5602
MGD gal/day mg/1 lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)=>I 0.128551 128,550L 234.141 251.021 358.71 384.561 271 28.9469
Uncontrollable Load from Mass Bal(lbs/day)=> 0.0511 142.6980 269.6172 16.3867
Uncontrollable Concen. from Mass Bal(mg/L)_> I 3351 I 6331 I 38.51
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> L 229 97.56 500 213.00 32.51 13.85
Uncontrollable Concen. From Literature(mg/L)=> I 250.1 L 2501 I 251
Uncontrollable conc. to be used in HWA(mg/L)_> 335 633 38.5
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Choose"Uncontrollable Concentration to be used in HWA" (row 31) from Unco
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.
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 1 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 2 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW ARSENIC CADMIUM CHROMIUM
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
1 DAIMLER 0.07747 77,470 0.005 0.0032 0.0005 0.0003 0.0025 0.0016
2 HWY 70 PS 10/4
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)_> 0.0775 77470 0.0032 I 0.0003 0.0016
MGD gal/day mg/I lbs/day mg/I lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)_> 0.12855 128,550 0.0022 0.0024 0.0014 0.0015 0.0028 0.0030
Uncontrollable Load from Mass Bal(lbs/day)=> 0.051 I -0.0009 0.0012 0.0014
Uncontrollable Concen. from Mass Bal(mg/L)=> I -0.00201 1 0.00281 I 0.00331
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I 0.00196 0.0008 0.000655 0.0003 0.00295 0.0013
Uncontrollable Concen. From Literature(mg/L)_> 0.0031 I 0.0031 T 0.051
Uncontrollable conc. to be used in HWA(mg/L)_> 0.003 0.0028 0.0096
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, .ntrollable Choose"Uncontrollable Concentration to be used in
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). Doc
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 3 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
SIU MASS BAL 1 71 8.xls
SIU.Uncont.Mass.Bal
Page 4 of 14 pages
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Revision: August 1999

SIU.Uncont.Mass.Bal
FLOW COPPER CYANIDE LEAD
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe 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
1 DAIMLER 0.07747 77,470 0.0718 0.0464 0.0038 0.0025 0.0028 0.0018
2 HWY70PS 10/4
,
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
�......,...0
10
II
12 _
13
Sum of Industrial Loading(lbs/day)_> 0.0775 77470 0.0464 0.0025 1 0.0018)
MGD gal/day mg/I lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)_> 0.12855 128,5501 0.05631 0.06041 0.00361 0.00391 0.00251 0.0027
Uncontrollable Load from Mass Bal(lbs/day)_> 0.0511 0.0140 0.0014 0.0009
Uncontrollable Concen.from Mass Bal(mg/L)=> I 0.03281 I 0.00331 I 0.00201
Uncont.from Uncont. Sampling(mg/L+lbs/day)_> I 0.0459 0.0196 0.00262 0.0011 0.0013 0.0006
Uncontrollable Concen.From Literature(mg/L)_> ( 0.0611I 0.0411 I 0.0491
Uncontrollable conc. to be used in HWA(mg/L)=> 0.0459 0.0033 0.002
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, HWA" (row 31) from Uncontrollable Choose "Uncontrollable
password is"2° Concentration From "b
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E, page 5. :ument reasons. "Sampling"(row 27),o
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 5 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bai
• I I I
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 6 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW MERCURY MOLYBDENUM NICKEL
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe 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
1 DAIMLER 0.07747 77,470 0.0001 0.00006 0.0028 0.0018 0.005 0.0032
2 HWY70PS10/4
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
10 - -- -
11
12
13
Sum of Industrial Loading(lbs/day)_> 0.07751 77470 I 0.00006 0.0018 0.0032
MGD gal/day mg/1 lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)=> 0.128551 128,5501 0.000231 0.000251 0.31411 0.33671. 0.00351 0.0038
Uncontrollable Load from Mass Bal(lbs/day)=> 0.0511 0.00018 0.3349 0.0005
Uncontrollable Concen. from Mass Bal(mg/L)_> I 0.000431 I 0.78621 1 0.00121
Uncont.from Uncont. Sampling(mg/L+lbs/day)_> I 0.000655 0.0003 0.2723 0.1160 0.0043E.
.0043 0.0018
Uncontrollable Concen. From Literature(mg/L)_> I 0.00031 I I I 0.0211
Uncontrollable conc. to be used in HWA(mg/L)_> 0.00043 0.7862 0.0012
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Concentration to be used in HWA" (row 31) from Uncontrollable
password is"2". lass Balance" (row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. '"Literature"(row 29). Document reasons.
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 7 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
.
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 8 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW SELENIUM SILVER ZINC
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day _ mg/I lbs/day mg/1 lbs/day mg/I lbs/day
1 DAIMLER 0.07747 77,470 0.0049 0.0032 0.0028 0.0018 0.1702 0.1100
2 HWY70PS 10/4 _
3 Johnstone PS 8/1
4 Amity Hill PS 2/16 _
5 Bervard PS 7/25
6
7
8
9
10
11
12 _
13
Sum of Industrial Loading(lbs/day)=> 0.0775 77470 0.0032 0.0018 0.1100
MGD gal/day , mg/I lbs/day mg/1 lbs/day mg/I lbs/day
1 Avg Influent loading(lbs/day)_> 0.12855 128,550 0.00251__L_).0027 0.00151 0.1265 0.1356
Uncontrollable Load from Mass Bal(lbs/day)=> 0.0511 -0.0005 -0.0002 0.0257
Uncontrollable Concen. from Mass Bal(mg/L)=> 1 -0.00111 I -0.00051 I 0.06021
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> ( 0.00262 0.0011 0.0013 0.0006 0.0013 0.0006
Uncontrollable Concen. From Literature(mg/L)=>
I I I 0.0051 I 0.1751
Uncontrollable conc.to be used in HWA(mg/L)_> 0.005 0.0013 0.0602
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, Choose"Uncontrollable Concentration to be used in HWA" (row 31) from Unco
password is"2". Concentration From "Mass Balance"(row 25),
1 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons.
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 9 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 10 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
FLOW Oil & Grease
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc.
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/I lbs/day mg/I
1 DAIMLER 0.07747 77,470 20.17 13.0318 _
2 HWY70PS10/4
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0.0775 77470 13.0318
MGD gal/day mg/I lbs/day mg/1 lbs/day mg/I
Avg Influent loading(lbs/day)_> 0.128551 128,5501 151 16.08161 I ! I
Uncontrollable Load from Mass Bal(lbs/day)_> 0.0511 3.0498
Uncontrollable Concen. from Mass Bal(mg/L)=> 7.15901 I I I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I I , J 1___I
Uncontrollable Concen. From Literature(mg/L)=>
1 501 I I J
Uncontrollable conc. to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, ntrollable Choose "Uncontrollable Concentratior
password is"2". Concentration From "Mass Balance",
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Samolina" (row 27).or"Literature"
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 11 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 12 of 14 pages
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Revision:August 1999

SIU.Uncont.Mass.Bal
• ����������������������������������������� FLOW
INDUSTRY Industry Average Discharge Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Load Conc. Load Conc. Load
Count (please list alphabetically) number MGD gal/day lbs/day mg/I lbs/day mg/I lbs/day
1 DAIMLER 0.07747 77,470 _
2 HWY70PS10/4
3 Johnstone PS 8/1
4 Amity Hill PS 2/16
5 Bervard PS 7/25
6
7
8
9
10
11
12 �r
13
Sum of Industrial Loading(lbs/day)=> 0.0775 77470
MGD gal/day lbs/day mg/I lbs/day mg/I lbs/day
Avg Influent loading(lbs/day)=>I 0.128551 128,550 �, I
Uncontrollable Load from Mass Bal(lbs/day)=> 0.0511
Uncontrollable Concen. from Mass Bal(mg/L)_> r I I I
Uncont. from Uncont. Sampling(mg/L+lbs/day)_> 1
Uncontrollable Concen. From Literature(mg/L)_> I I I I
Uncontrollable conc.to be used in HWA(mg/L)_>
Spreadsheet Instructions:
1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected, i to be used in HWA" (row 31)from Uncontrollable
password is"2". :row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. (row 291. Document reasons.
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 13 of 14 pages
10/1/2018, 10:53 AM
Revision:August 1999

SIU.Uncont.Mass.Bal
1
���..�. i
SIU MASS BAL 1718.xls
SIU.Uncont.Mass.Bal
Page 14 of 14 pages
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Revision:August 1999

f ESEaRcli Aral. Tical
�Y yy jj Y Report of Analysis
r a LABORATORIES, INC.
8/8/2018
For: Town of Cleveland 0,4'1G�;.• ••••••.T� `+,
3rd Creek Church Road .7'.4c• +4%4.1
'�a;
Cleveland, NC 27013 i ....i in
.tq NC q34 �yS •
Attn: Paul Landerjar I NC 837701
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�.:jt. :ala •• •
y,a11 51S c-1 a uy ,,f4`4,4 J�/FDjAKi-%0%s
Client Sample ID: Uncontrollable Lab Sample ID: 53895-01
Site: Town of Cleveland Collection Date: 7/25/2018 9:30
Parameter Method Result Units. Rep Limit Analyst Analysis Date/Time
Ammonia Nitrogen SM 4500 NH3 D-1997 40.6 mg/L 0.1 FK 8/1/2018
Arsenic,Total EPA 200.7 <0.005 mg/1_ 0.005 SK 7/31/2018
BOD-5 SM 5210 B-2001 372 mg/L 2 HW 7/26/2018 0952
Cadmium,Total EPA 200.7 <0.002 mg/L 0.002 SK 7/31/2018
Chromium,Total EPA 200.7 <0.005 mg/L 0.005 SK 7/31/2018
Copper,Total EPA 200.8 0.044 mg/L 0.002 KL 8/7/2018
Cyanide SM 4500 CN E-1999 <0.005 mg/L 0.005 EE 8/1/2018
Lead,Total EPA 200.8 <0.002 mg/L 0.002 KL 8/7/2018
Mercury,Total EPA 245,1 <0.0002 mg/L 0.0002 KL 7/26/2018
Molybdenum,Total EPA200.7 <0.005 mg/L 0.005 SK 7/31/2018
Nickel,Total EPA 200.8 0.004 mg/L 0.002 KL 8/7/2018
Selenium,Total EPA 200.7 <0.005 mg/L 0.005 SK 7/31/2018
Silver,Total EPA 200.8 <0.002 mg/L 0.002 KL 8/7/2018
Total Suspended Solids(TSS) SM 2540 D-1997 7 , 4.620 mg/L 5 SK 7/31/2018
Zinc,Total EPA 200,7 0.107 mg/L 0.01 SK 7/31/2018
NA=not analyzed
P.O. Box 473 106 Short Street Kernersvilte,North Carolina 27284 Tel:[phone] Fax:-336-996-0326 www.randalabs.com Page 1

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_
' RESEARCI & ANAL TkCAE Report of Analysis
LAbORATORIESp INC.
�': w.r• 2/26/2018
llllll
e
e `• & .. }`foo",Atit. ita it14 -0
For: Town of Cleveland :ee-,Q,. ,V, c-;.;.4..-;..01.4'.,:s ,tr
:
3rd Creek Church Road OiVe1/41/ w 'o�� 1'%':
a 0:o .
Cleveland, NC 27013 NC 1+34 Z;.
NC tt37701
•
Attn: Paul Land I ~+,,C ' �R CC? �;:
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11i/PIE DeAk4N\:�Se
I
Client Sample 10: Uncontrollable Lab Sample ID: 46758-01
Site: Town of Cleveland i Collection Date: 2/16/2018 7:10
-_1
Parameter Method Result i Units Rep Limit Analyst Analysis Date/Time
Ammonia Nitrogen SM 4500 NH3 D-1997 59.0Ing/L 0.1 MZ 2/22/2018
BOD-5 SM 5210 B-2001 540 'g/L 2 JF 2/16/2018 1625
Total Suspended Solids(TSS) SM 2540 D-1997 87.0 ung/L 5 AA 2/19/2018
Client Sample ID: Uncontrollable Lab Sample ID: 46758-02
Site: Town of Cleveland I Collection Date: 2/16/2018 7:15
Parameter Method Result (Units Rep Limit Analyst Analysis Date/Time I
Oil&Grease EPA 1664 B 65.4 7g/L 5 AW 2/21/20718—
I
Client Sample ID: Uncontrollable I Lab Sample ID: 46758-03
Site: Town of Cleveland -- I Collection Date: 2/16/2018 7:10 --- A
Parameter Method Result Units Rep Limit Analyst Analysis Date/Time
Arsenic,Total EPA 200.7 <0.005 rhg/L 0.005 SK 2/20/2018
I
Cadmium,Total EPA 200.7 <0.002 rig/L 0.002 SK 2/20/2018
1
Chromium,Total EPA 200.7 <0.005 , nig/L 0.005 SK 2/20/2018
Copper,Total EPA 200.7 0.047 mg/L 0.005 SK 2/20/2018
i
Cyanide SM 4500 CN E-1999 <0.005 nig/L 0.005 AA 2/22/2018
I
Lead,Total i EPA 200.7 <0.005 rig/L 0.005 SK 2/20/2018
I
l
Mercury,Total EPA 245.1 0.0004 mg/L 0.0002 KL 2/21/2018
I
Molybdenum,Total • EPA 200.7 <0.005 nig/L 0.005 SK 2/20/2018
P.O.Box 473 106 Short Street Kernetsville.North Carolina 27284 Tel:[phone] Fax:[phone] www randalabs.corn Page 1
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RESEARCh ANALYTICAL Report of Analysis
LAbORATORIES, INC. 2/26/2018
Client Sample ID: Uncontrollable i Lab Sample ID: 46758-03
Site: Town of Cleveland Collection Date: 2/16/2018 7:10
Parameter Method Result I Jnits Rep Limit Analyst Analysis Date/Time I
Nickel,Total EPA 200.7 <0.005 mg/L 0.005 SK 2/20/2018
Selenium,Total EPA 200.7 <0.005 mg/L 0.005 SK 2/20/2018
Silver.Total EPA 200.7 <0.005 fng/L 0.005 SK 2/20/2018
Zinc,Total EPA 200.7 0.114 'ng/L 0.01 SK 2/20/2018
NA=not onolyzed
P.O.l3ox 473 106 Short Street Kernersville,North Carolina 27284 Tel:[phone] Fpx:336-996-0326 www.randalabs.corn Paoe 2

Analytical Results .
Town of Cleveland f
PO Box 429 "
Cleveland, NC 27013
Receive Date: 08/01/2017 L
STATES` I ,T E
Reported: 09/05/2017 JANALYTICAL L TICL
For: Uncontrollable Johnstone STMP
Comments:
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
170801-12-01 Ammonia Nitrogen Uncontrollable 4.93 mg/L SM4500NH3E-1997 08/04/2017 CL
170801-12-01 Arsenic Uncontrollable i<0.005 mg/L SM3113B-2004 08/23/2017 MD
170801-12-01 BOD Uncontrollable 23.9 mg/L SM5210B-2001 08/02/2017 MD
170801-12-01 Cadmium Uncontrollable <0.001 mg/L SM31138-2004 08/18/2017 MD
170801-12-01 Chromium Uncontrollable 0.004 mg/L SM3113B-2004 08/24/2017 MD
170801-12-01 Copper Uncontrollable 0.01 mg/L SM31118-1999 08/15/2017 MD
170801-12-01 Cyanide(total) Uncontrollable <0.005 mg/L 10-204-00-1-x 08/02/2017 CL
170801-12-01 Lead Uncontrollable <0.0025 mg/L SM3113B-2004 08/14/2017 MD
170801-12-01 Mercury Uncontrollable <0.0002 mg/L SM3112B-2009 09/05/2017 MD
170801-12-01 Molybdenum Uncontrollable 3.30 ug/L EPA200.7 08/08/2017 ENCO
170801-12-01 Nickel Uncontrollable 0.003 mg/L SM3113B-2004 08/29/2017 MD
170801-12-01 pH Uncontrollable 11.86 Std. Units SM4500HB-2000 08/01/2017 TR
170801-12-01 Selenium Uncontrollable <0.005 mg/L SM311313-2004 09/01/2017 MD
170801-12-01 Silver Uncontrollable <0.0025 mg/L SM3113B-2004 08/29/2017 MD
170801-12-01 Temperature Uncontrollable 26.3 . deg C SM2550B-2000 08/01/2017 TR
i
170801-12-01 TSS Uncontrollable 27.333 mg/L sM2540o-1997 08/04/2017 WL
170801-12-01 Zinc Uncontrollable 0.036 mg/L SM3111B-1999 08/15/2017 MD
Respectfully submitted,
, .--NiVrO-.1- P
Dena Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of 4

Analytical Results - •�
y
tb
of
Town of Cleveland
PO Box 429 Ak ��t?Y avis� - — ?. I
Cleveland, NC 27013
Receive Date: 10/04/2017 ' ""
Reported: 11/20/2017
v�����1TT1��1TT�]��1TT((�''L�TT�
For: Uncontrollable Hwy 70 STMP ANALYTICAL
ll�l1L
Comments: Flow 19,389 gal
Sample Number Parameter Sample ID result Unit Method Analyzed Analyst
171004-18-01 Ammonia Nitrogen Uncontrollable 26.21 mg/L SM4500NH3E-1997 10/10/2017 MD
171004-18-01 Arsenic Uncontrollable <0.0025 mg/L SM3113B-2004 10/11/2017 MD
171004-18-01 BOD Uncontrollable 113 mg/L SM5210B-2001 10/05/2017 MD
171004-18-01 Cadmium Uncontrollable <0.001 mg/L sM3113B-2004 10/10/2017 MD
171004-18-01 Chromium Uncontrollable 0.003 mg/L SM3113B-2004 10/13/2017 MD
171004-18-01 Copper Uncontrollable 0.052 mg/L SM3111B-1999 10/20/2017 MD
171004-18-01 Cyanide(total) Uncontrollable <0.005 mg/L 10-204-00-1-x 10/11/2017 CL
171004-18-01 Lead Uncontrollable <0.0025 , mg/L SM3113B-2004 10/09/2017 MD
171004-18-01 Mercury Uncontrollable 0.0011 mg/L SM31128-2009 11/02/2017 MD
171004-18-01 Molybdenum Uncontrollable <2.50 ug/L EPA200.7 10/16/2017 ENCO
171004-18-01 Nickel Uncontrollable 0.0050 mg/L SM31138-2004 10/19/2017 MD
171004-18-01 pH Uncontrollable 7.96 Std. Units SM451"8-2000 10/04/2017 TR
171004-18-01 Selenium Uncontrollable <0.005 mg/L SM31138-2004 10/24/2017 MD
171004-18-01 Silver Uncontrollable <0.0025 mg/L SM3113B-2004 10/23/2017 MD
171004-18-01 Temperature Uncontrollable 17.2 deg C SM2550B-2000 10/04/2017 TR
171004-18-01 TSS Uncontrollable .80 mg/L SM2540D-1997 10/06/2017 WC
171004-18-01 Zinc Uncontrollable 0.108 mg/L SM31118-1999 10/17/2017 MD
Respectfully submitted,
Dena Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of 12

i
Analytical Results 1
1
Bio Green Services `
383 Potts Road
Advance, NC 27006
Receive Date: 05/23/2018 1 STATESVILLE
Reported: 06/29/2018 ANALYTICAL
For: CL Ray
Comments: l
i
I
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
180523-19-01 TCLP CLI See Attached 1l F4 Noted 05/25/2018 PACE
180523-19-02 Aluminum CL2 651-961 mg/kg SM31110-2011 06/05/2018 MD
180523-19-02 Ammonia Nitrogen CL2 2580.39 mg/kg sM4500NH38E-1987 06/01/2018 MD
180523-19-02 Arsenic-Solid CL2 5.88 1 mg/kg SM3113 5-2004 05/29/2018 MD
180523-19-02 Cadmium-Solid CL2 0.980 mg/kg sM31116-1990 06/06/2018 MD
180523-19-02 Calcium CL2 43382.4 I mg/kg SA431182011 06/05/2018 MD
t
180523-19-02 Lead-Solid CL2 1.274 i mg/kg SM31135 05/30/2018 MD
180523-19-02 Magnesium CL2 3520 1 mg/kg EPA200.7 06/05/2018 MD
180523-19-02 Mercury Solid CL2 0.706 # mg/kg SM3112s-201; 06/12/2018 MD
180523-19-02 Molybdenum-Solid CL2 7.35 $ mg/kg EPA200.7 06/05/2018 MD
180523-19-02 Nickel-Solid CL2 25.20 i mg/kg 5M3113 B 06/07/2018 MD
180523-19-02 Nitrate/Nitrite- CL2 <0.1 1 mg/kg 5M4s00FIA 06/07/2018 CL
Solids i
180523-19-02 Percent Solids CL2 2.04 1 % 5M25406-1997 05/24/2018 CL
180523-19-02 pH CL2 7.14 'Std. Units 5M45001-15.2011 05/23/2018 MD
180523-19-02 Potassium CL2 3090 mg/kg EPA200.7 06/01/2018 ENCO
180523-19-02 SAR CL2 0.29 % cakua,or 06/07/2018 CL
180523-19-02 Selenium Solid CL2 2.45 i mg/kg 5M31138 05/29/2018 MD
180523-19-02 Sodium-Solid CL2 1617.65 ,I mg/kg 5M3111 B 06/05/2018 MD
180523-19-02 T. Phosphorus Solid CL2 22060 11 mg/kg SM4500PE-2011 06/29/2018 CL
180523-19-02 TKN CL2 54902 mg/kg sM4soamorg 8-2011 05/30/2018 CL
180523-19-02 Zinc-Solid CL2 1323.53 ' mg/kg swil16-2011 05/29/2018 MD
180523-19-03 30 Day Berchscaie CL3 10.3 1 % EPA625-P-9210 05/24/2018 WC
$
i
i
s
1
PO Box 228 4 Statesville, NC 28687 "704/872/4697
Page 1 of 40 .
1

Sample"Number Parameter Sample ID Result Unit Method Analyzed Analyst
150523-13-02 Copper CL2
630 _ pmgPkg EPA 200.7 05/29/2018 MD
180523-19-02 pAtv
CL2 346.5 mg/L Ca"•CI E20n 06/12/2018 CL
Respectfully submitted,
1
Dena Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
1
s
p0 Box 228 a Statesville, NC 28687 a 704/872/4697
1 Page 2 of 40
1

,------------- 0
Analytical Results ---
-..,-,---7---„. .+i'.F7MTi�>
Town of Cleveland 4,-;-; '��Q
PO Box 429 "
Cleveland, NC 27013 ---
Receive
Receive Date: 08/02/2017 STATESVILLE
Reported: 09/05/2017
ANALYTICALFor: Influent STMP
Comments: Flow .181 MGD
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
170802-09-01 Ammonia Nitrogen Inf STMP 15.23 mg/L SM4500NH3E-1997 08/04/2017 CL
170802-09-01 Arsenic Inf STMP <0.005 mg/L SM3113B-2004 08/23/2017 MD
170802-09-01 BOD Inf STMP 103 mg/L 5M5210B-2001 08/03/2017 MD
170802-09-01 Cadmium Inf STMP 0.0018 mg/L SM3113B-2004 08/18/2017 MD
170802-09-01 Chromium Inf STMP 0.003 mg/L SM3113B-2004 08/24/2017 MD
170802-09-01 Copper Inf STMP 0.062 mg/L SM3111B-1999 08/15/2017 MD
170802-09-01 Cyanide(total) Inf STMP 0.007 mg/L 10-204-00-1-X 08/15/2017 CL
i
170802-09-01 Lead Inf STMP 0.003 mg/L SM31136-2004 08/14/2017 MD `�
170802-09-01 Mercury Inf STMP <0.0002 SM31128-2009 09/05/2017 MD `
170802-09-01 Molybdenum-Solid Inf STMP <2.50 mg/mgg//L EPA200.7 08/08/2017 ENCO
170802-09-01 Nickel Inf STMP 0.0048 mg/L SM3113B-2004 08/29/2017 MD
170802-09-01 pH Inf STMP 9.24 Std. Units SM4500HB•2000 08/02/2017 TR
170802-09-01 Selenium Inf STMP <0.005 mg/L SM3113B-2004 09/01/2017 MD
170802-09-01 Silver Inf STMP <0.0025 mg/L SM3113B-2004 08/29/2017 MD
170802-09-01 Temperature Inf STMP 20.8 deg C SM2550B-2000 08/02/2017 TR
170802-09-01 TSS Inf STMP 152 mg/L sM2540D-1997 08/04/2017 WL
170802-09-01 Zinc Inf STMP 0.1 mg/L SM31118-1999 08/15/2017 MD
Respectfully submitted,
Dena Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of 4

0
Analytical ResultsAV\4‘ _,J,EIL:-,:il.
Town of Cleveland vt '( ``
PO Box 429
Cleveland, NC 27013
I I
Receive Date: 08/02/2017 STATESVILLE
Reported: 09/06/2017
For: Effluent STMP ANALYTICAL
Comments: Flow .181 MGD
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
170802-10-01 Ammonia Nitrogen Eff STMP <0.5 , mg/L SM4500NH3E-1997 08/04/2017 CL
170802-10-01 Arsenic Eff STMP <0.005 mg/L SM31136-2004 08/23/2017 MD
170802-10-01 BOD Eff STMP 3.06 mg/L SM5210B-2001 08/03/2017 MD
170802-10-01 Cadmium Eff STMP 0.0015 mg/L SM31138-2004 08/18/2017 MD
170802-10-01 Chromium Eff STMP <0.002 mg/L SM31136-2004 08/24/2017 MD
170802-10-01 Copper Eff STMP 0.021 mg/L SM3111B-1999 08/15/2017 MD
170802-10-01 Cyanide(total) Eff STMP 0.007 mg/L 10-204-00-1-X 08/15/2017 CL 1
170802-10-01 Flow Eff STMP 0.181 mgd 08/02/2017 TR
170802-10-01 Lead Eff STMP <0.0025 mg/L SM311313-2004 08/14/2017 MD
170802-10-01 Mercury LL Eff STMP 3.94 ng/L SM1631E 08/10/2017 PACE
170802-10-01 Molybdenum Eff STMP 2.66 ug/L EPA200.7 08/09/2017 ENCO
170802-10-01 Nickel Eff STMP 0.0038 mg/L SM31138-2004 08/29/2017 MD
170802-10-01 pH Eff STMP 6.81 Std. Units SM4500H8-2000 08/02/2017 TR
170802-10-01 Selenium Eff STMP <0.005 mg/L SM31138-2004 09/01/2017 MD
170802-10-01 Silver Eff STMP <0.0025 mg/L SM31138-2004 08/29/2017 MD
170802-10-01 Temperature Eff STMP 22.5 deg C sM2550B 2000 08/02/2017 TR
170802-10-01 TSS Eff STMP 5.4 mg/L SM2540a1997 08/04/2017 WL
170802-10-01 Zinc Eff STMP 0.043 , mg/L SM3111B-1999 08/15/2017 MD
Respectfully submitted,
/
f
'1
£
3,9
ifv9,
Dena Myers t
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909 0 00 3ci 4 ti q
v' I
000005 4t. 4!,
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of 4

Analytical Results }
j -
Town of Cleveland ~
PO Box 429 ____ -ti__
Cleveland, NC 27013 ---
Receive Date: 10/04/2017 ST�T�C{ IT T
E
Reported: 01/22/2018 ` hr:tANALYTICAL
y A JYTICLL
For: Effluent STMP „ryrfw; '`tT
+Ii n .-'
Comments: Flow.126 mgd Yr 1)k./
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
171004-17-01 Ammonia Nitrogen ff STMP <0.5 mg/L SM4500NH3E-1997 10/10/2017 MD
171004-17-01 Arsenic/ Eff STMP <0.0025 mg/L SM3113B-2004 10/11/2017 MD
171004-17-01 BOD \/ Eff STMP <2 mg/L sM5210B-2001 10/05/2017 MD
171004-17-01 Cadmium Eff STMP 0.0016 mg/L SM3113B-2004 10/10/2017 MD
171004-17-01 Chromium Eff STMP <0.002 mg/L sM3113B.2004 10/13/2017 MD
171004-17-01 Copper Eff STMP 0.023 mg/L SM3111B-1999 10/20/2017 MD
171004-17-01 Cyanide(total)// Eff STMP 0.005 mg/L 10-204-00-1-x 10/11/2017 CL
171004-17-01 Lead Eff STMP <0.0025 mg/L SM3113B-2004 10/09/2017 MD
17100417-01 Mercury LL/ Eff STMP 5.47 ng/L SM1631E 10/09/2017 PACE
17100417-01 Molybdenum Eff STMP 2.79 ug/L EPA2°0.7 10/16/2017 ENCO
171004-17-01 Nickel Eff STMP 0.0059 mg/L SM3113B-2004 10/19/2017 MD
171004-17-01 pH Eff STMP 6.20 Std. Units sM4500HB-2000 10/04/2017 TR
171004-17-01 Selenium Eff STMP <0.005 , mg/L SM3113B-2004 10/24/2017 MD
171004-17-01 Silver Eff STMP <0.0025 mg/L sM3113B-2004 10/23/2017 MD
171004-17-01 Temperature Eff STMP 18 deg C SM2550B-2000 10/04/2017 TR
171004-17-01 TSS Eff STMP 8.857 mg/L SM254OD-1997 10/06/2017 WC
171004-17-01 Zinc' Eff STMP 0.051 mg/L SM3111B-1999 10/17/2017 MD
Respectfully submitted, , / \/
itL
Cip--vvou,"Thr, _,, AfAi\G('
Dena Myers
):-1 ,Li v� n�
NC Cert#440, / (, I
NCDW Cert#37755, 0� �05
EPA#NC00909
bp
x
PO,Box 228 ®Statesville, NC 28687 . 704/872/4697
Page 1 of 20

2: r Analytical Results
.7C ++ w+..:". it
c e"a ^,.1
Town of Cleveland --
PO Box 429 E ms.,µ
Cleveland, NC 27013
Receive Date: 10/04/2017/22/2018 - ' ` STATESVILLE
Reported: ANALYTICAL
For: Influent STMP •P1
Comments: Flow.126 mgd
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
171004-16-01 Ammonia Nitrogen Ant STMP 26.43 mg/L SM4500NH3E-1997 10/10/2017 MD
171004-16-01 Arsenic ___„.„ Inf STMP <0.0025 mg/L SM3113&2004 10/11/2017 MD
171004-16-01 BOD Int STMP 194 mg/L SW21013-2007 10/05/2017 MD
171004-16-01 Cadmium Int STMP 0.0017 mg/L SM3113B-2004 10/10/2017 MD
171004-16-01 Chromium Int STMP 0.003 mg/L SM3113B-2004 10/13/2017 MD
171004-16-01 Copper Int STMP 0.057 mg/L SM31116.1999 10/20/2017 MD
171004-16-01 Cyanide(total)\/ Int STMP <0.005 mg/L 10-204-00-1-x 10/11/2017 CL
171004-16-01 Lead Inf STMP 0.0034 ' mg/L SM3113B-2004 10/09/2017 MD
171004-16-01 Mercury VP Int STMP 0.0004 mg/L SM3112B-2009 11/02/2017 MD
171004-16-01 Molybdenum Int STMP <2.50 ug/L EPA200.7 10/16/2017 ENCO
171004-16-01 Nickel Int STMP 0.0036 mg/L SM3113&2004 10/19/2017 MD
171004-16-01 pH Int STMP 7.96 Std. Units SM4500H6-2000 10/04/2017 TR
171004-16-01 Selenium Int STMP <0.005 mg/L SM3113B•2004 10/24/2017 MD
171004-16-01 Silver Int STMP <0.0025 mg/L SM3113B-2004 10/23/2017 MD
171004-16-01 Temperature Int STMP 20.7 deg C SM25508-2000 10/04/2017 TR
17100416-01 TSS 'N/7 Int STMP 356 mg/L SM2540D-1997 10/06/2017 WC
171004-16-01 Zinc_ Int STMP 0.116 mg/L SM3111B-1999 10/17/2017 MD
Respectfully submitted, 04,4'60D- /-0
Dena Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 1 of 10

RESEARCh & ANALyTICAL
Report of Analysissis
®LAbORATORIES, INC. 5/30/2018
4,,,,,.,,
0,,„„,,,„,_
For: Town of Cleveland ..........,.C� ,0
3rd Creek Church Road
.;•1::.4.,..t,...4 C '"x!f_�•
Cleveland, NC 27013 :cc:. NC#34 0:crrJ
NC#37701 •
Attn: Paul Land 5---
• a
ri,��••��'�1r CTQQ%°�.$
,it.f11 O`• 'lam tip.
Client Sample ID: Influent Lab Sample ID: 50723-01
Site: Town of Cleveland Collection Date: 5/16/2018 8:30
Parameter Method Result' Units Rep Limit Analyst Analysis Date/Time
Ammonia Nitrogen 6l2690 SM 4500 NH3 D-1997 30.8 mg/L 0.1 MZ 5/17/2018
Arsenic,Total d/000 EPA 200.7 <0.005 mg/L 0.005 KL 5/21/2018
BOD-5 SM 5210 B-2001 152 mg/L 2 JF 5/17/2018 1545
Cadmium,Total rii 5 EPA 200.7 <0.002 mg/L 0.002 KL 5/21/2018
t
Chromium,Total 0/030 EPA 200.7 <0.005 mg/L 0.005 KL 5/21/2018
Copper,Total C/C)40 EPA 200.8 0.053 mg/L 0.001 KL 5/25/2018
Lead,Total ('/C 41 EPA 200.7 .-14.- �, <0.005 mg/L 0.005 KL 5/21/2018
� /-J
/i
Mercury,Total ''1 g40 EPA 245.1 0.0002 mg/L 0.0002 KL 5/25/2018
Molybdenum,Total 0/06-7,2 EPA 200.7 <0.005 mg/L 0.005 KL 5/21/2018
Nickel,Total PCOIO!, EPA 200.7 <0.005 mg/L 0.005 KL 5/21/2018
Selenium,Total i?/1 1 EPA 200.7 a<0.005 mg/L 0.005 KL 5/21/2018
Silver,Total e910'11 EPA 200.7 <0.005, mg/L 0.005 KL 5/21/2018
Total Suspended Solids(TSS) 1/ SM 2540 D-1997 204 ' mg/L 5 AA 5/21/2018 1000
Zinc,Total 2 I0gp EPA 200.7 0.170 mg/L 0.01 KL 5/21/2018
Client Sample ID: Influent Lab Sample ID: 50723-02
Site: Town of Cleveland Collection Date: 5/16/2018 12:00
Parameter Method Result Units Rep Limit Analyst Analysis Date/Time
Cyanide 00 7,,RSM 4500 CN E-1999 <0.005 mg/L 0.005 AW 5/22/2018
P.O.Box 473 106 Short Street Kernersville,North Carolina 27284 Tel:[phone] Fax:[phone] www.randalabs.com Page 1
L

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF CLASS B RESIDUALS PERMIT (NON-DEDICATED)
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 Cleveland
Rowan County
FOR THE
continued operation of a residuals management program for the Town of Cleveland and consisting of the
land application of Class B residuals generated by the approved facilities listed in Attachment A to the
approved sites listed in Attachment B with no discharge of wastes to surface waters, pursuant to the
application received July 8, 2014, and in conformity with other supporting data subsequently filed and
approved by the Department of Environment and.Natural Resources and considered a part of this permit.
The use and disposal of residuals are regulated under Title 40 Code of Federal Regulations Part 503. This
permit does not exempt the Permittee from complying with the federal regulations.
This permit shall be effective from January 1, 2015 until December 31, 2019, shall void Permit No.
WQ0011431 issued January 25, 2006 and shall be subject to the following specified conditions and
limitations:
SCHEDULES
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted,will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
2. The permittee shall be in full compliance with the regional office notification requirements
established in Condition I11.3. by February 1,2015.
3. The permittee shall be in full compliance with the signage requirements established in Condition
II1.13. by June 1, 2015.
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IL PERFORMANCE STANDARDS
1. The subject residuals management program shall be effectively maintained and operated at all times
so there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance, the Permittee shall immediately cease land
applying residuals to the site, contact the Mooresville regional office supervisor, and take any
immediate corrective actions.
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.
3. Only residuals generated by the facilities listed in Attachment A are approved for land application in
accordance with this permit.
4. Only the sites listed in Attachment B are approved for residuals land application.
5. Pollutant concentrations in residuals applied to land application sites listed in Attachment B shall not
exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates(CPLRs):
Parameter Ceiling Concentration CPLR
(milligrams per kilogram) (pounds per acre)
Arsenic 75 36
Cadmium 85 34
Copper 4,300 1,338
Lead 840 267
Mercury 57 15
Molybdenum 75 n/a
Nickel 420 374
Selenium 100 89
Zinc 7,500 2,498
The Permittee shall determine compliance with the CPLRs using one of the following methods:
a. By calculating the existing cumulative level of pollutants using actual analytical data from all
historical land application events of residuals, or
b. For land where residuals application have not occurred or for which the required data is
incomplete, by determining background concentrations through representative soil sampling.
6. Residuals that are land applied shall meet Class B pathogen reduction requirements in 15A NCAC
02T .1106(a)and(b)(2). Exceptions to this requirement shall be specified in Attachment A.
7. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A)
that are land applied shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T
.1107(a). Exceptions to this requirement shall be specified in Attachment A.
8. Setbacks for Class B land application sites shall be as follows:
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Setback by application type
(feet)
Setback Description Vehicular Irrigation
Surface Surface Injection/
Application Application Incorporation
Habitable residence or place of public assembly
under separate ownership or not to be maintained as 400 400 200
part of the project site
Habitable residence or places of public assembly
owned by the Permittee,the owner of the land,or the 0 200 0
lessee/operator of the land to be maintained as part
of the project site
Property lines 50 150 50
Public right of way 50 50 50
Private or ublic water supply100 100 100
P
Surface waters(streams—intermittent and perennial, 100 100 50
perennial waterbodies,and wetlands)
Surface water diversions(ephemeral streams, 25 100 25
waterways, ditches)
Groundwater lowering ditches(where the bottom of 25 100 25
the ditch intersects the SHWT)
Subsurface groundwater lowering system 0 100 0
Wells with exception to monitoring wells 100 100 100
Bedrock outcrops 25 25 25
Top of slope of embankments or cuts of two feet or 15 15 15
more in vertical height
Building foundations or basements 0 15 0
Water lines 0 10 0
Swimming pools 100 100 100
Nitrification fields 0 20 0
9. Land application areas shall be clearly marked on each site prior to and during any residuals
application event.
10. Bulk 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 (http://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.
W0001 1411 Varcinn 1 O Shall Varcinn 1 dfY2?d Pavy 2 of 1')

ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
(http://www.ncagr.gov/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.pdf).
d. If the RYE,and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25%in accordance with the USDA-NRCS 590 Nutrient Management Standards.
12. If land application sites are to be over-seeded or double-cropped (e.g., bermuda grass in the summer
and rye grass in the winter with both crops to receive residuals), then the second crop can receive an
application of PAN at a rate not to exceed 50 pounds per acre per year(lbs/ac/yr). This practice may
be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted
for erosion control only and is to be tilled into the soil,then no additional PAN shall be applied.
13. Prior to land application of residuals containing a sodium adsorption ratio(SAR)of 10 or higher, the
Permittee shall obtain and implement recommendations from at least one of the following: 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. The
recommendations shall address the sodium application rate,soil amendments(e.g.,gypsum, etc.),or a
mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee
shall maintain written records of these recommendations and details of their implementation.
14. The compliance boundary for residual land application sites shall be specified in accordance with
15A NCAC 02L .0107(b). These sites were individually permitted on or after December 30, 1983;
therefore,the compliance boundary is established at either 250 feet from the residual land application
area, or 50 feet within the property boundary, whichever is closest to the residual land application
area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina Gener ul Statute 143-215.6A through 143-215.6C. Any approved
relocation of the COMPLIANCE BOUNDARY will be noted in Attachment B.
15. In accordance with 15A NCAC 02L .0108,the review boundary shall be established midway between
the compliance boundary and the residual land application area. Any exceedance of groundwater
standards at the review boundary shall require action in accordance with 15A NCAC 02L.0106.
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The residuals management program shall be properly maintained and operated at all times. The
program shall be effectively maintained and operated as a non-discharge system to prevent any
contravention of surface water or groundwater standards.
2. The Mooresville Regional Office, telephone number [phone], and the appropriate local
government official (i.e., county manager, city manager, or health director) shall be notified at least
48 hours prior to the initial residuals land application to any new land application site. Notification to
the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
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3. The Mooresville Regional Office shall be notified via email or telephone, [phone], at least 24
hours prior to conducting any land application activity. Such notification shall indicate, at a
minimum,the anticipated application times, field IDs, and location of land application activities. If it
becomes necessary to apply to additional fields due to unforeseen events,the Regional Office shall be
notified prior to commencing the application to those fields.
4. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) pursuant to
15A NCAC 02T .1110. Modifications to the O&M Plan shall be approved by the Division prior to
utilization of the new plan.The O&M Plan,at the minimum,shall include:
a) Operational functions;
b) Maintenance schedules;
c) Safety measures;
d) Spill response plan;
e) Inspection plan including the following information:
i. Names and/or titles of personnel responsible for conducting the inspections;
ii. Frequency and location of inspections, including those to be conducted by the ORC, and
procedures to assure that the selected location(s),and inspection frequency are representative
of the residuals management program;
iii. Detailed description of inspection procedures including record keeping and actions to be
taken by the inspector in the event that noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoring and reporting section of the
permit;
f) Sampling and monitoring plan including the following information:
i. Names and/or titles of personnel responsible for conducting the sampling and monitoring;
ii. Detailed description of monitoring procedures including parameters to be monitored;
iii. Sampling frequency and procedures to assure that representative samples are being 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 (e.g. facilities that
land apply multiple times per year but have an annual sampling frequency, may need to
sample during winter months when pathogen reduction is most likely to be negatively
affected by cold temperatures).
5. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the facility, the Permittee shall designate and employ a certified operator in
responsible charge (ORC) and one or more certified operators as back-up ORCs in accordance with
15A NCAC 08G .0201. The ORC or their back-up shall visit the facilities in accordance with 15A
NCAC 08G. 0204, or as specified in the most recently approved O&M plan (i.e., see Condition III.
4.), and shall comply with all other conditions of 15A I NCAC 08G. 0204. For more information
regarding classification and designation requirements, please contact the Division of Water
Resources' Technical Assistance&Certification Unit at(919)733-0026.
6. When the Permittee land applies bulk residuals, a copy of this permit and a copy of O&M Plan shall
be maintained at the land application sites during land application activities.
7. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles.
8. Residuals shall not be stored at any land application site, unless written approval has been requested
and received from the Division.
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9. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind
erosion and surface runoff from conveying residuals from the land application sites onto adjacent
properties or into surface waters.
10. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on
land application sites onto which residuals are applied, or application shall be in accordance with the
crop management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services,s, the Natural Resource Conservation Service, or an agronomist
and as approved by the Division.
11. Bulk 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 prolonged 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 bulk residuals are injected or incorporated within
a 24-hour period following a residuals land application event;
f. During a measurable precipitation event(i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
h. If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the
pH of the soil, residuals and lime mixture is suitable for the specified crop. Any approved
variations to the acceptable soil pH(6.0)will be noted in this permit;
i. If the land does not have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event. Any field that is in
a USDA no-till program shall be exempted from meeting this vegetative cover requirement;
j. If the vertical separation between the seasonal high water table and the depth of residuals
application is less than one foot;
k. If the vertical separation of bedrock and the depth of residuals application is less than one foot;
12. The following public access restrictions apply to residual land application sites:
a. Public access to public contact sites(e.g., golf courses,parks, ball fields, etc.) shall be restricted
for 365 days after a residuals land application event;
b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land
application event.
13. Public access controls shall include the posting of signs with a minimum area of 3 square feet (e.g.,
1.5' x 2'). Each sign shall indicate the activities conducted at each site,permit number, and name and
contact information, including the Permittee or applicator's telephone number. Signs shall be posted
in a clearly visible and conspicuous manner at the entrance to each land application site during a land
application event, and for as long as the public access restrictions required under III.12 apply.
14. The following harvesting and grazing restrictions apply to residual land application sites after each
land application event:
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•
Harvesting and Grazing Description Restricted
Duration
Animals shall not be allowed to graze during land application activities and
restricted period. Sites that are to be used for grazing shall have fencing to 30 days
prevent access after each land application event.
Food crops,feed crops and fiber crops shall not be harvested for: 30 days
Turf grown on land where residuals have been applied shall not be harvested for: 12 months
Food crops with harvested parts that touch the residual/soil mixture and are
totally above the land surface(e.g.,tobacco,melons,cucumbers, squash,etc.) 14 months
shall not be harvested for:
When the residuals remain on the land surface for four months or longer prior to
incorporation into the soil,food crops with harvested parts below the land 20 months
surface(e.g.,root crops such as potatoes,carrots,radishes,etc.)shall not be
harvested for:
When the residuals remain on the land surface for less than four months prior to
incorporation into the soil,food crops with harvested parts below the land 38 months
surface shall not be harvested for:
15. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume
of other nutrient sources(i.e., manufactured fertilizers, manures, or other animal waste products)that
have been applied to the site, and a copy of the most recent Nutrient Management Plan (NMP) for
those operations where a NMP is required by the US Department of Agriculture—National Resources
Conservation Service (NRCS) or other State Agencies. The Permittee shall calculate allowable
nutrient loading rates based on the provided information and use appropriate reductions.
For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan
(WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient
Management Plan.
16. No residuals shall be land applied unless the submitted Land Owner Agreement Attachment(LOAA)
between the Permittee and landowners or lessees/operators of the land application site is in full force
and effect. These agreements shall be considered expired concurrent with the permit expiration date,
and shall be renewed during the permit renewal process.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sample reporting schedule shall be followed.
2. Residuals shall be analyzed to demonstrate they are nonhazardous under the Resource Conservation
and Recovery Act (RCRA). The analyses [corrosi ty, 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 a minimum of five years. Any
exceptions from the requirements in this condition shall be specified in Attachment A.
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The TCLP analysis shall include the following parameters(the regulatory level in milligrams per liter
is in parentheses):
Arsenic(5.0) 1,4-Dichlorobenzene(7.5) Nitrobenzene(2.0)
Barium(100.0) 1,2-Dichloroethane(0.5) Pentachlorophenol(100.0)
Benzene(0.5) 1,1-Dichloroethylene(0.7) Pyridine(5.0)
Cadmium(1.0) 2r4-Dinitrotoluene(0.13) Selenium(1.0)
Carbon tetrachloride(0.5) Endrin(0.02) Silver(5.0)
Chlordane(0.03) Hexachlorobenzene(0.13) Tetrachloroethylene(0.7)
Chlorobenzene(100.0) Heptachlor(and its hydroxide) Toxaphene(0.5)
(0.008)
Chloroform(6.0) Hexachloro-1,3-butadiene(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)
Once the residuals have been monitored for two years at the frequency specified in Attachment A,
the Permittee may submit a permit modification request to reduce the frequency of this monitoring
requirement. In no case shall the monitoring frequency be less than once per permit cycle.
3. An analysis shall be conducted on residuals from each source generating facility at the frequency
specified in Attachment A, and the Perr?ittee shall maintain the results for a minimum of five years.
The 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
(by calculation)
4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling
and monitoring sections of the approved O&M plan. The required data shall be specific to the
stabilization process utilized, and sufficient to demonstrate compliance with the Class B pathogen
reduction requirements in 15A NCAC 012T .1106 (a) and (b)(2), and one vector attraction reduction
requirement in 15A NCAC 02T .1107 (a) shall be met. Any exceptions from the requirements in this
condition shall be specified in Attachment A.
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5. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each land application site listed in Attachment B on which a residuals land application event will
occur in the respective calendar year. This analysis shall be in accordance with the"Guidance on Soil
Sampling" located in the Sampling Instructions section of the NC Department of Agriculture &
Consumer Services' website (http://www.ncagr.gov/agronomi/pubs.htm). The Permittee shall
maintain these results and a description of the sampling methodologies used to determine soil fertility
for a period of no less than five years, and shall be made available to the Division upon request. At a
minimum,the Standard Soil Fertility Analysis shall include the following parameters:
Acidity Exchangeable Sodium Percentage Phosphorus
Base Saturation(by calculation) Magnesium Potassium
Calcium Manganese Sodium
Cation Exchange Capacity Percent Humic Matter Zinc
Copper pH
6. Laboratory parameter analyses shall be performed on the residuals as they are land applied, and shall
be in accordance with the monitoring requirements in 15A NCAC 02B .0505.
7. The Permittee shall maintain records tracking all residual land application events. At a minimum,
these records shall include the following:
a. Source of residuals;
b. Date of land application;
c. Location of land application(i.e., site, field, or zone number as listed in Attachment B);
d. Approximate areas applied to(acres);
e. Method of land application;
f. Weather conditions(e.g., sunny, cloudy,raining, etc.);
g. Predominant Soil Mapping Unit(e.g.,CbB2);
h. Soil conditions(e.g., dry, wet, frozen, etc.);
i. Type of crop or crops to be grown on field;
j. Nitrogen Application Rate based on RYEs (if using data obtained from the North Carolina State
University Department of Soil Science Website, the printout page shall be kept on file and
reprinted every five years);
k. Volume of residuals land applied in gallons per acre, cubic yard per acre, dry tons per acre, or wet
ton per acre;
1. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or
wet tons per acre;
m. Volume of soil amendments (e.g., lime, gypsum, etc.) applied in gallons per acre, dry ton per
acre,or wet tons per acre; and
n. Annual and cumulative totals in dry tons per acre of residuals as well as animal waste and other
sources of nutrients (e.g., if applicable), annual and cumulative pounds per acre of each heavy
metal (e.g., shall include, but shall not be limited to, arsenic, cadmium, copper, lead, mercury,
molybdenum,nickel, selenium, and zinc), annual pounds per acre of PAN, and annual pounds per
acre of phosphorus applied to each field.
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8. Three copies of an annual report shall be submitted on or before March 131. 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://portal.ncdenr.org/web/wq/aps/lau/reporting, or can be obtained by contacting the Land
Application Unit 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
9. Noncompliance Notification
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number(704)
663-1699, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence with the land application program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a release of material to surface waters.
c. Any time self-monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of
adequate residual treatment.
e. Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting(e.g.,discharges to surface waters, imminent failure of
a storage structure, etc.)outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number(800)662-7956, [phone], or(919)733-3300.Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities and shall be in accordance with the approved O&M Plan.
2. Prior to each bulk residuals land application event, the Permittee or his designee shall inspect the
residuals storage, transport and application facilities to prevent malfunctions, facility deterioration
and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or a public nuisance. The Permittee shall maintain an
inspection log that includes, at a minimum, the date and time of inspection, observations made, and
any 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.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property,premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leachate samples.
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VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance With North Carolina General Statutes 143-
215.6A to 143-215.6C. j
2. This permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of this permit.
3. This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances,which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the residuals program changes ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate documentation from the parties involved and other
supporting documentation as necessary. The Permittee of record shall remain fully responsible for
maintaining and operating the residuals program permitted herein until a permit is issued to the new
owner.
6. This permit is subject to revocation or unilateral modificIation upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T.0110.
7. Unless the Division Director grants a variance, expansion of the permitted residuals program
contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC
02T.0120(b).
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 24th day of October 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
mas eeder,Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0011431
WOff114 1 Vercinn Z (1 Shell Vercinn ldll'I7d Poe 11 of 1')

ATTACHMENT A- Approved Residual Sources Certification Date: October 24,2014
Town of Cleveland Permit Number: WQ0011431 Version: 3.0
Monitoring
Monitoring Monitoring Approved
Maximum Frequency for
Owner Facility Name County Permit Biological Dry Tons Frequency for Frequency for Pathogen& Mineralization
Number Residuals
Per Year 1 Non-hazardous Metals and Rate
Characteristics 2 Nutrients 3'5 Vector Attraction
Reductions 4'5
Town of Cleveland Cleveland WWTP Rowan NC0049867 Yes 82.0 Annually Annually Annually 0.30
Total 82.0
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 N.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 Generated Monitoring Frequency
(short tons per year) (Established in 40 CFR 503 and 15A NCAC 02T.1111)
<319 1/Year
=>319-<1,650 1/Quarter(4 times per year)
=>1,650-<16,500 1/60 Days(6 times per year)
=>16,500 1/month(12 times per 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 EPA may be required to make up the missed sampling,contact the EPA for additional information and clarification.
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ATTACHMENT B-Approved Land Application Sites Certification Date: July 24,2017
Town of Cleveland Permit Number: WQ0011431 Version: 3.2
Field/Site Owner Lessee County Latitude Longitude Net Dominant Soil Series Footnotes
Acreage
NC-RA-01-01 Town of Cleveland Rowan 35.738278° -80.666472° 10 EnB-Enon 1
NC-RA-56-01A Hodge,Ira Franklin Rowan 35.759364° -80.701103° 8.4 LdB2-Lloyd 2
NC-RA-56-01B Hodge,Ira Franklin Rowan 35.762083° -80.700808° 13.8 LdB2-Lloyd 2
Total 32.2
1. See Figure 1.
2. See Figure 2.
WQ0011431 Version 3.2 Attachment B Page 1 of 1