WQ0034842_Residual Annual Report 2019_20200218

Initial Review
INITIAL REVIEW
Reviewer Williams, Kendall
Is this submital an
application?*
r Yes r No
Annual Report 2019
Year*
Date Paper Copy 2/18/2020
Received:*
Project Number* WQ0034842
Email Notifications
...................................................................................................
Does this need O Yes
review by the a No
hydrogeologist? *
Regional Office
CO Reviewer
Admin Reviewer [e-mail]

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by NJB Staff regarding electronic submittal, confirmation of receipt, and other issues.
....................................................................................................................................................................................................................................................................................................................................................................................................
Name * Martin Mabe
Email Address*
[e-mail]
Project Information
........................................................................................................................................................................
Submittal Type* f New Permit Application
r Renewal
r Annual Report
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number* WQ0034842
Applicant\Permittee * Daniel K. Williams
Facility Name * Town of Morehead City
Phone Number*
336-312-1396
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
One hard copy is being mailed.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
MHC - 2019 Class A Annual Report.pdf 5.21 MB
Upload only 1 RJF document. K/Ultiple docurrents rust be combined into one RJF file.
For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contact the reviewer or Tessa Monday. If a paper application is required,
be advised, applications accepted for pre -review until both the paper and electronic copies have been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (caIcs, soils report, specs, etc.
o one full-size engineering plan set
o One 11x17" engineering plan set
0 one extra set of specifications
o Fee (if required}
Mailine address:
Division of Water Resources Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
---- --- - --- - --- ------------ ------------------------------------i----------------------------------------------------------------------------
1617 Mail -service Center Att: Nathaniel Thornburg, 9"' Floor, Office #942W
---- -NC �-- - -------------------------------------------- ------------------------------------------------
Raleih, 7699-1617 512 N. SaVisbury St
For questions or problems contact Tessa Monday at [e-mail] or 919.707.3660.

* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
Submission Date 2/17/2020

2019 ANNUAL REPORT
LAND APPLICATION PROGRAM
TOWN OF MOREHEAD CITY
PERMIT #WQ0034842
Prepared For:
Town of Morehead City
706 Arendell Street
Morehead City, North Carolina 28557
Compiled By:
Willcox & Mabe Soil Solutions, PLLC
7231B Summerfield Road
Summerfield, North Carolina 27358
February 2020

February 17, 2020
NCDEQ-DWR I Non -Discharge Compliance Unit
512 North Salisbury Street,
9' Floor, Office #942X
Raleigh, North Carolina 27604
Attention: Non -Discharge Compliance Unit
1+ t k
willcox&mabe
SOIL SOLUTIONS
Reference: 2019 LAND APPLICATION ANNUAL REPORT
Town of Morehead City, North Carolina
Permit No. WQ0034842
WMSS Project No. 15-11 Phase: 07
Willcox & Mabe Soil Solutions, PLLC (WMSS) is submitting all monitoring and reporting
requirements as specified in the above referenced permit for the Town of Morehead City,
North Carolina (Morehead City) on behalf of Morehead City. WMSS compiled this report
using data gathered during the compliance year from Morehead City. This data includes: 1)
Class A Annual Distribution of Marketing / Surface Disposal Certification and Summary
Form, 2) Annual Residual Sampling Summary Form, 3) Annual Pathogen and Vector
Attraction Reduction Form (503), and 4) Analytical Data.
Morehead City distributed a total of 47.21 Dry Tons of residual solids during the 2019
calendar year.
If there is any further information required or questions regarding this land application
program please do not hesitate to contact Mr. Chad Sutton, W WTP Supervisor (252-726-
6237) for further assistance.
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Aujj_
Martin Mahe
N.C. Land Application/Residuals Operator #22753
Enclosure(s)
cc: Town of Morehead City
Shared\WMSS Projects\2015\15-11 Morehead City\Phase 07 - 2019 Annual Report\2019 ANNUAL REPORT.doc
Willcox & Mabe Soil Solutions, PLLC /7231B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Marlin 336.312.1396 / www,willcoxmabesoil.com

Town of Morehead City
706 Arendell Street
Morehead City, North Carolina 28557
252-726-6237
TOWN OF MOREHEAD CITY
NPDES #NC0026611
NC PERMIT # WQ0034842
Mr. Carl Dangerfield, WWTP Superintendent
Town of Morehead City
706 Arendell Street
Morehead City, NC 28557
2018 Morehead City WWTP Dry Tons 47.21
2018 Morehead City WWTP Dry Metric Tons 42.82
Total Dry Metric Tons 42.82

TABLE OF CONTENTS
SECTION NO. TITLE
Form DMSDF
II Form RSSF
III Form PVRF 503
IV Analytical Data

FORM DMSDF

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FORM PVRF 503

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Town of Morehead City WQ Permit Number: W00034842
WWTP Name: Town of Morehead City W WTP NPDES Number: NCO02661
Monitoring Period: From 1/1/2019 To 12/312019
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternativ f d
Class A.
Alternative I El
Alternative 2 ❑
e per orme .
Alternative 3 ❑
Alternative 4 ❑
Alternative 5 ❑
Altemative 6 ❑
If applicable to alternative performed (CInss A only) Indicate "Process to Further Reduce Pathogens":
Corn ost ❑ Heat Drying ❑ Heat'freatment ❑ Thermoplrilic ❑
Beta Ra ❑ I Gamma Ra ❑ Pasteurization ❑
Class B:
Alternative 1 ❑
Alternative 2 ❑
If applicable to after nntltSo
ve permed (Class B only) Indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑ Air Drymiz Composting ❑ jAerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative erformed (Class A or Class B) corn lete the followin monitorin data:
Parameter
Allowable Level
ableSludge
Pathogen Density
g ty
Umber o
FrequencySample
na ica
in
Minimu
Geo. Mean
Maximu
Units
Excee-
of Analysis
Type
Tech.
� x 10 to tha
6th power
MPN
per gram of
Fecal Coliform
wtal solids
CEU
1000 mper gram
oftotaisosolid (dry
3
3
3
MPNlg
0
Annual
Grab
92210E
wei t
Salmonella bacteria
3 MPN per 4 grams
(in lieu of fecal
total solid (dry
coliform)wcieht
Venn. AIIW
Alt.! (VS reduction) ❑
Alt. 2 (40-day bench) 01
r. ,............
Alt. 3 (30 day bench) ❑ Alt. 4 (Spec. Or uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization p
Alr 7 (Drying -Stable) ❑ Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
jAlt, 10 (Incorporation) ❑
lNo vector attraction reduction alternatives were performed ❑
.arc r rr rl. A t tutu t A t Gtvtrarr (please check the appropriate statement)
p "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have been met."
❑ "1 certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have not been met." (Please note if you check
this statement attach an explanation why you have not met one or both of the requirements.)
This determination has been made under my direction and supervision in accordance with the system
designed to ensure that qualified personnel properly gather and evaluate the information used to determine
that the pathogen and vector attraction reduction requirements have been met. I am aware that there are
significant penalties for false certification including fine and imprisonment."
Chad Sutton - W WTP Superintendent
Prepare /amm and T' e ( rent)
Signature of Preparer" Date
Land Appher Name and Title (if applicable)(type or print)
Signature of Land Applier (if applicable) Date
'Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 503 t1220061

ANALYTICAL DATA

TOWN OF MOREHEAD CITY
LAND APPLICATION PROGRAM
CLASS A EQ RESIDUALS ANALYSIS
Residual Type: Wastewater Treatment Plant
Date Sampled: August 27, 2019
Morehead City
72.30 % Solids
12.05 pH
Permit No. W00034842
Parameter
%
Mg/Kg Dry Weight
(% x 10.000)
Pounds/Dry Ton
(Mff/Kg x 0.002)
Nitrogen (TKN)
2.740
27,400.000
54.800
Phosphorus
0.017
166.000
0.332
Potassium
0.271
2,710.000
5.420
PAN injected?
0.845
3.869.500
7.739
PAN (surface)*
0.829
3,777.000
7.554
Ammonia Nitrogen
0.032
321.000
0.642
Calcium
20.300
203,000.000
406.000
Calcium Carbonate E .
---
--
Magnesium
0.495
4,950.000
9.900
Sodium
0.500
5,000.000
10.000
Sulfur
__
itrate N / Nitrite N
--
1.160
0.002
Barium
Chloride
-_
__
___
___
__
SAR
2.54
Iron
---
---
--
Ceiling Concen.
Aluminum
---
10,000.00
20.000
(Mg/Kg)
Arsenic
---
4.14
0.008
75
Cadmium
---
1.700
0,003
85
Chromium
---
10.500
0.021
---
Copper
---
538.00
1.076
4,300
Lead
---
10.20
0.020
840
Mercury
---
0.4700
0.001
57
Molybdenum
---
3.62
0.007
75
Nickel
---
8.41
0.017
420
Selenium
---
4.15
0.008
100
Zinc
---
639.00
1278 1
7,500
Environmental Chemists, Inc. 2019-14315
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) +Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or <detection limits are listed as detection limits
for calculation purposes.
t
willcox&mabe
Prepared By: S O I L S O L U T I O N S

s. Environmental Chemists Inc.
0 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
J 710 Bowsertown Road, Vlanteo, NC 27954 • 252.473.5702 Lab/Fax
' 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING
CHEMISTS info(r�environnlentalchemistscom
Town Of Morehead City
706 Arendell Street
Morehead City NC
Attention: C. Sutton
Lab ID Sample ID:
19-36800 Site: Class A
Test
Date of Report: Oct 01, 2019
Customer PO #:
28557 Customer ID: 09020011
Report #: 2019-14315
Project ID: Sludge
Chlordane (TCLP)
Endrin (TCLP)
Heptachlor (TCLP)
Heptachlor epoxide (TCLP)
Lindane (TCLP)
Methoxychfor (TCLP)
Toxaphene(TCLP)
IIA-Dichlorobenzene (TCLP)
2,4,5-Trichlorophenol(TCLP)
2,4,6-Trichlorophenol (TCLP)
2,4-Dinitrotoluene (TCLP)
Cresol (TCLP)
Hexachloro-1,3-butediene (TCLP)
Hexachlorobenzene (TCLP)
Hexachloroethane (TCLP)
m + p-Cresol (TCLP)
Nitrobenzene (TCLP)
o-Cresol (TCLP)
Pentachlarophenol (TCLP)
Pyridine (TCLP)
pH
Paint Filter Test
2,4,5-TP (TCLP)
2,4-D (TCLP)
1,1-Dichloroethylene (TCLP)
1,2-Dichloroethane (TCLP)
Collect Datefrime Matrix
8/27/2019 10:30 AM Solid/Sludge
Method
SW 846 Method 80818/3510
SW 846 Method 8081BI3510
SW 846 Method 8081 B/351a
SW B46 Method BOB1B/3510
SW 846 Method 8081W351a
SW 846 Method 8081813510
SW 846 Method BOB1 B/3510
SW 846 method 827=510
SW 845 method 8270/3510
SW 846 method 827013610
SW 846 method 8270/3510
SW 848 method 8270/3510
SW 846 method 8270/3510
SW 846 method 8270/3510
SW 846 method 8270/3510
SW 846 method 827013510
SW 846 method 827OJ3510
SW 846 method 8270/3510
SW 846 method 8270/3610
SW 846 method 8270/3510
SW 846 Method 9045D
SW 845 Method 9095 A
SW846 Method 8151A
SW846 Method 8161A
SW848 Method 626015030
SW846 Method 8260/5030
Results
Sampled by
Nate Johnson
Date
<0.02 mg/L
09/02/2019
<0.0005 mg/L
09/02/2019
<0.0005 mg/L
09102/2019
<0.0005 mg/L
09/02/2019
<0.0005 mg/L
09/02/2019
<0.0005 mg/L
09/02/2019
<0.05 mg/L
09/02/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
0.156 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
0.156 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
<0.050 mg/L
08128/2019
<0.250 mg/L
08/28/2019
<0.050 mg/L
08/28/2019
12.05 units
09/12/2019
pass
09/1112019
<0.01 mg/L
08/30/2019
<0.04 mg/L
08/30/2019
<0.02 mg/L
09/10/2019
<0.02 mg/L
09/10/2019
Report*;; 2010-14315
Page 1 of 4

Environmental Chemists, Inc.
i 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473,5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5543 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS
inl'a(a environmen1E11cbemists.com
Town Of Morehead City
706 Arendell Street
Date of Report: Oct 01, 2019
Morehead City NC
28557
Customer PO #:
Attention: C. Sutton
Customer ID: 09020011
Report#: 2019-14315
Project ID: Sludge
Benzene (TCLP)
SW046 Method B260/5030
Carbon Tetrachloride (TCLP)
SW846 Method 8260/5030
<0.02 m /L
9
09/10/2019
Chlorobenzene (TCLP)
SW846 Method 8260/5030
<0.02m /L
9
09110/2019
Chloroform (TCLP)
SWa48Method 8260/5030
<0.02 m /L
9
09l10/2019
Methyl ethyl ketone (TCLP)
SW846 Method 826a5o3o
<0.02m /L
9
09/10/2019
Tetrachlorcethylene(TCLP)
SW846method 826015030
0.16 m /L
9
09/10/2019
Trichloroethylene (TCLP)
SW046 Method 8260/5030
<0.02m /L
9
09/10/2019
Vinyl Chloride (TCLP)
SW848 Method 6260/5030
<0.02 m /L
9
09/10l2019
RCI
<0.02 m /L
9
09/10/2019
Ignitability
EPA 1030
Cyanide
<0.8mm/sec
09/11/2019
EPA335.4
2.08mg/kg
08/29/2019
Sulfide
sM asoo s o
Sludge Residuals
0.41 mg/kg
09/02/2019
Aluminum
EPA 200.7
Arsenic
10000 mg/kg
09/12/2019
EPA 200.7
4,14m
mg/kg
9
09/11/2019
Cadmium
EPA 200.7
<1.70mg/kg
09/12/2019
Calcium
EPA200.7
203000 m9 /k9
09/12/2019
Chromium
EPAz00.7
Copper
EPA
9 /kg
10,5m538mg/kg
09/11/2019
200.7
09/12/2019
Lead
EPA 200.7
10.2 m
mg/kg
9
09/11/2019
Magnesium
EPA 200.7
4950 mg/kg
09/12/2019
Molybdenum
EPg200.7
3.62m 9 /kg
09/11/2019
Nickel
EPA 200.7
mg/kg
9
8.41 m/kg
09/11/2019
Potassium
EPA 200.7
9
2710m/kg
09/12/2019
Selenium
EPAz00.7
4.15m9
09/12/2019
Sodium
EPA zoo:7
5000 mg
9 /k
09/17/2019
Zinc
EPA 200.7
Nitrate+Nitrite-Nitrogen
EPA353.2
639 mg/kg
09/12/20191.i6m
9 !k g
09/01/2019
Total Solids (%)
sM 2540 s
Ammonia Nitrogen
SM4900NH3 C
72 3 %
08/28/2019
321 m !k
9 g
08/28/2019
Report #:: 2019.14315
Page 2 of 4

Environmental Chemists, Inc.
® 6602 Windmill Way, Wilmin ton, NC 28405 • 910.392.022 K 3 Lab 9ib/Fa.4424 Fax
lsin, 710 Bowsertomm Road, Manteo, NC 27954 ^ 252.=173.57(12 Lib/Fax
255-A Wilmington Fhghway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL 8 CONSULTING CHEMISTS
in [e-mail]
Town Of Morehead City
706 Arendell Street
Morehead City NC 28557
Attention. C. Sutton
Total Kjeldahl Nitrogen (TKN)
SM 4500 orga
Total Phosphorus
SM 4500 P F
Mercury
SW846 7471B
TCLP Metals
Arsenic
EPA 200.7
Barium
EPA 200.7
Cadmium
EPA 200.7
Chromium
EPA 200.7
Lead
EPA 200.7
Selenium
EPA 200.7
Silver
EPA 200.7
Mercury
EPA 245.1
Keporting limit elevated due to matrix
interference.
Lab ID Sample ID:
19-36803 Site:1
Test
Total Solids (%
Fecal Density
Lab ID Sample ID:
19-36807 Site:2
Test
Total Solids (%)
Fecal Density
Lab ID Sample ID:
19-36808 Site:3
Test
Total Solids (%)
Fecal Density
Method
Date of Report: Oct 01. 2019
Customer PO #:
Customer ID: 09020011
Report #: 2019-14315
Project ID: Sludge
27400 mg/kg 08/28/2019
166 mg/kg 09/09/2019
0.4700 mg/kg 09/02/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<1.0 mg/L
09/10/2019
<0.0004 mg/L
09/02/2019
Collect Date/Time Matrix Sampled by
8/27/2019 10:35 AM Solid/Sludge Nate Johnson
Results Date
SM 2540 B 63.7
08/28/2019
SM 9221C EMPN 24 hr 503 <3 MPN/
g 08/28/2019
Collect Date/Time Matrix Sampled by
8/27/2019 10:36 AM Solid/Sludge Nate Johnson
Method Results Date Analvzed
SM 2540 B 65.8
08/28/2019
SM 9221C EMPN 24 In, 503 <3 MPN/
9 08/28/2019
Collect Date/Time Matrix Sampled by
8/27/2019 10:38 AM Solid/Sludge Nate Johnson
Method Results Date Analyzed
SM 2540 B 64.4
08/28/2019
SM 9221C E MPN 24 hr 503 <3 MPN/
9 08/28/2019
Report #:: 2019-14315
Pane 3 or 4

Environmental Chemists, Inc.
M®')A
6602 Windmill Way, Wilmington, NC 28405 • 910.392. 4424 Fax
Lab ^ 91b/Fax
710 Bowsertown Road, Manteo, NC 27954 < 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS
inlil menviromncntnlchelnists.com
Town Of Morehead City
706 Arendell Street
Date of Report: Oct 01, 2019
Morehead City NC 28557
Customer PO #:
Attention: C. Sutton
Customer ID: 09020011
Report #: 2019-14315
Project ID: Sludge
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-36809 Site: 4
8/27/2019 10:40 AM Solid/Sludge Nate Johnson
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B
Fecal Density
70.7 % 08/28/2019
SM 9221C E MPN 24 hr 503
Lab ID Sample ID:
<3 MPN/ 9 08/28/2019
Collect Date/Time Matrix Sampled by
19-36810 Site: 5
8/27/2019 10:42 AM Solid/Sludge Nate Johnson
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B
Fecal Density
71.8 % 08/28/2019
SM 9221 C E MPN 24 hr 503
Lab ID Sample ID:
<3 MPN/ 9 08/28/2019
Collect Date/Time Matrix Sampled by
19-36811 Site: 6
8/27/2019 10:44 AM Solid/Sludge Nate Johnson
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B
Fecal Density
65.8 % 08/28/2019
SM 9221 C E MPN 24 hr 503
Lab ID Sample ID:
<3 MPN/ 9 08/28/2019
Collect Date/Time Matrix Sampled by
19-36812 Site: 7
8/27/2019 10:46 AM Solid/Sludge Nate Johnson
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B
Fecal Density
70.8 % 08/26/2019
SM 9221C E MPN 24 hr 503
c3 MPN/ 9 08/28/2019
Comment: Sludge residuals reported on a dry weight basis.
Reviewed by:
Report#:: 2019-14315
Paoe 4 of 4

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19
ME,

Town of Morehead City
W00034842
Morehead City WWTP
13afe
Fecal ColiFt?im
;T,og
MPN er
08/27/19
3
0.4771
08/27/19
3
0.4771
08/27/19
3
0.4771
08/27/19
3
0.4771
08/27/19
3
0.4771
08/27/19
3
0.4771
08/27/19
3
0.4771
Total 3.3398
Average 0.4771
Geometric Mean ICI Fecal Coliform MPN / gram
Geometric Mean of Less than 1,000 MPN/g meets Class A - Alternative 1 Pathogen for
Reduction requirement.

Morehead City, NC
Initial Cake Solids (%):
17.0%
Final Target Solids (%):
48.0%
RDP #25001
Initial Batch Weight:
10,000
Feed Solids (%):
2.30%
Date:
08/13/19
Number Pulses
2
Target Lime Dose (%):
2500
Batch:
1+2
JPulse weight
2,000
Evaporation Weight
2000
Pulse weight
2,000
Evaporation Weight
2000
Time
1
Live Weight
(Ibs)
Product Temp
(F)
Exhaust Temr
(F)
VFD Amps
(A)
Oil Temp
(F)
Lime Add'n
(Ibs)
Solids
(%)
7:05
load
165
165
31
252
x
17
7:35
10109
177
197
44
423
433
20.6
8:02
9120
207
201
36
425
x
22.7
8:20
8126
1 208
212
45
425
x
23.4
8:25
10146
198
206
60
425
84
25.1
8;51
8771
206
209
74
423
x
28.9
8:55
10279
203
206
72
424
64
28.8
9:28
7778
204
211
7
426
x
37.5
9:58
6715
202
208
131
425
x
44.5
10:13
6051
201
215
113
427
x
48
2
10:41
load
169
217
30
419
x
17
11:12
10135
180
201
47
422
385
20.4
11:40
8450
201
214
48
426
x
24.5
11:55
8127
195
205
52
423
x
24.8
11:58
10123
189
207
59
422
72
24.7
12:20
8765
191
208
67
423
x
25.3
12:26
10237
195
204
72
421
58
28.4
12:57
7986
207
212
84
425
x
33.1
1:15
6798
207
210
105
425
x
43
1:46
5903
201
213
132
408
x
48

Morehead City, NC
Initial Cake Solids MH
17.0%
1 Final Target Solids (°/n):
1 48.0%
RDP #25001
Initial Batch Weight:
10,000
Feed Solids (%):
2.30%
Date:
08/13/19
Number Pulses
2
Target Lime Dose % :
25%
Batch:
3
1pulse weight
2,000
Evaporation Weight
2000
Pulse weight
2,000
Evaporation Weight
2000
Time
3
Live Weight
(Ibs)
Product Temp
(F)
Exhaust Temr
(F)
VFD Amps
(A)
Oil Temp
(F)
Lime Add'n
(Ibs)
Solids
(%)
2:05
load
186
217
33
432
X
17
2:35
10129
187
200
46
425
396
20.02
2:58
8982
202
212
46
428
X
22.8
3:25
8017
202
212
75
423
X
26.4
3:40
10213
202
214
85
427
74
28.2
4:00
9123
207
207
105
423
X
30.3
4:15
8017
211
209
119
425
X
31.4
4:56
10127
210
206
116
426
57
37.2
5:10
7419
209
210
126
423
X
38.7
5:25
5970
210
208
128
425
X
48

Morehead City, NC
Initial Cake Solids (%):
17.0%
Final Target Solids (%):
48.0%
RDP #25001
Initial Batch Weight:
10,000
Feed Solids (%):
2.30%
Date:
08/14/19
Number Pulses
2
Target Lime Dose (%):
25%
Batch:
1,2,3.
JPulse weight
2,000
Evaporation Weight
2000
Pulse weight
2,000
Evaporation Weight
2000
Time
1
Live Weight
(Ibs)
Product Temp
(F)
Exhaust Temr
(F)
VFD Amps
(A)
Oil Temp
(F)
Lime Add'n
(Ibs)
Solids
(%)
7:00
load
138
143
31
260
x
17
7:42
10084
192
196
47
423
462
20.8
8:20
8390
211
210
68
425
x
25.7
8:30
10050
205
208
59
425
85
25.2
9:00
9185
209
208
96
427
x
32.1
9:30
8764
209
212
108
424
x
32.9
10:00
7680
209
209
144
426
x
38.2
10:17
6123
207
213
104
432
x
48
2
10:42
load
170
215
28
453
x
17
11:19
10145
184
202
46
420
427
20.6
11:50
8182
205
213
54
426
x
25.4
11:58
10178
206
206
60
427
87
26.7
12:20
8311
208
215
70
426
x
30.1
12:25
10183
208
205
73
422
66
28.7
12:55
8801
208
214
101
401
x
33.1
1:35
6310
202
209
115
423
x
47.4
1:45
6076
201
211
124
425
x
48
3
2:10
load
171
215
29
426
x
17
2:43
10099
185
203
54
396
423
20.5
3:15
8590
202
215
51
422
x
24
3:20
8122
200
212
63
423
x
24.2
3:29
10028
201
211
61
426
79
24.9
3:50
8221
202
214
71
426
x
25.1
4:00
10140
203
208
77
426
64
28.7
4:30
8791
208
209
106
424
x
33.2
5:00
7532
206
205
124
400
x
45.6
5:15
6073
206
205
125
403
x
48

Morehead City, NC
Initial Cake Solids (%):
17.0%
Final Target Solids (%):
48.0%
RDP #25001
Initial Batch Weight:
10,000
Feed Solids (%):
2.30%
Date:
08/15/19
Number Pulses
2
Target Lime Dose (%):
25%
Batch:
1+2
JPulse weight
2,000
Evaporation Weight
2000
Pulse weight
2000,
Evaporation Weight
2000
Time
1
Live Weight
(lbs)
Product Temp
(F)
Exhaust Temr
(F)
VFD Amps
(A)
Oil Temp
(F)
Lime Add'n
(Ibs)
Solids
(%)
7:00
Pre heat
159
139
30
164
x
x
7:11
load
149
148
29
364
x
17
7:51
10085
203
214
40
425
502
21.8
8:18
8084
1 204
215
52
425
x
25.9
8:29
10290
203
208
64
426
145
25.6
9:00
8062
202
213
77
423
x
29.4
9:05
10123
201
210
78
426
118
30.7
9:47
8223
199
213
130
423
x
38.8
10:15
8098
199
209
131
432
x
39.3
10:30
6630
196
208
119
426
x
48
2
12:20
load
199
198
30
369
x
17
12:57
10265
183
206
42
422
451
20.6
1:26
8204
198
214
50
426
x
25.6
1:34
10316
195
210
54
423
97
24.6
2:00
8727
200
214
73
424
x
29.3
2:11
8293
200
213
76
426
x
30.6
2:18
10556
198
198
80
424
94
27
2:48
8626
201
211
98
425
x
33.2
3:17
8579
205
211
142
434
x
34.8
3:45
6408
202
207
145
401
x
46.7
3:55
6206
200
208
109
419
x
48

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