WQ0018201_20180327_ Headworks Analysis

of GO/.os I'tJ of 6tlt'dww
+r o A.Drawer A
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• L • Nortll Carolina
° �� 27533-97111
c PAR°\,
March 27, 2018
RECEIVED/DENR/DWR
NC DWR PERCS Unit
Monti Hassan APR o 2 20113
1617 Mail Service Center Water Resources
Raleigh,NC 27699-1617 Permitting Section
RE: Headworks Analysis (HWA)
Dear Mr. Hassan.
Enclosed you will find the Headworks Analysis and supporting documentation for the
City of Goldsboro.
If you have any questions, please do not hesitate to call.
Sincerely,
Bobby Edwards, Pretreatment Coordinator
City of Goldsboro
P.O. Drawer A
Goldsboro,NC 27533-9701
919-735-3329

2018 HWA Narrative
HWA Data Time Period:
Monthly sampling for all long term monitoring plan pollutants of concern was performed January 2013
through December 2017 at the Water Reclamation Facility influent and effluent.SIU's were monitored
in accordance with their IUP's and uncontrollable monitoring was conducted semi-annually with five
years of monitoring data used for mass balance giving 1225 data points for permit limited parameters
and 20 data points for all other POC's.
WRF Design Criteria:
We have elected to use Option 2 of PERCS February 2007 letter,the 1.5 multiplier. Our WRF meets all
the conditions specified in PERCS December letter.We have not have any violations in the previous 2
years and the design calculations are older than 8 years.
Removal Rate Calculation:
All available DMR and LIMP data was used.We treated all BDL's as 1/2 DL for all DMR's.We used site-
specific removal rates in our HWA except for metals that were greater than 50% BDL, in which we used
literature.
Water Quality Standards:
The recent NPDES permit used the NC Water Quality Standard Aquatic Life Stream Standard.
Inhibition Calculation:
We do not have an Anaerobic Digester therefore,we used literature values for Activated Sludge with the
exception of chromium, copper and zinc.We used NC 2006 Literature values. For lead, nickel, chloride
and phenol we used Literature values for Nitrification.
Sludge Calculations:
The pollutant ceiling concentrations for Class A sludge were used in accordance with the Distribution of
Class A Compost Residuals(503) permit.
Uncontrollable Mass Balance:
We used the uncontrollable concentration from uncontrollable sampling with the exception of using
literature for Arsenic and Cadmium.

Removal Rate Calculations
FLOW BOD AMMONIA
11/19/2017 5 83 _
11/20/2017 7 08 181 181 2 0 2 176 176 < 2 5 1 25 18 80 18 8 0 17 0 17
11/21/2017 6 98 296 296— 2 5 2 5 233 233 < 2 5 1 25 23 08 23 08 0 19 0 19
11/22/2017 7 98 271 271 2 4 2 4 198 198 < 2 5 1 25 22 40 22 4 < 0 10 0 05
11/23/2017 _ 4 87
11/24/2017 6 19
11/25/2017 5 32
11/26/2017 5 03
11/27/2017 5 24 _ 333 333 2 3 2 3 280 280 < 2 5 1 25 17 88 17 88 < 0 10 0 05
11/28/2017 6 08 356 356 2 1 2 1 268 268 < 2 5 1 25 23 56 23 56 < 0 10 0 05
11/29/2017 5 92 343 343 3 5 3 5 260 260 3 0 3 24 55 24 55 0 82 0 82
11/30/2017 5 99 341 341 3 1 3 1 268 268 3 8 3 8 24 00 24 1 61 1 61
12/1/2017 7 73 367 367 3 8 3 8 300 300 3 6 3 6 22 72 22 72 3 27 3 27
12/2/2017 6 91
12/3/2017 6 36
12/4/2017 6 23 221 221 3 0 3 168 168 4 1 4 1 16 72 16 72 < 0 10 0 05
12/5/2017 5 75 266 266 2 4 2 4 249 249 3 1 3 1 20 88 20 88 < 0 10 0 05
12/6/2017 6 38 334 334 2 6 2 6 276 276 3 1 3 1 22 88 22 88 < 0 10 0 05
12/7/2017 5 83 324 324 2 2 2 2 247 247 2 5 2 5 21 96 21 96 < 0 10 0 05
12/8/2017 9 93 307 307 2 5 2 5 245 245 < 2 5 1 25 20 52 20 52 < 0 10 0 05
12/9/2017 8 27
12/10/2017 7 04
12/11/2017 7 28 164 164 2 0 2 143 143 < 2 5 1 25 11 68 11 68 < 0 10 0 05
12/12/2017 9 00 245 245 4 2 4 2 222 222 < 2 5 1 25 15 48 15 48 < 0 10 0 05
12/13/2017 7 32 _ 266 266 2 3 2 3 228 228 2 6 2 6 15 60 15 6 0 29 0 29
12/14/2017 6 51 _ 252 252 2 5 2 5 227 227 4 4 4 4 15 80 15 8 0 57 0 57
12/15/2017 8 38 207 207 2 4 2 4 204 204 2 7 2 7 16 80 16 8 0 17 0 17
12/16/2017 7 38
12/17/2017 6 77
12/18/2017 7 22 205 205 2 6 2 6 154 154 2 6 2 6 17 36 17 36 2 27 2 27
12/19/2017 7 39 395 395 2 1 2 1 234 234 < 2 5 1 25 17 44 17 44 0 76 0 76
12/20/2017 7 43 312 312 2 8 2 8 242 242 2 5 2 5 17 96 17 96 1 14 1 14
12/21/2017 7 27 414 414 5 0 5 308 308 3 5 3 5 17 24 17 24 2 85 2 85
12/22/2017 7 86 292 292 4 2 4 2 189 189 3 2 3 2 17 72 17 72 3 35 3 35
12/23/2017 8 16
12/24/2017 6 76
12/25/2017 5 37
12/26/2017 6 28
12/27/2017 6 52
12/28/2017 7 48 251 251 3 3 3 3 262 262 4 0 4 19 52 19 52 0 64 0 64
12/29/2017 9 93 _ 257 257 2 9 2 9 247 247 3 3 3 3 26 56 26 56 2 15 2 15
12/30/2017 8 18
12/31/2017 5 46
Column Averages=> 18 95891 I 1185 0161 I 11 678163 I 1204 0073 I 12 257534 I I 16 5232 I 10 171571
Unpaired Site Specific RR=> 99 09% Unpaired Site Specific RR=> 98 89% Unpaired Site Specific RR=> 98 96%
Literature/Default RR=> 85 00% Literature/Default RR=> 85 00% Literature/Default RR=> 85 00%
32 %of data is BDL 34 %of data is BDL 32 %of data is BDL
RR for tlus HWA=> 9909% RR for this HWA=> 9889% RR for this HWA=> 9896%
Copy of Removal Rate Spreadsheet(may16)
Removal Rates
Page 176 of 180 pages
3/19/2018, 8 59 AM
Revision August 1999

Removal Rate Calculations
Total Phosphorus 11111.1.MMEINIIIMIE CADMIUM CHROMIUM
11/19/2017
11/20/2017
11/21/2017
11/22/2017 4 82 4 82 0 10 0 1
11/23/2017
11/24/2017
11/25/2017
11/26/2017
11/27/2017
11/28/2017
11/29/2017
11/30/2017
12/1/2017 6 38 6 38 0 34 0 34
12/2/2017
12/3/2017
12/4/2017
12/5/2017
12/6/2017
12/7/2017
12/8/2017 5 93 5 93 0 13 0 13
12/9/2017
12/10/2017
12/11/2017
12/12/2017
12/13/2017
12/14/2017
12/15/2017 4 30 4 3 0 13 0 13
12/16/2017
12/17/2017
12/18/2017
12/19/2017 ~�
12/20/2017
12/21/2017
12/22/2017 4 43 4 43 0 26 0 26
12/23/2017
12/24/2017
12/25/2017
12/26/2017
12/27/2017
12/28/2017
12/29/2017 4 95 4 95 0 17 0 17
12/30/2017
12/31/2017
Column Averages=> 14 0129 I 10 1202 I 14 7500 I 1 4 7500 11 1250 I 11 0000 I 12 4900 I 2 3500 I
Unpaired Site Specific RR=> 97 00% Unpaired Site Specific RR=>J 50%BDL Unpaired Site Specific RR=4 50%BDL Unpaired Site Specific RR=>[.50%BDI
Literature/Default RR=>- Literature/Default RR=> 45 00% Literature/Default RR=> 67 00% Literature/Default RR=> 82 00%
17 %of data is BDL 100 %of data is BDL 98 %of data is BDL 98 %of data is BDL
RR for this HWA=> 97 00% RR for this HWA=> 45 00% RR for tins H WA=> 67 00% RR for this HWA=> 82 00%
Copy of Removal Rate Spreadsheet(may16)
Removal Rates
Page 177 of 180 pages
3/19/2018, 9 00 AM
Revision August 1999

Removal Rate CalculatIons
COPPER CYANIDE LEAD
11/19/2017
11/20/2017
11/21/2017
11/22/2017
11/23/2017
11/24/2017 "
11/25/2017
11/26/2017 _
11/27/2017
11/28/2017
11/29/2017
11/30/2017
12/1/2017
12/2/2017 _
12/3/2017
r 12/4/2017
12/5/2017
12/6/2017
12/7/2017
12/8/2017
12/9/2017
12/10/2017
12/11/2017
•
12/12/2017
12/13/2017
12/14/2017
12/15/2017 ^—
12/16/2017
12/17/2017
12/18/2017
12/19/2017
12/20/2017
12/21/2017
12/22/2017
12/23/2017
12/24/2017
12/25/2017
12/26/2017
12/27/2017
12/28/2017
12/29/2017
12/30/2017
12/31/2017
Column Averages=>l130 9100 I 12 4800 5 0000 15 0000 I 13 5950 'I 2 5000 15 76500 11 17050
Unpaired Site Specific RR=> 91 98% Unpazred Site Specific RR=>a 50%BDL Unpaired Site Specrfic RR=>F071-31)L. Unpaired Site Specific RR=> 92 58%
Literature/Default RR=> 86 00% Literature/Default RR=> 69 00% Literature/Default RR=> 61 00% Literature/Default RR=> 60 00%
48 %of data is BDL 100 %of data is BDL 88 %of data is BDL 5 %of data is BDL
RR for this HWA=> 91 98% RR for this HWA=> 69 00% RR for this HWA=> 61 00% RR for this HWA=> 92 58%
Copy of Removal Rate Spreadsheet(may16)
Removal Rates
Page 178 of 180 pages
3119/2018, 9 00 AM
Revision August 1999

Removal Rate Calculations
MOLYBDENUM NICKEL PHENOL
11/19/2017
11/20/2017
11/21/2017
11/22/2017 ..
11/23/2017
11/24/2017
11/25/2017
11/26/2017
11/27/2017
11/28/2017
11/29/2017
11/30/2017
12/1/2017
12/2/2017
12/3/2017
—
12/4/2017
12/5/2017
12/6/2017
12/7/2017
12/8/2017
12/9/2017
12/10/2017
12/11/2017
12/12/2017
12/13/2017
12/14/2017
12/15/2017
12/16/2017
12/17/2017
12/18/2017
12/19/2017
12/20/2017
12/21/2017
12/22/2017
12/23/2017
12/24/2017
12/25/2017
12/26/2017
12/27/2017
12/28/2017
12/29/2017
12/30/2017
12/31/2017
Column Averages=> 15 0000 I 15 0000 I 15 0000 15 0000 I I 88 8950 I I 16 4350 I 14 7500 I 14 7500
Unpaired Site Specific RR=>p 50%BDL Unpaired Site Specific RR=>1=.50%BDL Unpaired Site Specific RR=> 81 51% Unpaired Site Specific RR=>p 50%BDI
Literature/Default RR=> 33 00% Literature/Default RR=> 42 00% Literature/Default RR=>— Literature/Default RR=> 50 00%
100 %of data is BDL 100 %of data is BDL 20 %of data is BDL 100 %of data is BDL
RR for this HWA=> 33 00% RR for this HWA=> 42 00% RR for this HWA=> 81 51% RR for this HWA=> 50 00%
Copy of Removal Rate Spreadsheet(may16)
Removal Rates
Page 179 of 180 pages
3/19/2018, 9 00 AM
Revision August 1999

Removal Rate Calculations
Total Nitrogen
11/19/2017
11/20/2017
11/21/2017
11/22/2017 34 99 34 99 3 5 3 5
11/23/2017
11/24/2017
11/25/2017
11/26/2017
11/27/2017
11/28/2017
11/29/2017
11/30/2017
12/1/2017 50 75 50 75 4 78 4 78
12/2/2017
12/3/2017
12/4/2017
12/5/2017
12/6/2017
12/7/2017
12/8/2017 39 22 39 22 1 57 1 57
12/9/2017
12/10/2017
12/11/2017 _
12/12/2017
12/13/2017
12/14/2017
12/15/2017 29 42 29 42 1 41 1 41
12/16/2017
12/17/2017
12/18/2017
12/19/2017
12/20/2017
12/21/2017
12/22/2017 33 23 33 23 4 8 4 8
12/23/2017
12/24/2017
12/25/2017
12/26/2017
12/27/2017
12/28/2017
12/29/2017 41 75 41 75 5 42 5 42
12/30/2017
12/31/2017
Column Averages=> 1 2 7500 I 12 7500 I 1165 0300 I I 38 9300 I 29 1336 I 1 2 7498
Unpaired Site Specific RR=4 50%BDL Unpaired Site Specific RR=> 76 41% Unpaired Site Specific RR=> 90 56%
Literature/Default RR=> 75 00% Literature/Default RR=> 79 00% Literature/Default RR=>
100 %of data is BDL 0 %of data is BDL 0 %of data is BDL
RR for this HWA=> 75 00% RR for this HWA=> 76 41% RR for this HWA=> 90 56%
Copy of Removal Rate Spreadsheet(may16)
Removal Rates
Page 180 of 180 pages
3/19/2018, 9 00 AM
Revision August 1999

Goldsboro Water
Reclamation Facility
Operation &
Maintenance Manual
Introduction
and a cascade step aerator, and then is gravity discharge to the Neuse River. An
effluent flood pump station pumps to the Neuse River during high plant and river flow
conditions. A reuse and non-potable water(NPW)pump station pumps reclaimed
water to off-site reuse storage or constructed wetlands. The NPW pumps provide
washwater to the belt filter presses in the dewatering building. The effluent is pumped
to a manhole to gravity flow to the Neuse River,is pumped to the belt filter press for
use as wash water,or is pumped to the constructed wetlands project on the north side
of the river.
1.7 Plant Influent Characteristics
The Goldsboro WRF influent characteristics are presented in Table 1-1. This data was
compiled from plant discharge monitoring reports during the period between January
1999 and September 2002.
Table 1-1: Goldsboro WRF Influent Characteristics
Average Maximum Minimum
BODS 160 229 92
Ammonia-N 12.5 18.0 4.6
Total Suspended Solids 235 521 89
Total Nitrogen 25 33.1 10.6
Total Phosphorus 3.1 5.6 1.9
ARCADIS Project Numbers NC039957 DODO,NC039882 0000,NC039689 0002 1-9

NCDENn
.
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Vaart
Governor Secretary
January 23,2015 RECEIVED
Ms.Karen Brashear—Public Utilities Director PUBLIC UTILITIES IES DEPT
City of Goldsboro If— o2 9
P O.Drawer A
Goldsboro,NC 27533-9701
Subject: Permit No.WQ0018201
City of Goldsboro Composting Facility and Residuals
Distribution
Distribution of Class A Compost Residuals(503)
Wayne County
Dear Ms.Brashear
In accordance with your permit renewal request received November 21, 2014,we are forwarding
herewith Permit No. WQ0018201 dated January 23, 2015, to City of Goldsboro for the continued
operation of the subject residuals management program. Please note that this renewed permit shall
become effective on June 1, 2015 (i e. the day after the expiration date of the existmg permit), which
differs from the date of this letter.
This permit shall be effective from June 1, 2015, until May 31, 2020, shall void Permit No
WQ0018201 issued June 22, 2006, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A,B, and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
Please note the following permit conditions are new since the last permit issuance:
1. Condition II 9. The sodium adsorption ratio(SAR)must be less than 10 for the compost to be
distributed.
2 Condition III.2. Operations and Maintenance(O&M)Plan required
3 Condition 111.7. Distribution to those not applying compost in compliance with Condition
DI.6 is prohibited.
4 Condition IV 6. Similar to Condition I]I.2 of 2006 permit except now there is a provision for
nitrogen application rate
5. Condition VI 6 Similar to Condition VI 6 of 2006 permit except now there is a 60-day notice
for revocation or modification of permit.
6 Condition VI.7: Expansion not possible without variance if Permittee is in violation of 15A
NCAC 02T 0120(b).
Non-Discharge Permitting Una
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone [phone] Internet htto/portal ncdenr oro/web/wq
An Equal Opportunity l Affirmative Action Employer—Made in part with recycled paper

Ms Karen Brashear
January 23,2015
Page 2 of 2
Please note that on September 1, 2006, North Carolma Administrative Code Title 15A
Subchapter 02T — Waste not Discharged to Surface Waters was adopted. Accordingly, this permit
incorporates the requirements of these rules that are included in the list of new permit conditions listed
above.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 1 SOB of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714 Unless such demands are made, this permit shall be final and
binding
If you need additional information concerning this matter,please contact Troy Doby at(919) 807-
6336 [e-mail]
Sincerely,
4 S.Jariman�Acting Director
Division of Water Resources
cc• Wayne County Health Depalturent(Electronic Copy)
Washington Regional Office,Water Quality Regional Operations Section(Electronic Copy)
Beth Buffington—Protection and Enforcement Branch(Electronic Copy)
Digital Permit Archive(Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
DISTRIBUTION OF CLASS A COMPOST RESIDUALS (503)PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws,Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Goldsboro
Wayne County
FOR THE
continued operation of a residuals management program for City of Goldsboro and consistmg of
a 7 0 dry ton/day forced air, agitated bed, aerobic sludge composting system with a 15,000 sq.ft.biofilter
for odor control; a pre-engineered ventilated metal building enclosing the composting process; a 15 acre
open storage area for raw yard waste, a 50' x 100' sheltered storage area for amendment material, a
concrete storage and mixing pad for unprocessed yard waste, a concrete product screening and storage
pad with a 60'x 200' sheltered area for cured compost, a 2000 sq ft. operations building, SCADA system
for compost process monitoring; a stormwater detention and wetland treatment pond; accessory
equipment for matenals handling, including two (2) front-end loaders, tub grinder with grapple; sludge
truck with mixer, and a product screen; and all associated site work, yard piping, and electrical work to
compost up to 2,548 dry tons per year of wastewater residuals from the source listed m Attachment A
with no discharge of wastes to the surface waters, pursuant to the application received, 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 June 15, 2015,until May 31,2020, shall void Permit No WQ0018201
issued June 22, 2006, and shall be subject to the following specified conditions and limitations.
SC 1-1TDULES
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. [15A NCAC 02T 0108(b)(2), 02T .105(d), 02T 0109]
WQ001820] Version 3 0 Shell Version 150101 Page 1 of 10

II. PERFORMANCE STANDARDS
1 The subject residuals composting facility and Class A residuals product distribution 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 distribution of residuals, contact the Washington
regional office supervisor, and take any immediate corrective actions [G S 143-215 1]
2 This permit shall not relieve the Permittee of his responsibility for damages to groundwater or surface
water resulting from the operation of this composting facility and Class A residuals distribution
program [15A NCAC 02B 0200, 02L 0100]
3 Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit [G S. 143-215.1]
4 Pollutant concentrations in residuals distributed or applied to any land application site shall not
exceed the following Ceiling Concentrations or Monthly Average Concentrations (i e., dry weight
basis) [15A NCAC 02T .1105]
Monthly Average
Ceiling Concentration Concentration
Parameter (milligrams per kilogram)
(milligrams per kilogram)
Arsenic 75 41
Cadmium 85 39
Copper 4,300 1,500
Lead 840 300
Mercury 57 17
Molybdenum 75 n/a
Nickel 420 420
Selenium 100 100
Zinc 7,500 2,800
5. Residuals that are distilbuted shall meet Class A pathogen reduction requirements in 15A NCAC 02T
1106 (a) and (b) Exceptions to this requirement shall be specified in Attachment A. [15A NCAC
02T 1106]
6. Biological residuals O.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 distributed 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 [15A NCAC 02T 1107]
7. Diversion or bypassing of untreated residuals or leachate from the residual composting facility shall
be prohibited All leachate shall be reused as a wetting agent for the processing of residuals or
disposed of through a Division-approved method.
8. No class A residuals product that tests or is classified as a hazardous or toxic waste under 40 CFR
Part 261 shall be sold or given away under the conditions of this permit
WQ0018201 Version 3 0 Shell Version 150101 Page 2 of 10

•
9 The Permittee shall not distribute Class A Compost residuals that have a sodium adsorption ratio
(SAR) of 10 or higher without prior written Division approval. The Permittee may seek approval by
demonstrating that the entity accepting the residuals is. aware of the effects of a high SAR content;
has agreed on proper residual application rates, and has agreed to operational considerations to ensure
that the high SAR content will not adversely impact the receiving sites Recommendations regarding
sodium application rate, soil amendments (e g, gypsum, etc) or a mechanism for maintaining
e
integrity and conditions conducive to crop growth, can be obtained from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service, a North Carolina Licensed Soil Scientist, or an agronomist. [15A NCAC 02T
0108(b)(1)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1 The residuals composting facility and Class A residuals product distribution program shall be
properly maintained and operated at oall times prevent anye contravention shaolf b surface e effectively
water oraintained and
groundwater
operated as a non-discharge system Y
standards. [15A NCAC 02T .1110]
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan)
Modifications to the 0&M Plan shall be approved by the Division prior to utilization of the new plan.
The O&M Plan, at the minimum, shall include. [15A NCAC 02T 1100]
a) Operational functions,
b) Maintenance schedules,
c) Safety measures;
d) Spill response plan,
e) Inspection plan inclurjmg the following information:
i Names and/or titles of personnel responsible for conducting the inspections;
e conducted
d
ii Frequency and location of inspections,lected location(s) and inspection frequency arey e p ORn�tive
procedures to assure that the
of the residuals management program;
iii Detailed description of inspection procedures including record keeping and actions to be
takenbyinspector m etunoncompliance
lcto
noncompliance notificationrquirementnderthe monitoring and reporting section the
permit,
f) Sampling and monitoring plan including the following information.
i. Names and/or titles of personnel responsibleeduf r coudu ting the
mpling and o be monitored,ii Detailed description of monitoring p g parameters
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)
n A Qhail VPTC71171 15(11(11
Page 3 of 10

3 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.
2), and shall comply with all other conditions of 15A NCAC 08G. 0204 For more infoiuiation
regarding classification and designation requirements, please contact the Division of Water
Resources' Technical Assistance&Certification Unit at(919) 733-0026. [15A NCAC 02T 0117]
4 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. [G.S. 143-215 1]
5 All residuals shall be adequately stored to prevent untreated leachate runoff. The finished product
may be placed on a concrete pad, placed under shelter or physically covered until it is distributed to
the buyer If an alternate storage site is used, approval must be obtained from the Division [15A
NCAC 02T 0108(b)(1)]
6 A label shall be affixed to the bag or other container in which residuals are sold or given away for
land application, or an information sheet shall be provided to the person who receives Class A
residuals. At a minimum,the label or information sheet shall contain the following: [15A NCAC 02T
1109(a)]
a The name and address of the person who prepared the residuals,
b. A statement that residual land application is prohibited except in accordance with the instructions
on the label or information sheet;
c A statement identifying that this material shall be prevented from entering any public or private
water supply source (including wells) and any surface water (e g, stream, lake, river, wetland,
etc);
d A statement that the residuals shall not be applied to any site that is flooded, frozen, or snow-
covered.
e A statement that the residuals shall be applied at agronomic rates and recommended rates for its
intended use
7 The Permittee shall not distribute Class A residuals to any person or entity known to be applying
residuals contrary to the provisions of Condition III.6. [15A NCAC 02T .1103(a)]
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 [15A NCAC 02T 0108(c)]
2. Residuals shall be analyzed to demonstrate they are non-hazardous under the Resource Conservation
and Recovery Act (RCRA). The analyses [corrosivity, ignitability, reactivity, and toxicity
characteristic leaching procedure (TCLP)] shall be performed at the frequency specified in
Attachment A, and the Permittee shall maintain these results for a minimum of five years Any
exceptions from the requirements in this condition shall be specified in Attachment A
The TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter
is parentheses). [15A NCAC 13A .0102(b), 02T 1101, 02T 1105]
WQ0018201 Version 3 0 Shell Version 150101 Page 4 of 10

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) 2,4-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)
Heptachlor(and its hydroxide) 0 5
Chlorobenzene(100 0) (0 008) Toxaphene( )
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)
a-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)
3 An analysis shall be conducted on the Class A compost product at the frequency specified in
Attachment A, and the Permittee shall maintain the results for a minimum of five years The analysis
shall include the following parameters: [15A NCAC 02T 1101]
Aluminum Mercury Potassium
Ammonia-Nitrogen Molybdenum Selenium
Arsenic Nickel Sodium
Sodium Adsorption Ratio
Cadmium Nitrate-Nitrite Nitrogen (SAR)
Calcinm Percent Total Solids TKN
Copper pH Zinc
Lead Phosphorus
Plant Available Nitrogen
Magnesium (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 A pathogen
reduction requirements in 15A NCAC 02T 1106 (a) and (b), 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. [15A NCAC 02T.1106, 02T .1107, 02T .1111(c)]
5. Laboratory parameter analyses shall be performed on the residuals as they are distributed, and shall
be in accordance with the monitoring requirements in 15A NCAC 02B 0505.
6. The Permittee shall maintain records tracking all composting and Class A residuals distribution or
land application events performed by the Permittee At a minimum, these records shall include the
following- [15A NCAC 02T .0109(a)]
W00018201 Version 3 0 Shell Version 150101 Page 5 of 10

•
a Source of residuals,
b Date of distribution;
c Name and address of recipient of residuals,
d. Amount of residuals distributed to each recipient,
e Intended use of residuals,
f If land application events performed by the Permittee - Nitrogen Application Rate based on
RYEs (if using data obtained from the North Carolina State University Depaituient of Soil
Science Website,the printout page shall be kept on file and reprinted every five years).
7 Three copies of an annual report shall be submitted on or before March lst The annual report shall
meet the requirements described in the Instructions for Residuals Application Annual Reporting
Foinis Instructions for reporting and annual report forms are available at
http-//portal ncdenr.org/webRycilaps/lau/reperting, or can be obtamed by contacting the Land
Application Unit directly. The annual report shall be submitted to the following address -[15A
NCAC 02T 1111(a)]
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
8 Noncompliance Notification
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, 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. [15A NCAC
02T 0105(1), 02T 0108(b)(1)]
a. Any occurrence with the distribution program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b Any failure of the distribution 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.
WQ001820 i Version 3 0 Shell Version 150101 Page 6 of 10

V. INSPECTIONS
1 The Permittee or his designee shall provide adequate inspection and maintenance in accordance with
the approved O&M Plan of the residuals composting facility as well as the facilities related to the
Class A residuals product distribution program. The Peiunttee or his designee shall prevent
malfunctions and detenoration, operator errors and discharges,which may cause or lead to the release
of wastes to the environment, a threat to human health or a nuisance The Permittee shall maintain an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this log of
inspections for a period of at least five years from the date of the inspection and shall make this log
available to the Division upon request. [15A NCAC 02T .0108(b)]
2 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. [G.S 143-215.3(a)(2)]
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
2 This permit shall become voidable if the residuals composting facility and Class A residuals product
distribution program are not operated in accordance with the conditions of this permit. [15A NCAC
02T 0110]
3. This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation [G S 143-215 1]
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 [15A NCAC 02T 0104]
6 This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director,m whole or part for the requirements listed in 15A NCAC 02T 0110.
7 Unless the Division Director grants a variance, expansion of the peiiuitted residuals program
contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC
02T 0120(b).
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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. [15A NCAC 02T
0105(e)(3)]
Permit issued this the 23`d day of January,2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
n f-/
,Rr:Jay 7t'merman,Acting Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0018201
WQ0018201 Version 3 0 Shell Version 150101 Page 8 of 10

ATTACHMENT A-Approved Residual Sources Certification Date: January 23,2015 _
City of Goldsboro Permit Number: WQ0018201
Residuals Product Generating Facility for Residuals Composting Facility
Monitoring Monitoring Monitoring
Maximum Frequency for Approved
Owner Facility Name County Permit Biological Dry Tons Frequency for Frequency for Pathogen& Mineralization
Number Residualsi Non-hazardous Metals and
Per Year Determination 2 Nutrients' Vector Attraction Rate
Reductions
City of Goldsboro
City of Goldsboro Composting Facility and Wayne NC0023949 Yes 2,548 None None None N/A
Residuals Distribution
Residuals Composting Facility for Generating Class A Residuals for Distribution
Monitoring Monitoring Monitoring
Maximum Frequency for Approved
Owner Facility Name County Permit Biological Dry Tons Frequency for Frequency for Pathogen& Mineralization
Number Residuals i Non-hazardous Metals and Vector Attraction Rate
Per Year Determination 2 Nutrients 3 Reductions ti
City ofoWaynens 4'5
CiWQ0018201 Yes 8,052 Once per permit See Table Below See Table Below 0 1
City of Goldsboro Composting Facility Q cycle
1 Maximum Dry Tons per Year for residuals source is the amount of residuals approved for composting Maximum Dry Tons per Year for Class A residuals is the amount of residuals product
approved for dishibution from the permitted facility
2 Analyses to demonstrate that residuals are non-hazardous(i.e,TCLP,igmtability,reactivity,and corrosivity)as stipulated under permit Condition IV 2
3 Testing of metals and nutrients as stipulated under permit Condition IV 3
4 Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV 4
5 Monitoring fiequencies ate 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)
Page 1 of 1

Sludge to Disposal Flow 2013-2017
SAMPLE SLUDGE SAMPLE SLUDGE SAMPLE SLUDGE SAMPLE SLUDGE SAMPLE SLUDGE
DATE MGO DATE MGD DATE MGD DATE MGD DATE MGD
10/28/2013 0 297 10/28/2014 0 372 10/28/2015 0 278 10/27/2016 0 146 10/28/2017 0 100
10/29/2013 0 329 10/29/2014 0 283 10/29/2015 0 166 10/28/2016 0 110 10/29/2017 0 076
10/30/2013 10/30/2014 0154 10/30/2015 0 180 10/29/2016 10/30/2017 0 105
10/31/2013 0 161 10/31/2014 0 197 10/31/2015 10/30/2016 10/31/2017 0 177
11/1/2013 11/1/2014 11/1/2015 10/31/2016 0 104 11/1/2017
11/2/2013 11/2/2014 11/2/2015 11/1/2016 11/2/2017 0 087
11/3/2013 11/3/2014 11/3/2015 0 022 11/2/2016 0 162 11/3/2017 0 221
11/4/2013 0 041 11/4/2014 11/4/2015 0 303 11/3/2016 0 048 11/4/2017 0 208
11/5/2013 0 123 11/5/2014 0 038 11/5/2015 0 326 11/4/2016 0 054 11/5/2017 0 210
11/6/2013 0 116 11/6/2014 0 035 11/6/2015 0 252 11/5/2016 11/6/2017 0 054
11/7/2013 11/7/2014 0 231 11/7/2015 11/6/2016 11/7/2017
11/8/2013 0 272 11/8/2014 11/8/2015 11/7/2016 0 335 11/8/2017
11/9/2013 11/9/2014 11/9/2015 0 370 11/8/2016 11/9/2017 0 278
11/10/2013 11/10/2014 0 040 11/10/2015 11/9/2016 0 267 11/10/2017 0 047
11/11/2013 11/11/2014 11/11/2015 11/10/2016 0 227 11/11/2017 0108
11/12/2013 0161 11/12/2014 11/12/2015 0 047 11/11/2016 11/12/2017 0 026
11/13/2013 0145 11/13/2014 0470 11/13/2015 0099 11/12/2016 11/13/2017 0211
11/14/2013 0 127 11/14/2014 0 207 11/14/2015 11/13/2016 11/14/2017 0 028
11/15/2013 0 179 11/15/2014 11/15/2015 11/14/2016 0 454 11/15/2017 0 055
11/16/2013 11/16/2014 11/16/2015 0 163 11/15/2016 0 116 11/16/2017 0 259
11/17/2013 11/17/2014 0 295 11/17/2015 11/16/2016 0 092 11/17/2017
11/18/2013 0 181 11/18/2014 0 282 11/18/2015 0 293 11/17/2016 0 108 11/18/2017 0 200
11/19/2013 0183 11/19/2014 0034 11/19/2015 0091 11/18/2016 0100 11/19/2017 0091
11/20/2013 0 050 11/20/2014 0 149 11/20/2015 0 166 11/19/2016 11/20/2017
11/21/2013 0 108 11/21/2014 0 230 11/21/2015 11/20/2016 11/21/2017 0 129
11/22/2013 0 048 11/22/2014 11/22/2015 11/21/2016 0 385 11/22/2017 0 207
11/23/2013 11/23/2014 11/23/2015 0 041 11/22/2016 0 100 11/23/2017 0 439
11/24/2013 11/24/2014 0 131 11/24/2015 0 069 11/23/2016 0 102 11/24/2017 0 147
11/25/2013 0 138 11/25/2014 0 127 11/25/2015 0 306 11/24/2016 11/25/2017 0 238
11/26/2013 0 244 11/26/2014 0 061 11/26/2015 11/25/2016 11/26/2017 0 180
11/27/2013 0 150 11/27/2014 0 111 11/27/2015 11/26/2016 11/27/2017 0 298
11/28/2013 0 256 11/28/2014 11/28/2015 11/27/2016 11/28/2017
11/29/2013 0 149 11/29/2014 11/29/2015 11/28/2016 0 418 11/29/2017
11/30/2013 11/30/2014 11/30/2015 0 314 11/29/2016 0 481 11/30/2017 0 036
12/1/2013 12/1/2014 0184 12/1/2015 0259 11/30/2016 0084 12/1/2017 0191
12/2/2013 12/2/2014 0 180 12/2/2015 0 203 12/1/2016 12/2/2017 0 291
12/3/2013 0 078 12/3/2014 0 083 12/3/2015 0 173 12/2/2016 0 306 12/3/2017 0 251
12/4/2013 0 033 12/4/2014 0 215 12/4/2015 0 118 12/3/2016 12/4/2017 0 337
12/5/2013 0 165 12/5/2014 0 122 12/5/2015 12/4/2016 12/5/2017 0 273
12/6/2013 0 118 12/6/2014 12/6/2015 12/5/2016 0 403 12/6/2017 0 184
12/7/2013 12/7/2014 12/7/2015 0 358 12/6/2016 0 447 12/7/2017 0 199
12/8/2013 12/8/2014 0 221 12/8/2015 0 189 12/7/2016 0 192 12/8/2017 0 211
12/9/2013 12/9/2014 0 408 12/9/2015 0 104 12/8/2016 0 213 12/9/2017
12/10/2013 0 225 12/10/2014 0 301 12/10/2015 0 244 12/9/2016 0 392 12/10/2017
12/11/2013 0 087 12/11/2014 0 200 12/11/2015 0 196 12/10/2016 12/11/2017 0 521
12/12/2013 0 133 12/12/2014 0 301 12/12/2015 12/11/2016 12/12/2017 0 026
12/13/2013 0 137 12/13/2014 12/13/2015 12/12/2016 0 302 12/13/2017
12/14/2013 12/14/2014 12/14/2015 0 288 12/13/2016 0 198 12/14/2017
12/15/2013 12/15/2014 0 122 12/15/2015 0 148 12/14/2016 0 170 12/15/2017
12/16/2013 0 237 12/16/2014 0 276 12/16/2015 0 136 12/15/2016 0 136 12/16/2017
12/17/2013 0 035 12/17/2014 0 106 12/17/2015 0 222 12/16/2016 0 053 12/17/2017 0 045
12/18/2013 0 120 12/18/2014 0 280 12/18/2015 12/17/2016 12/18/2017
12/19/2013 0 211 12/19/2014 0 257 12/19/2015 12/18/2016 12/19/2017 0 341
12/20/2013 0 119 12/20/2014 12/20/2015 12/19/2016 0 340 12/20/2017 0 152
12/21/2013 12/21/2014 12/21/2015 0 330 12/20/2016 0 339 12/21/2017 0 194
12/22/2013 12/22/2014 12/22/2015 0 193 12/21/2016 0 061 12/22/2017 0 272
12/23/2013 0 193 12/23/2014 0 348 12/23/2015 12/22/2016 0 056 12/23/2017 0 286
12/24/2013 0 114 12/24/2014 12/24/2015 12/23/2016 12/24/2017 0 227
12/25/2013 12/25/2014 12/25/2015 12/24/2016 12/25/2017 0 388
12/26/2013 12/26/2014 12/26/2015 12/25/2016 12/26/2017 0 495
12/27/2013 0 201 12/27/2014 12/27/2015 12/26/2016 12/27/2017
12/28/2013 12/28/2014 12/28/2015 12/27/2016 0 087 12/28/2017
12/29/2013 12/29/2014 0 087 12/29/2015 12/28/2016 0 335 12/29/2017
12/30/2013 0 315 12/30/2014 0 461 12/30/2015 0 023 12/29/2016 0 129 12/30/2017
12/31/2013 12/31/2014 12/31/2015 0 157 12/30/2016 0 199 12/31/2017
12/31/2016
TOTAL= 28 101 roTAL= 36 378 TOTAL= 35 231 TOTAL= 43 401 TOTAL- 54 703
#VALUES= 199 #VALUES= 216 #VALUES= 202 #VALUES= 212 _ #VALUES= 277
AVERAGE= 0 141 AVERAGE= 0 168 AVERAGE= 0 174 AVERAGE= 0205 AVERAGE= 0 197
MAXIMUM= 0 447 MAXIMUM= 0 527 MAXIMUM= 1 153 MAXIMUM= 0 550 MAXIMUM= 0 643
MINIMUM= 0 015 MINIMUM= 0 017 MINIMUM= 0 008 MINIMUM= 0 012 MINIMUM= 0 011

Percent Solids of Disposal 2013-2017
SAMPLE c TANK% SAMPLE CAKE% .x CAKE SAMPLEc. L c
TKE% TANK CAKE.6 OLKY
DATE SOLIDS Gaups DATE SOLIDS SOLIDS DATE SOLIDS soups SAMPLE
SOLIDS Soups
11/12/2013 17 7 1 42 11/12/2014 17 6 1 73 11/12/2015 18 3 1 615 11/112016 11/12/2017
11/13/2013 16 8 1 39 11/13/2014 17 7 1 51 11/13/2015 17 3 1 72 11/12/2016 11/132017 17 3 1 37
11/14/2013 18 1 1 56 11/14/2014 17 4 1 59 11/14/2015 11/13/2016 11/14/2017
11/15/2013 16 1 1 55 11/15/2014 11/152015 11/142016 17 7 1 71 11/152017 17 7 1 41
11/16/2013 11/162014 11/16/2015 18 0 1 74 11/15/2016 17 8 1 55 11/16/2017 17 9 1 35
11/17/2013 11/172014 18 9 1 89 11/172015 17 6 1 49 11/162016 11/17/2017 17 4 1.29
11/182013 18 6 1 56 11/18/2014 17 5 1 53 11/18/2015 11/17/2016 17 3 1 59 11/182017
11/192013 18 2 1 51 11/19/2014 11/192015 17 5 1 88 11/182016 17 6 1 63 11/19/2017
11202013 11/20/2014 17 0 1 52 11202015 18 0 1 80 11/19/2016 11202017 18 1 1 48
11212013 17 0 1 46 11/21/2014 18 0 1 43 11/21/2015 11202016 11212017 18 6 1 47
11222013 17 8 1 48 11222014 11/2212015 11/21/2016 17 6 1 88 11/22/2017 16 1 1 58
11232013 11/23/2014 11/23/2015 185 236 11222016 175 158 11232017 -
11242013 11242014 16 6 1 96 11/24/2015 17 8 1 65 11/23/2016 17 5 1 88 11/24/2017
11252013 17 7 1 53 11/25/2014 17 1 1 52 11/25/2015 18 3 1 69 11242016 11252017
11262013 179 145 11262014 170 150 11262015 11/25/2016 11262017
11/27/2013 17 4 1 33 11272014 11272015 11/26/2016 11/27/2017 18 0 1 57
11282013 11282014 11282015 11/27/2016 11282017 178 142
11292013 11292014 11292015 11282016 168 181 11/29/2017 177 147
11/30/2013 11/302014 11/302015 18 1 1 78 11292016 17 8 1 47 11/302017 17 3 1 39
12/12013 12/1/2014 171 1 54 12/12015 17 6 1 75 11/30/2016 12/12017 18 7 1 30
1222013 17 6 1 74 12/2/2014 17 0 1 53 1222015 12/12016 17 0 1 86 122/2017
12/32013 18 8 1 75 12/3/2014 12/32015 17 6 1 78 1222016 17 2 1 86 12/3/2017
12/4/2013 12/4/2014 17 6 1 47 12/42015 17 2 1 93 12/3/2016 12/42017 17 8 1 54
12/52013 16 3 1 58 12/52014 16 7 1 52 12/5/2015 12/42016 12/52017 17 1 1 57
12/62013 18 2 1 47 12/62014 12/62015 12/52016 17 5 1 79 12/62017 17 1 1 36
12/72013 12/72014 12/72015 17 8 1 71 12/62016 17 9 1 72 12/7/2017 17 3 1 36
12/8/2013 12/8/2014 17 7 1 48 12/8/2015 18 7 1 60 12/72016 18 6 1 65 12/82017 17 2 1 48
12/92013 17 5 1 62 12/92014 17 4 1 49 12/92015 12/82016 12/92017
12/10/2013 17 1 1 56 12/10/2014 12/10/2015 17 1 1 87 12/9/2016 17 4 1 84 12/10/2017
12/112013 12/112014 17 1 1 68 12/112015 17 6 1 67 12/102016 12/112017 17 1 1 42
12/12/2013 15 9 1 75 12/12/2014 16 8 1 53 12/122015 12/112016 12/122017 17 5 1 30
12/132013 17 1 1 53 12/13/2014 12/132015 12/122016 17 3 1 89 12/13/2017 18 0 128
12/142013 12/142014 12/14/2015 12/132016 17 0 1 72 12/142017
12/152013 12/152014 17 7 1 79 12/152015 12/14/2016 12/152017 18 1 1 48
12/16/2013 16 3 1 75 12/162014 17 3 1 62 12/16/2015 12/152016 17 1 1 79 12/162017
12/172013 17 0 1 22 12/172014 12/172015 12/162016 16 2 1 63 12/172017
12/18/2013 17 6 1 67 12/182014 17 5 1 63 12/182015 16 5 1 85 12/172016 12/18/2017 17 5 1 58
12/192013 17 0 1 46 12/19/2014 17 8 1 50 12/192015 12/182016 12/192017 18 6 1 55
12/20/2013 17 2 1 70 12202014 12/20/2015 12/192016 18 7 1 71 12/20/2017 17 9 1 43
12212013 12/21/2014 12/21/2015 18 5 2 77 12202016 18 0 1 33 12212017
12222013 12222014 16 5 1 55 12222015 18 6 1 58 12212016 17 5 1 48 12222017
12232013 17 5 1 59 12232014 17 3 1 48 12232015 17 9 1 71 12222016 17 3 1 94 12232017
12242013 12242014 12242015 12/23/2016 12242017
12252013 12252014 12252015 12/242016 12252017
12262013 12/26/2014 12262015 12252016 12262017
12272013 174 189 12272014 12272015 12/26/2016 12272017
12282013 12/28/2014 12282015 18 5 1 64 12272016 17 2 1 62 12282017 16 2 1 20
12/2912013 12292014 17 0 1 67 12292015 18 8 1 65 12282016 17 3 1 62 12292017
12/30/2013 18 0 1 74 12/302014 17 0 1 45 12/30/2015 18 1 1 59 12292016 17 7 1 26 12/30/2017
12/312013 18 4 1 72 12/312014 19 0 1 51 12/31/2015 18 5 1 49 12/302016 17 8 1 58 12/31/2017
12/31/2016
TOTAL. 3689 9 345 84 To 3645 4 326 78 Toru 3609 9 328 22 Torn. 3552 4 32216 TOTAL. 3942 6 341 38
.vu.uEs 210 210 Es 205 204 SVµDES 202 202 ..Lues 199 199 .VALDES 224 224
AVERAGE 17 6 1 65 AVEILADE 17 8 1 60 AVERAOE. 17 9 1 62 AVERAGE 17 9 162 AVERADE. 17 6 1 52
evamme- 18 9 2 28 m m 19 6 2 74 m.zlmux 19 4 323 m.nm m 19 0 2 86 MAXIMUM. 19 5 2 24
wwmum 15 1 1 22 minimum 16 0 1 18 wwmum 15 6 1 04 wxlmum 16 2 0 74 MINIMUM 14 9 0 67

SIU.Uncont.Mass.Bal
ar ��c FLOW BOD TSS AMMONIA ARSENIC
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc Load Conc Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0 004588 4,588 213 8.15 259 9 91 54 34 2 0793 0 005 0 0002
2 Case Farms 9511/01 0 748746 748,746 837 5226 68 494 3084 80 51.22 319 8454 0.01 0 0624
3 Cooper Standard 8411/02 0.005451 5,451 18 1 0 82 19 1 0 87 3 39 0.1541 0.01 0.0005
4 Franklin Bakmg : 257 99 591 107 52 15.13 2 7527 0.01 0.0018
5 Mission Foods 6.92 8 38 0 2310 0 005 0 0001
6 Umfirst 8 205 07 2 22 0 8655 0 01 0 0039
7 WMH 8404/01 I 041535 41,535 385 133.36 155 53 69 12.81 4 4374 0 005 0 0017
8 i =
9 -
,
1011 i
---_-
12 _---
13 -
Sum of Industrial Loading(lbs/day)_> 0 8722 872187 5,685 077 3,468.789 330 3654 I 0 0707
MGD gallday mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loadmg(lbs/day)_> 8 9618,960,0001 1851 13824.381 2041 15244 191 16 521 1234.4801 0 004751 0 3550
Uncontrollable Load from Mass Bal(lbs/day)=> 8 0878 8,139.307 11,775.396 904 1147 0 2843
Uncontrollable Concen from Mass Bal(mg/L)=> I 1211 I 1751 I 13.41 1 0 00421
Uncont.from Uncont Samplmg(mg/L+lbs/day)_> ` 208 14030 09 186 12546 14 26 28 1772 65
Uncontrollable Concen From Literature(mg/L)_> I 2501 I 2501I 251 I 0.003
Uncontrollable conc.to be used in HWA(mg/L)_> 208 186 26 28 0 003
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
Page 1 of 5 pages
3/16/2018,2 27 PM
Revision August 1999

SIU.Uncont.Mass.Bal
FLOW BOD TSS AMMONIA ARSENIC
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc Load Conc Load Conc. Load Conc Load
Count (please list alphabetically) number MGD gallday mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0 004588 4,588 213 8 15 259 9 91 54 34 2 0793 0 005 0 0002
2 Case Farms 9511/01 0 748746 748,746 837 5226 68 494 3084 80 51 22 319 8454 0 01 0 0624
3 Cooper Standard 8411/02 0 005451 5,451 18 1 0 82 19 1 0 87 3 39 0 1541 0 01 0 0005
4 Franklin Baking 8512/01 0.021815 21,815 1418 257 99 591 107 52 15.13 2 7527 0 01 0 0018
5 Mission Foods 2009/01 0 003305 3,305 971 26 76 251 6 92 8 38 0 2310 0 005 0 0001
6 Unifirst 8401/01 0.046747 46,747 80 3 31 31 526 205 07 2 22 0 8655 0 01 0 0039
7 WMH 8404/01 0 041535 41,535 385 133.36 155 53 69 12 81 4 4374 0 005 0 0017
8
9 ,
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0 8722 872187 15,685 077 3,468 789 330.3654 0 0707\
MGD gallday mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day , mg/1 lbs/day
Avg Influent loadmg(lbs/day)=>l 8 961M210_02.1 185 13824 38 204 15244 19 16.521 1234 480 0.00475 0 3550
Uncontrollable Load from Mass Bal(lbs/day)=> 8 0878 8,139 307 11,775 396 904 1147 0 2843
Uncontrollable Concen from Mass Bal(mg/L)=> 1 1211 I 1751 I 13 41 ( 0.00421
Uncont from Uncont Samplmg(mg/L+lbs/day)=> I 208 14030 09 186 12546 14 26 28 1772 65
Uncontrollable Concen From Literature(mg/L)_> 1 2501 I 2501 1 251 1 0 0031
Uncontrollable conc to be used in HWA (mg/1.)_> 208 186 26.28 0.003
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance, Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
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ppm,
SIU.Uncont.Mass.Bal
i57:77EM571-7 ,77.7-771 FLOW CADMIUM CHROMIUM COPPER CYANIDE
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc Load Conc Load Conc Load Conc Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0 004588 4,588 0 002 0 0001 0 0068 0 0003 0 0498 0 0019 0.0102 0 0004
2 Case Farms 9511/01 0.748746 748,746 0 002 0 0125 0 005 0 0312 0 146 0 9117 0.01 0.0624
3 Cooper Standard 8411/02 0.005451 5,451 0 002 0 0001 0.0082 0 0004 0 0156 0 0007 0 0205 0.0009
4 Franklm Bakmg 8512/01 0.021815 21,815 0 002 0.0004 0 0189 0 0034 0 3928 0.0715 0 01 0 0018
5 Mission Foods 2009/01 0 003305 3,305 0.002 0 0001 0 0079 0 0002 0 0773 0.0021 0 0109 0 0003
6 Unifirst 8401/01 0 046747 46,747 0.0065 0 0025 0 0561 0 0219 0.227 0.0885 0 049 0 0192
7 WMH 8404/01 0 041535 41,535 0 002 0 0007 0 005 0 0017 0 0434 0 0150 0.0127 0.0044
8
9
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0.8722 872187 1 0.0163 0.0591 1 0914 I 0 0895
MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)=> 8.9618,960,000 0 001131 0 08441 0 002491 0 18611 0 03091 2 3098 0.0051 0 3736
Uncontrollable Load from Mass Bal(lbs/day)_> 8 0878 0 0681 0 1270 1 2183 0 2841
Uncontrollable Concen.from Mass Bal(mg/L)=> 1 0 00101 I 0 00191 I 0.01811 1 0 0042j
Uncont.from Uncont. Sampling(mg/L+lbs/day)_> ( 0 0084 0 5666 0 0443 2 9881 0 0053 0 3575
Uncontrollable Concen From Literature(mg/L)_> I 0 0031 1 0 051 1 0 06L1 I 0.0411
Uncontrollable conc.to be used in HWA(mg/L)_> 0 003 0.0084 0.0443 0 0053
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
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SIU.Uncont.Mass.Bal
4,. '. A: NCTTTZWIMI FLOW LEAD MERCURY, MOLYBDENUM NICKEL
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc Load Conc Load Conc Load Conc Load
Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0 004588 4,588 0 005 0 0002 0 0002 0 00001 0 0102 0 0004 0 0105 0 0004
2 Case Farms 9511/01 0 748746 748,746 0 005 0 0312 0 0002 0 00125 0.01 0 0624 0 01 0 0624
3 Cooper Standard 8411/02 0 005451 5,451 0 005 0 0002_ 0 00001 0 0005 0 0005
4 Franklin Baking 8512/01 0 021815 21,815 0 0056 0 0010 0 00004 0 01 0 0018 0 0167 0 0030
5 Mission Foods 2009/01 _0.003305 3,305 0 0078 0 0002 0 0002 0 00001 0 002 0 0001 0 0184 0 0005
6 Unifirst 8401/01 0 046747 46,747 0 0633 0 0247 0.0002 0 00008 0 0283 0 0110 0 1096 0 0427
7 WMH 8404/01 0 041535 41,535 0 005 0 0017 0 0002 0 00007 0 0113 0 0039 0 01 0 0035
8
9 ,
10
11
12
13
Sum of Industrial Loading(lbs/day)_> 0 87221 872187 I' 0 0593 0 00145 1 0 0801 f 0 1130
MGD gaUday mg/1 lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)=> 8 9618,960,0001 0 00361 0 26901 0 015771 . 17844 0 0051_0_313L51 0 0051 0 3736
Uncontrollable Load from Mass Bal(lbs/day)=> 8 0878 0 2097 1 17698 0 2935 0 2606
Uncontrollable Concen from Mass Bal(mg/L)_> 1 0 00311 I 0 01745] I 0 00441 1 0 00391
Uncont from Uncont Sampling(mg/L+lbs/day)_> 1 0 0047 0.3170 0 00015 0 0101, 0 007 0 4722 0 0077 0 5194
Th-`_, Uncontrollable Concen From Literature(mg/L)_> I 0 0491 1 0 00031 I 1 r 0.0211
Uncontrollable cont to be used in HWA(mg/L)_> - 0 0047 0 00015 0 007 0 0077
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of.Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
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Revision August 1999

SIU.Uncont.Mass.Bal
271 7 e >° e FLOW SELENIUM SILVER ZINC Oil & Grease
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc Load Conc Load Conc. Load Conc Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0 004588 4,588 0 005 0 0002 0 005 0.0002 0 2171 0 0083 21 8 0 8342
2 Case Farms 9511/01 0 748746 748,746 0 005 0.0312 0 01 0 0624 0 1794 1.1203 25 1 156.7380
3 Cooper Standard 8411/02 0 005451 5,451 0 005 0 0002 0.01 0 0005 0 845 0 0384 6 2 0 2819
4 Franklin Baking 8512/01 0 021815 21,815 0 01 0 0018 0.005 0 0009 0 475 0.0864 53 5 9.7336
5 Mission Foods 2009/01 0 003305 3,305 0 005 0.0001 0 005 0.0001 0 752 0.0207 52.7 1 4526
6 Umfirst 8401/01 0.046747 46,747 0 005 0 0019 0 01 0 0039 1 267 0 4940 142 4 55 5175
7 WMH 8404/01 0 041535 41,535 0 01 0.0035 0 005 0.0017 0 327 0 1133 30 0 10.3921
8
9 /
10
11
12
13
Sum of Industrial Loading(lbs/day)=> 0 8722 872187 0 0390 0 0698 1.8814.°-1 234 9498
MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loadmg(lbs/day)_> 8 9618,960,000 0 004751 0 3550' 0 002751 0 20551 0 165031 12 3321'
Uncontrollable Load from Mass Bal(lbs/day)_> 8 0878 0 3159 0 1357 10 4507 #VALUE'
Uncontrollable Concen from Mass Bal(mg/L)_> 1 0 00471 I 0 00201 I 0 15491 I#VALUE'I
Uncont from Uncont Sampling(mg/L+lbs/day)_> 0 004 0 2698 0.0025 0 1686 0 17 11 4669 14 0517 947 8203
Uncontrollable Concen From Literature(mg/L)_> I I 1 0 0051 I" 0 1751 I 501
Uncontrollable conc.to be used m HWA(mg/L)_> 0 004 0.0025 0 17 14 0517
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
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Revision August 1999

SIU.Uncont.Mass.Bal
iagaSt'YiirN%t7V,':\Mrr,ZA FLOW T. Phosphorus Chloride Phenol
INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge
IUP NAMES Permit/Pipe Conc Load Conc Load Conc Load Conc Load
Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
1 AP Exhaust 8407/01 0.004588 4,588 8 56 0.3275 68 5 2 6211 0.133 0.0051
2 Case Farms 9511/01 0 748746 748,746 19 53 121.9559 214 0 1,336 332 0 0463 0.2891
3 Cooper Standard 8411/02 0 005451 5,451 1 11 0 0505 34 9 1.5866 0 0531 0 0024
4 Franklin Baking 8512/01 0 021815 21,815 11.21 2.0395 114.1 20 7590 0 112 0 0204_
5 Mission Foods 2009/01 0 003305 3,305 10 68 0 2944 34 8 0 9592 0 017 0 0005
6 Umfirst 8401/01 0 046747 46,747 3 25 1.2671 85 4 33.2949 0.01 0 0039
7 WMH 8404/01 0 041535 41,535 4 98 1.7251 35 5062 0 0484 0 0168
8
9
10
11
12
13 1 •
Sum of Industrial Loadmg(lbs/day)_> 0 8722 I 127 6600 1,431 059 1 0.3381
MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day
Avg Influent loading(lbs/day)=>) 8.96 8,960,000 4 011 299 6529' ' ` 88 9 6,643 177 1
Uncontrollable Load from Mass Bal(lbs/day)_> 8.0878 171 9929 #VALUE' _6,642 839
Uncontrollable Concen from Mass Bal(mg/L)_> I 2.54981 1#VALUE!1 1 98.48191 I I
Uncont from Uncont. Sampling(mg/L+lbs/day)=> I 3 7034 249 8031 58 9951 3979 3587 0.775 52 2756
Uncontrollable Concen From Literature(mg/L)_> I I I I Ll I—I
Uncontrollable conc.to be used m HWA(mg/L)_> 3 7034 58 9951 0 775
Spreadsheet Instructions
1)Applicable Values should be entered in the Heavy Bordered cells Rest of worksheet is Choose"Uncontrollable Concentration to be used in 1-IWA"(row 31)from Uncontrollable
protected,password is"2" Concentration From "Mass Balance"(row 25),
2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5 "Sampling"(row 27),or"Literature"(row 29) Document reasons
Copy of Uncontrollable Mass Balance Spreadsheet
SIU Uncont Mass Bal
Page 5 of 5 pages
3/19/2018,2 40 PM
Revision August 1999

Uncontrollable Evaluation
Sample Location FLOW BOD AMMONIA
Used in Calculated Used in Calculated Used in Calculated
MGD < mg/L Calculation lbs/day _< mg/L Calculation lbs/day < mg/L Calculation lbs/day
(SJAFB Spreadsheet 119 30 119,30 0 00 134 8 134,8 0 00 18 39 18 39 0 00
Instructions
Benton Street 1) Data 169 40 169 4 0 00 100 26 100,26 0 00 21 06 21 06 0 00
Grantham Street entered only in Heavy 69 00 69 00 0 00 378 6 378 6 0 00 7 35 7,35 0 00
Cherry I-Iospital Bordered cells 177 60 177,60 0 00 112 2 112 2 0 00 22 24 2224 0 00
Rest of
Fremont worksheet is 277 57 277_57 0 00 237 98 237 98 0 00 27 71 27 71 0 00
rotectGenoa p password is 437 14 437,14 0 00 153 08 153,08 0 00 60,94 60 94 0 00
2„ , ,
, i r
2) For below
- detection data r
enter"<"in"<"
column,and
enter detection
level in Influent .
or Effluent ,
mg/columns
Spreadsheet .
will auto
mahcally r
calculate ___ ,
averages and
removal rates -
using 1/2
value entered
Column Averages=> 208 34 0 00 186 15 0 00 26 28 0 00
Uncontrolled Load 201.3-2017
Uncont Avg
Page 1 of 6 pages
3/16/2018, 1 44 PM
Revision August 1999

Uncontrollable Evaluation
Sample Location FLOW II C ROMIUM ' ' CYANIDE
Used in Calculated Used m Calculated Used in Calculated
MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
SJAFB Spreadsheet 0 0029 0 0029 0 0000 0 0312 0 0312 0 0000 0 005 0,005 0 0000
Instructions
Benton Street 1) Data 0 0025 0 0025 0 0000 0 0214 0 0214 0 0000 0 005 0.005 0 0000
Grantham Street entered only in 0 0075 0 0075 0 0000 0 0169 0 0169 0 0000 0 005 0,005 0 0000
Heavy
Cherry Hospital Bordered cells 0 0363 0,0363 0 0000 0 0066 0.0066 0 0000
Rest of
Fremont worksheet is 0 0133 0 0133 0 0000 0 0740 0 074 0 0000 0 005 0 005 0 0000
Genoa psswto d is 0 016 0 016 0 0000 0 0861 0 0861 0 0000 0 005 0.005 0 0000
2
2) For below
detection data,
enter"<"in'<"
column,and
enter detection
level in Influent
or Effluent 1 I
mg/I columns
Spreadsheet,
will auto-
matically �^
calculate
averages and
removal rates
using 1/2
value entered
Column Averages=> 0 0084 0 0000 0 0443 0 0000 0 0053 0 0000
Uncontrolled Load 2013-2017
Uncont Avg
Page 2 of 6 pages
3/16/2018, 1 44 PM
Revision August 1999

Uncontrollable Evaluation
Sample Location FLOW LEAD. MOLYBDENUM
Used in Calculated Used in Calculated Used in Calculated
MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
SJAFB Spreadsheet 0 0072 0.0072 0 0000 0 00011 0 00011 0 00000 0 005 0 005 0 0000
Instructions
Benton Street 1) Data 0 005 0 005 0 0000
Grantham Street entered only in 0 0048 0.0048 0 0000 0 00012 0 00012 0 00000 0 005 0 005 0 0000
Heavy
Cherry Hospital Bordered cells 0 0025 0 0025 0 0000 0 0001 0 0001 0 00000 0 0148 0,0148 0 0000
Rest of
Fremont worksheet is 0 0048 0.0048 0 0000 0 00033 0 00033_ 0 00000 0 005 0 005 0 0000
Genoa
protected swo d is 0 0043 0 0043 0 0000 0 0001 0 0001 0 00000 0 0073 0 0073 0 0000
2
2) For below
detection data,
enter„<„in <^
column and
enter detection
level in Influent
or Effluent ��
mgfl columns
Spreadsheet
will auto-
matically
calculate -
averages and
removal rates i
using 1/2
value entered
Column Averages—> 0 0047 0 0000 0 00015 0 00000 0 0070 0 0000
Uncontrolled Load 2013-2017
Uncont Avg
Page 3 of 6 pages
3/16/2018, 1 44 PM
Revision August 1999

• !
. a
I c .
Uncontrollable Evaluation
Sample Location FLOW SELENIUM 1IY4
kWedliii CalculatedLld:iiit A Calculated ,,,,,,,Vjooiii: .:, Calculated
-''''', .c
MGD < mg/L 'C'alcillatioill lbs/day < mg/L i'';Cal,culkion. lbs/day < mg/L ,p,,getilAitiN lbs/day
SJAFB Spreadsheet 0 005 -",:7,,r 0.605 0 0000 0 0035 1,-i".,-.;9:3003t 0 0000 0 0025 16.0(6625: 0 0000
Instructions
Benton Street 1) Data ,' ,;'.
-:ft, --,:' 0 0035 vit 0X)Q15 0 0000 0 0025 ':-,0t)025'. 0 0000
Grantham Street Heavy only in 0 0056 2A
,;,,,,?, :4056 0 0000 14-,,,:„„•:: -;.<,, ,
Ra:A9o2:5 0 0000
,-----, 0 0025
Cherry Hospital Bordered cells ; V , , , ,".,4-" ' , 0 0025 w19,9,04,5 0 0000
Fremont worksheet is 0 0061 ti•„._,0,00,1, 0 0000 0 0043040-043, 0 0000 0 0025 ';i-'''0'00'25 0 0000
protected,
Genoa password is 0 0139 ,-,i7-00„139, 0 0000 0 0046 '-.,n _0,0,646 0 0000 0 0025 '',,All),(125 0 0000
.....7- -
2) For below ,/ -, ;',
-:-. ..,,.:..,---A'4.. z -,-4 - ., -.` ,
detection data, .... ,i' „,,, ,
,-,,
enter"<"in"<" ,;!1<:::, ,,,-..1',.,'',, -
column,and and ,FZ-",'',,I• ' ft •,s"?.<
enter detection :';',, 'l <, '''':-.. '.; : - ,--Y.„
level in Influent ,sy, Y-.;7,---,,r1 ,`",-',4-'• ',,,;—,
or Effluent g 41-,` •--',.i"' '..,, -22,4.0, ='
mg/I columnstt
A ,
)
Spreadsheet
will auto- '
,p-, ,,
mabcally
,=%,`-",:- ..,,,,,"' ... ..
',,e`!%4.,,, ,,i,S<<<4 ,i,r ,..,
calculate -.Flt:0'z;:,_ ';''!: . ...'„""'' '' --:
averages and ,ifj?"-**'R -,4,,, ,F-• ...,,,,,
removal rates
using 1/2 '''fli, $';‘,-_,'-',,,'''',
value entered 7,
.? : ' ,
*-,',1A4\'-'
INE .,
7,7
;,,,.„, ''',-z. --,:,', i-r 4,'
,,,,,,h; P-^ *--,',.'.,'v ', ,,,,a• ..,2-,-'.:
,-
;'
.... ....,,,,,,
ii ,
,'-,`-- .:—.
:'41. ,,,1='
•,-,"-,,,,-§: -.:'-
Column Averages=> 0 0077 0 0000 0 0040 0 0000 0 0025 0 0000
Uncontrolled Load 2013-2017
Uncont Avg
Page 4 of 6 pages
3116/2018, 1 44 PM
Revision August 1999

Uncontrollable Evaluation
Sample Location FLOW OIL&GREASE :Chlorides
Used in Calculated Used in Calculated Used in Calculated
MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
SJAFB Spreadsheet 0 1737 0 1737 0 0000 10 75 10.75 0 0000 30 62 30 62 0 0000
Instructions
Benton Street 1) Data 0 1278 0 1278 0 0000 19 86 19 8 1111 41 0222 41 0222 0 0000
Grantham Street entered only in 0 0895 0.0895 0 0000 5 64 1 1111 29 58 29.58 0 0000
Heavy
Cherry Hospital Bordered cells 0 2324 0 2324 0 0000 26 42 26 42 1 1111 58 31 58 31 0 0000
I Rest of
Fremont worksheet is 0 2188 0 2188 0 0000 4 07 4 07 1 1111 22 71 22 71 0 0000
Genoa
protected,
password is 0 1777 0 1777 0 0000 17 57 17 57 1 1111 171 73 171,7286 0 0000
..2..
2) For below
detection data
enter"<"in <'
column,and
enter detection
level in Influent
or Effluent
mg/I columns
Spreadsheet
will auto-
matically
calculate
averages and
removal rates
using 1/2
value entered '
r '
Column Averages=> 0 1700 0 0000 14 0517 0 0000 58 9951 0 0000
Uncontrolled Load 2013-2017
Uncont Avg
Page 5 of 6 pages
3/16/2018, 1 44 PM
Revision August 1999

Uncontrollable Evaluation
Sample Location FLOW Ti i1;Phosphorus - Phenol ., ,..Nitrogen
Used in Calculated Used in Calculated Used in Calculated
MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day
SJAFB Spreadsheet 3 179 3 179 0 00001.10 033 0,033 0 0000 27 42 27 42 0 0000
Benton Street 1)strucDattaons 3 818 3 818 0 0000 0 0372 0 0372 0 0000 35 67 35 67 0 0000
Grantham Street entered only in 2 572 2 572 0 0000 "......• 0 0616 0 0616 0 0000 12 45 12 45 0 0000
Heavy
Cherry Hospital Bordered cells 4 07 4 07 0 0000 0 0896 00896 0 0000 32 21 32 21 0 0000
Rest of
..,
Fremont worksheet is 4 2782 4,2782 0 0000 4 2867 4 2867 0 000024 65 24 65 0 0000
prosword is 4 3033 4 3033 0 0000 ...ow
Genoa pa 0 1418 0 1418 0 0000 115 24 115,24 0 0000
,
2) For below
detection data, , 1 ��
enter"<"in"<"
1 column,and . imm...
enter detection
level in Influent
or Effluent
mg/I columns
Spreadsheet ^ '�
will auto-
matcally r
calculate _
averages and lei
removal rates � 1
using 1/2 .. ... .1
value entered - i , i
Column Averages=> 3 7034 0 0000 0 7750 0 0000 41 2733 0 0000
Uncontrolled Load 2013-2017
Uncont Avg
Page 6 of 6 pages
3/20/2018, 3 19 PM
Revision August 1999

Headworks Analysis Guidance Page 1 of 5
Printed 3/20/2018,3 18 PM
A I B I C I D I E I F I G I H I I I J 1 K
1 Headworks Analysis Spreadsheet Spreadsheet Instructions
2 POTW Name GOLDSBORO 1) Applicable Values should be entered in the Heavy Bordered Blue cells The rest of worksheet is
3 Date 4/1/2018 protected,password is"2"
4 POTW NPDES#_> NC0023949 2) Additional pollutants can be added in cells A34 to A42 Note all Pollutant names are linked from
5 POTW Sludge Permit#_> W00004477 here 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)= 14 2 <=used mAT only 3) Formulas are discussed in the Comprehensive Guidance HWA Chapter
8 POTW Average Flow(MGD)= 8 96 <„sed n HWA calculations 4) HWA,AT and HASL worksheets are linked MAHLs,Basis,and Uncontrollable load are
automatically entered into AT from this worksheet
9 Uncontrollable Flow(MGD)= 8 09 5)If red tab notes are not visible,they can be turned on in the"Tools"menu under"options",in the
10 7Q10 Stream Flow(MGD)= _ 175 13 "view"tab click the"comment indicator only"button
11 Stream Classification= C
^-rc
13 Class of Sludge generated(A,or B) A
14 Sludge to NestorFlow GD= 1 5 times use
g g (M ) Through talc for different POTW Design
15 Sludge to Disposal Flow(MGD)= 0 177 design cntena flows Criteria
16 %Solids to Disposal= 17 8 Design Values Average Flow Permitted Flow Loading
17 Sludge Site Area(acres)= WWTF Influent BOD(mg/1) 240 439 6 277 4 x
18 Sludge Site Life(yrs)= WWTF Influent TSS(mg/1) 353 2702 7 1705 4 x
19 Age of Sludge Site(yrs)= WWTF Influent NH3(mg/1) 18 8 96 2 60 7 x
20 WWTF Influent Total N(mg/1) 38 48 9 30 9
21 Pass-Through Loading Calculations WWTF Influent Total P(mg/1) 4 7__ 66 7 42 1
OH C•1111 1•111011Mill
Stream Standard Pass-Thru Minimum
NPDES LIMIT Plant Removal Removal rate NPDES Loading Standard Stream Loading Design Criteria Loading Pass-Thru
23 Pollutant (mg/I) Rate(%) Source (lbs/day) (mg/I) Standard Source', (lbs/day) Loading(lbs/day) (lbs/day) Basis
24 BOD 4 99 09 LTMP 32,847 l 28,423 28,423 Design
25 TSS 30 98 89 LTMP 201,963 41,805 41,805 Design
26 Ammonia 1 99 0 LTMP 7,185 2,226 2,226 Design
27 Arsenic 45 LITERATURE 0 05 NC WQS-AL 139 5737 139 5737 Stream Std
28 Cadmium 67 LITERATURE 0 002 NC WQS-AL 9 3049 9 3049 Stream Std
29 Chromium 82 LITERATURE 0 05 NC WQS-AL 426 4752 426 4752 Stream Std
30 Copper 91 98 LTMP AL POC
31 Cyanide 69 LITERATURE 0 005 NC WQS-AL 24 7631 24 7631 Stream Std
32 Lead 61 LITERATURE 0 025 NC WQS-AL' 98 4173 98 4173 Stream Std
33 Mercury 92 58 LTMP 0 000012 NC WQS-AL 0 24830 0 24830 Stream Std
34 Molybdenum 33 LITERATURE
35 Nickel 42 LITERATURE 0 088 NC WQS-AL 232 9437 232 9437 Stream Std
36 Selenium 50 LITERATURE 0 005 NC WQS-AL 15 3531 15 3531 Stream Std
37 Silver 75 LITERATURE AL POC
38 Zinc 76 41 LTMP AL POC
39 Total Nitrogen 4 62 90 56 LTMP 3657 1607 ( 4500 264 3657 161 NPDES
40 Total Phos 2 97 LTMP 4981 7600 556 6116 4981 760 NPDES
41 Chloride 230 NC WQS-AL
42 Oil&Grease
43 Phenol 81 51 LTMP 0 3 NCDWQ 2491 0394 2491 0394 Stream Std
44 f
45 g
46 h
47 I
Modeled after Chapter 5-HWA Guidance,Appendix 5-A(Excel hwa 930730)
Revision Date August 1999

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_ A I B I C I D I E I F I G 1 H 1 I I J 1 K
49 Average Influent NH3(mg/1)
50 Average Anaerobic Digester NH3(mg/1)
51 Inhibition Loading Calculations only enter when have ANAEROBIC digester
A S/Nit,/T F A S/Nit,/T F A.S/Nit,/T F Digestor Minimum Minimum
Primary Primary Inhibition Inhibition Inhibition Inhibition Digestor Inhibition Inhibition
Removal Rate Removal Rate Concentration Concentration Loading Concentration Inhibition Digestor Inhibition Loading Loading
52 Pollutant (%) Source (mg/1) Source (lbs/day) (mg/I) Conc.Source Loading(lbs/day) (lbs/day) Source
_53 BOD
54 TSS
55 Ammonia 480 LIT-AS 35868 6720 35868 67 AS/NttITF tr
56 Arsenic 0 1 LIT-AS 7 4726 7 4726 AS/Nit/TF in
57 Cadmium 1 LIT-AS 74 7264 74 7264 AS/Ntt/PF in
58 Chromium 0 394 LIT-2006 29 4422 29 4422 AS/Nit/TF in
59 Copper 0 48 LIT-2006 35 8687 35 8687 AS/Nit/TF in
60 Cyanide 0 1 LIT-AS 7 4726 7 4726 AS/Nit/TF it
61 Lead 0 5 LIT-N 37 3632 37 3632 AS/Nit/TF tr
62 Mercury 0 1 LIT-AS 7 4726 7 4726 AS/N1t/TF it
63 Molybdenum
64 Nickel 0 25 LIT-N 18 6816 _ 18 6816 AS/Nit/TF irr
65 Selenium
66 Silver 0 25 LIT-AS 18 6816 18 6816 AS/Nit/TF in
67 Zmc 1 LIT-2006 74 7264 74 7264 AS/Nd/TF ir
68 Total Nitrogen
69 Total Phos
70 Chlonde 180 LIT-N 13450 7520 13450 7520 AS/Ntt/TF In
71 Oil&Grease
72 Phenol 4 LIT-N ' 298 9056 298 9056 AS/Ntt/fF in
73 f
74 g
75 h
76 I
Modeled after Chapter 5-HWA Guidance,Appendix 5-A(Excel hwa 930730)
Revision Date August 1999

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A I B I C I D I E I F I G I H I 1 I J 1 K
77
78 Sludge Loading Calculations
Sludge Ceiling Class A Limits Class A Limits Class A Limits Minimum Minimum
Sludge Ceiling Sludge Ceiling Load Cumulative Sludge Cumulative Monthly Monthly Avg Mon Avg Load - Sludge Sludge
Concentration Load -HASL Cole- Rate Limit Sludge Loading Average Rate Loading HASL Cale.- Loading Loading
79 Pollutant Limit(mg/kg) (lbs/day) (lbs/day) (lbs/(acre"life)) (lbs/day) Limit(mg/kg) (lbs/day) (lbs/day) (lbs/day) Sorce
80 BOD
81 TSS
82 Ammonia .
83 Arsenic 75 43 7933 36 41 23 9404 23 9404 Class A,Mo
84 Cadmium 85 33 3352 34 39 15 2950 15 2950 Class A,Mo
85 Chromium
86 Copper 4300 1228 3846 1338 1500 428 5063 428 5063 Class A,Mo
87 Cyanide
88 Lead 840 361 8335 267 300 129 2262 129 2262 Class A,Mo
89 Mercury 57 16 1777 15 17 4 8249 4 8249 Class A,Mo
90 Molybdenum 75 59 7182 59 7182 Sludge Cella
91 Nickel 420 262 7600 374 420 262 7600 262 7600 Sludge Celli]
92 Selenium 100 52 5520 89 100 52 5520 52 5520 Sludge Ceilu
93 Silver
94 Zinc 7500 2579 1131 2498 2800 962 8689 962 8689 Class A,Mo
95 Total Nitrogen
96 Total Phos
97 Chlonde
98 Od&Grease
99 Phenol
100 f
101 g
102 h
103 I
104
Modeled after Chapter 5-HWA Guidance,Appendix 5-A(Excel hwa 930730)
Revision Date August 1999

4
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A I B I C I D I E I F I G H I I I J I K
105 Maximum Allowable Headworks Loading Calculations
maximum
Minimum Pass Minimum Minimum Minimum Minimum Allowable
Through Loading Pass Through Inhibition Loading Inhibition Loading Sludge Loading Sludge Loading Headworks Maximum Allowable
106 (lbs/day) Source (lbs/day) Source (lbs/day) Sorce Loading(lbs/day) Headworks Loading Source
107 BOD 28422 7 Design 28422 7 Design
108 TSS 41805 1 Design 41805 1 Design
109 Ammonia 2226 4 Design 35868 6720 AS/Nit/TF tnlubiti 2226 4 Design
110 Arsenic 139 5737 Stream Std 7 4726 AS/Nit/TF inhibit" 23 9404 Class A,Mon Avg 7 4726 AS/Nit/TF inhibition
111 Cadmium 9 3049 Stream Std 74 7264 AS/Nit/TF inhibits 15 2950 Class A,Mon Avg 9 3049 Stream Std
112 Chromium 426 4752 Stream Std 29 4422 AS/Nit/TF inhibit' I 29 4422 AS/Nit/TF inhibition
113 Copper 35 8687 AS/Nit/TF inhibit 428 5063 Class A,Mon Avg 35 8687 AS/Nit/TF inhibition
114 Cyanide 24 7631 Stream Std 7 4726 AS/Nit/TF inhibits I 7 4726 AS/Nit/TF inhibition
115 Lead 98 4173 Stream Std 37 3632 AS/Nit/TF inhibits 129 2262 Class A,Mon Avg 37 3632 AS/Nit/TF inlubition
116 Mercury 0 24830 Stream Std 7 4726 AS/Nit/TF inhibit" 4 8249 Class A,Mon Avg 0 24830 Stream Std
117 Molybdenum 59 7182 Sludge Ceiling 59 7182 Sludge Ceiling
118 Nickel 232 9437 Stream Std 18 6816 AS/Nit/TF inhubiti 262 7600 Sludge Ceiling 18 6816 AS/Nit/TF mlubttion
119 Selenium 15 3531 Stream Std 52 5520 Sludge Ceiling 15 3531 Stream Std
120 Silver 18 6816 AS/Nit/TF inhibits 18 6816 AS/Nit/TF inhibition
121 Zinc 74 7264 AS/Nit/TF inhibits 962 8689 Class A,Mon Avg 74 7264 AS/Nit/TF inhibition
122 Total Nitrogen 3657 2 NPDES 3657 1607 NPDES
123 Total Phos 4981 8 NPDES 4981 7600 NPDES
124 Chloride 13450 7520 AS/Nit/TF inhibits 13450 7520 AS/Nit/TF inhibition
125 Oil&Grease
126 Phenol 2491 0 Stream Std 298 9056 AS/Nit/TF inhibits 298 9056 AS/Nit/TF inhibition
127 f
128 g
129 is
130 I
131
Modeled after Chapter 5-HWA Guidance,Appendix 5-A(Excel hwa 930730)
Revision Date August 1999

a
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A I B I C I D I E I F I G 1 H 1 I 1 J 1 K
132
133 Maximum Allowable Industrial Loadings Calculations
Maximum
Maximum
Allowable Check to Use Uncontrollable Allowable
Headworks Loading HASL Calcs Concentration Uncontrollable Uncontrollable Industrial Design vs Pass-
134 Pollutant (lbs/day) MARL Basis (x) (mg/I) Source Load(lbs/day) Load(lbs/day) Thru Warning
135 BOD 28422 7200 Design 208 LTMP 14033 8848 14388 8352
136 TSS 41805 0840 Design 186 LTMP 12549 5316 29255 5524
137 Ammonia 2226 4464 Design 26 28 LTMP 1773 1274 453 3190
138 Arsenic 7 4726 AS/Nit/TF inhibition 0 003 LTMP 0 2024 7 2702
139 Cadmium 9 3049 Stream Std 0 003 LTMP 0 2024 9 1025
140 Chromium 29 4422 AS/Nit/TF mlubiti N/A 0 0084 LTMP 0 5668 28 8754
141 Copper 35 8687 AS/Nit/TF inhibition 0 0443 LTMP 2 9889 32 8797
142 Cyanide 7 4726 AS/Nit/TF inlubitil N/A 0 0053 LTMP 0 3576 7 1150
143 Lead 37 3632 AS/Nit/TF inhibition 0 0047 LTMP 0 3171 37 0461
144 Mercury 0 24830 Stream Std 0 00015 LIMP 0 01012 0 23818
145 Molybdenum 59 7182 Sludge Ceiling 0 007 LTMP 0 4723 59 2459
146 Nickel 18 6816 AS/Nit/TF inhibition 0 0077 LTMP 0 5195 18 1621
147 Selenium 15 3531 Stream Std 0 004 LTMP 0 2699 15 0832
148 Silver 18 6816 AS/Nit/TF udubiti N/A 0 0025 LTMP 0 1687 18 5129
149 Zinc 74 7264 AS/Nit/TF miubition 0 17 LTMP 11 4700 63 2564
150 Total Nitrogen 3657 1607 NPDES 41 27 LTMP 2784 5117 872 6490
151 Total Phos 4981 7600 NPDES 3 7034 LTMP 249 8706 4731 8894 Warning-MAHL exceeds Design Criteria,
152 Chlonde 13450 7520 AS/NitrIF inhibition 58 9951 LTMP 3980 4348 9470 3172
153 Oil&Grease I 14 0517 LTMP 948 0766
154 Phenol 298 9056 AS/NitffF tnlubitton 0 775 LTMP 52 2897 246 6159
155 f
156 g
157 h
158 I
Modeled after Chapter 5-HWA Guidance,Appendix 5-A(Excel hwa 930730)
Revision Date August 1999

HASL Sludge Report 2017
Date Date Date Date Date Date
1/30/2017 3/15/2017 5/12/2017 8/22/2017 10/5/2017 11/17/2017
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
Parameter Maximum
Arsenic 6 32 8 05 3 38 2 21 2 28 1 88 8.05 mg/kg
Cadmium 0 77 0 90 0 87 1 38 0 58 0 46 1.38 mg/kg
Copper 108 73 99 74 101 12 56 59 69 57 54 79 108.73 mg/kg
Lead 16 93 16.99 18 12 8 22 11 73 8 68 18.12 mg/kg
Mercury 0 24 0 26 0 35 0 35 0 25 0 28 0.35 mg/kg
Molybdenum 3 77 2 92 3 23 2 11 1 49 1 89 3.77 mg/kg
Nickel 9 04 8 78 8 85 4 25 4 99 4 65 9.04 mg/kg
Selenium 2 74 2 80 2 58 2.72 2 31 2 21 2.80 mg/kg
Zinc 463 85 428 59 393 62 212 53 282 33 225 63 463.85 mg/kg

Name HWAATHASL, Worksheet Name HASL Page 1 of 1
Printed 3/19/2018,10 50 AM
Headworks Addendum for Sludge Loadings(HASL)worksheet
Class A-Comnosted Sludge
POTW Name=> GOLDSBORO Spreadsheet Instructions
POTW NPDES#=> NC0023949 MAHL_sv= (Q_potw*C_mf*8 34)/(%_adl)lbs/day
POTW Sludge Permit#=> W00004477 1) Data entered only in Heavy Bordered cells Rest of worksheet is
Date=> 4/1/2018 protected,password is"2" Q_potw=Average POTW flow(mgd)
POTW Average Flow=> 8 96 mgd C_inf=Average influent concentration(mgd)
Avg sludge flow to Disposal=> 0 177 mgd 2)This spreadsheet changes based on the class of sludge generated %_adl= Per percentage of Sludge Limit as decimal
Average%Solids to Disposal=> 17 80 % inputted in cell C13 of the HWA spreadsheet The title and the limits in (example enter 117%as 1 17)
Sludge Site Area permitted=> 0 acres column G of this spreadsheet are updated automatically 8 34= Conversion Factor
3)Formulas in Comprehensive Guidance HWA Chapter,Section K
Enter actual Calculate MAHL_sv
CUMULATIVE Flag if> based on%of
LOADING data Class A Enter actual 80%of Monthly Average
from most recent Flag if Monthly MAXIMUM SLUDGE %of Applicable Concentration Limits
CUMULATIVE Sludge Report for %of Greater Average CONC from most Applicable Ceiling Flag if> Enter Average to Protect Sludge
SLUDGE the most heavily Cumulative than Concentrations recent Sludge Report Ceiling Conc Conc 100%of POTW Influent Quality(insert these
POLLUTANT LOADING LIMITS loaded field' Limit 80% Limits or LTMP Data Limit Limit the Limit Conc values into HWA)
lbs/acre lbs/acre mg/dry kg mg/dry kg % Flag Flag mg/I lbs/day
Arsenic 36 41 8 050 19 6 % 0 0048 1.8078
Cadmium 3439 1 380 3 5 % 0 001 2 3758
--•
Chromium
Copper 1338 1500 108 730 72 % 0 0309 31.8651
Lead 267 300 18 120 6 0 % 0 00360 4 4477
Mercury 15_ 17 0 350 2 1 % 0 01577 57 2201
Molybdenum 75 3 770 5 0 % 0 00500 7 4330
Nickel 374 420 9 040 2 2 % 0 00500 17 3590
Selenium 89 100 2 800 2 8 % 0 0048 12 7435
Zinc 2498 -..i 2800 463 850 16 6 % 0 1650 74.4419
If over ceiling conc
IF Greater than 80%Flag POTW MUST SUBMIT If Greater than 80%of the concentration limit POTW POTW must reduce
LAND APP&METALS MANAGEMENT PLAN n/a i MUST SUBMIT METALS MANAGEMENT PLAN n/a MAHL n/a
1 The most heavily loaded field is determined for each polluntant indivisually,and is the field that contains the highest amount(lbs/acre)of that polluntant