WQ0040918_More Information Received_20190923

INITIAL REVIEW
Reviewer
Project Number*
Thornburg, Nathaniel
WQ0040918
SUBMITTAL DATED: 9/20/2019
Project Contact Information
Rease provide inforrration on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other issues.
......................................................................................................................................................................................................................................................................................................................................................................................................
Name * Joshua Outlaw
Email Address*
[e-mail]
Project Information
.... ................
Application Type* r
New
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* WQ0040918
Applicant\Permittee * Murphy -Brown, LLC
Facility Name * Ag Protein Trailer Wash
Phone Number*
910-293-5376
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.
Paper copies of everything will be going out UPS today and should be delivered Monday or Tuesday. Please let me
know if you have questions.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
2019-09-20 Ag Protein Resubmittal Package.pdf 24.48MB
upload only 1 R7F docurrent. Miltiple documents rust be contained into one R7F file.

For new and modification permit applications, a paper copy may be required. If YGL' have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a aaoe- a1,o1:cation is required,
be advised, applications accepted far pre -review until both the paper and eIect-c-i_ col. es -,ave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (cales, soils
report, specs, etc.)
o One full-size engineering plan set
o One 11x27" engineering plan set
o One extra set of specifications
o Fee (if required)
Mailing address:
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By U.S. Postal Service
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By Courier/Special Delivery:
�----------------------------------------------------------------------------
---------------------------
❑ivision of Water Resources
i Division of Water Resources
-------------- - ---- ----- -----------------------------------
Non -Discharge Branch
1---------
Non -Discharge Branch
1617 Mail Service Center
i Aft: Nathaniel Thornburg, 90 Floor, O f`uce #942W
Raleigh. NC 27699-1617
512 N. Salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* I;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 �{� �j�
`�v�Y 1fti f 1 4
Submission Date 9/20/2019

JoshuaOutlaw
Smithfield
Project Engineer
Hog Production Division
�(.7)\b(v
d. ood fooMro{tS '
PD Box 856
JG
�l
2822 NC Hwy 24W
Warsaw, NC 28398
September 20, 2019
[phone] tel
[phone] fax
NC DEQ, Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
512 N. Salisbury St
Raleigh, NC 27604
Re: Ag Protein Trailer Wash (WQ0040918)
Dear Mr. Thornburg:
We received your comments dated August 7, 2019 and have addressed them accordingly. Our responses to the
comments are detailed below:
1. The application needs to be organized in the order of the application items. Each section should have a
cover page and table of contents (if applicable). All specifications need to be in one section and signed
and sealed by a PE. All calculations need to be in one section and signed and sealed by a PE.
Response: The specifications and calculations have been compiled into one set of specs and one set of
calculations and signed and sealed by a PE.
2. Per 15A NCAC 02T .0505(b)(2), lagoon treatment systems shall meet a monthly average of each of BOD<_30
mg/L. The proposed treatment system does not meet this requirement. Application Table V.1 must have
the designed effluent concentrations and meet the required limits. A review of other truck wash permit
effluent monitoring has the following averages: Ammonia 123 mg/L, Total Nitrogen 1.5 mg/L, TKN 162
mg/L, and Phosphorus 45 mg/L. Provide more information to justify the proposed designed effluent
concentrations.
Response: No local equivalent comparison exists for the wastewater being produced at this proposed
Ag Protein facility. Sampling of wastewater at 3 locations and data analysis of 8 samples from the past
year at the current treatment/disposal option (2-stage lagoon system at Register) was conducted to
gather more precise wastewater quality information. Additionally, 15A NCAC 02T .0505 DESIGN
CRITERIA (b)(2) requires that certain basic effluent treatment limits are met. 15A NCAC 2T .0505 (b)(3)
also appears to be applicable for this system design, which simply indicates that the design must be
protective of both surface and groundwater without establishing any specific numerical limits.
15A NCAC 02T .0505 DESIGN CRITERIA (b)(2) sets the following limits:
A. 5-Day 1301)<30 mg/I
B. TSS<90 mg/I
C. Fecal Coliform<200 cfu/100 ml
The analysis result of the Register second stage lagoon indicated the waste met the fecal coliform limit
but not BOD and TSS. For applicability to the permit application evaluation, the data should be
considered with some understanding that although the Register wastewater is as close as there is to a
similar waste characterization, it should not be considered totally definitive.

The BOD of the influent was determined by collecting reliable influent samples at the AG Protein Facility.
The information was evaluated, and the primary stage lagoon surface area has been increased slightly
to provide the necessary loading capacity for BOD, thus addressing the BOD concern. See Section I of
the Engineering Calculations.
As for TSS, there is 180 plus days of storage in this design, solids should naturally settle to below 90 mg/I
but if not, polymers or flock can be incorporated easily enough after the system is operating and if
wastewater analysis indicates a need.
Without debating the specific rule applicability, the AG Protein Facility can meet the more stringent
requirements of 15A NCAC 02T .0505 (b)(2). See also the addendum to the Hydrogeologic Evaluation
for more discussion regarding influent and effluent projections.
3. Per 15A NCAC 02T.0504(c)(2), the lagoon specifications should include the proposed tile drain installation.
Response: The drain tile has been added to the specifications.
4. Per 15A NCAC 02T .0505(I), provide an alternative design criteria (signed and sealed by a PE) request
addressing all of the following:
a. Facility has a private water supply that automatically shuts off during power failures and does not
contain elevated water storage tanks;
b. Facility has sufficient storage capacity that no potential for overflow exists; and
c. Facility can tolerate septic wastewater due to prolonged detention.
Response: An alternative design criteria request has been included in this resubmittal package.
Per 15A NCAC 02L .103(b) and based on the results of the 2019 groundwater sampling, previous activities
at the site have impacted the groundwater quality. Exceedances of 15A NCAC 02L .0202 — Groundwater
Quality Standards have been documented for nitrates in monitoring wells AG-1 and AG-7, and zinc in
monitoring well AG-5. These monitoring wells are located either within, or up gradient from the eastern
compliance boundary. Given the proposed nitrogen loading and direction of groundwater flow, violation
of groundwater quality standards beyond the designated compliance boundary may occur.
In order to comply with 15A NCAC 02L .0103(b), it must be demonstrated that the proposed irrigation
fields will not result in 15A NCAC 02L .0202 exceedances at the compliance boundary. Therefore, the
Division requests that predictive hydrogeologic modeling be submitted. Modeling should demonstrate
that the standards established in 15A NCAC 02L .0202 are met at the compliance boundary and the
proposed operations shall not result in violations of groundwater quality standards beyond the compliance
boundary. The Division's document entitled Groundwater Modeling Policyshould be referred to regarding
modeling details.
Additionally, to comply with 15A NCAC 02T .0504(e)(8), an addendum including the predictive model
calculations, must be submitted discussing post operation flow from the proposed facility, focusing on the
relationship of the system to groundwater receptors, groundwater discharge features, and groundwater
flow media.
Response: See the addendum to the Hydrogeologic Evaluation for further analysis of the groundwater
predictive model.

6. An additional series of sampling events is required to further characterize site conditions for model
implementation. The Division will require that groundwater monitoring wells be installed downgradient
from the proposed irrigation fields. The approximate locations of proposed monitoring wells are shown
in the attached figure. Future sampling should include groundwater sampling and seasonal water table
elevation data at MW-1 through MW-6, AG-1 through AG-8, and at L-1 through L-4.
Response: Additional temporary monitoring wells MW-1 through MW-6 were installed, and
groundwater samples were collected on August 27. Additional groundwater samples were also
collected on this date from AG-1 through AG-8 as well (with the exception of AG-6 and AG-7 which had
been damaged). See the addendum to the Hydrogeologic Evaluation for a summary of the additional
groundwater sampling performed on site.
The following items are included in this package:
• Addendum to the Hydrogeologic Evaluation (2 copies)
• Revised Water Balance (2 copies)
• Engineering Plans (2 copies)
• Specifications (2 copies)
• Engineering Calculations (2 copies)
• Site Map (2 copies)
• Alternative Design Criteria Request (2 copies)
Thank you for taking the time to review this project. Please contact me at [phone] or
[e-mail] if you have any questions or need additional information.
Sincerely,
f 0"t,
Joshua E. Outlaw, PE
Project Engineer

ADDENDUM
Additional Information Requested by
DEQ-DWR, Letter August 7, 2019
Items #5 & #6
Hydrogeologic Evaluation Supplement
Ag Protein Trailer Wash Facility
420 Bonham Road
Magnolia, NC
Addendum Date
September 19, 2019

Table of Contents:
Sections:
d W
B. Table of Contents
C. Introduction
D. Wastewater Characteristics
E. Nutrient (PAN) Balance
F. Wastewater Application and Model of Predicted Groundwater
Nitrate-N Concentration Fluctuation
G. Current Groundwater Conditions
H. Groundwater Receptors
I. Post Operational Flow Conditions
J. Recommendations & Conclusions
Figures:
Figure 1- Graph of PAN in Register 2"d Stage Lagoon NCDA Data (Pg. 5)
Figure 2- 4/17/19 Groundwater Contour Map
Figure 3- 9/3/19 Groundwater Contour Map
Figure 4- Recharge/Discharge Map
Figure 5- Water Supply Well Location Map
Tables:
Table 1: Groundwater Analytical Data
Table 2: Well Construction Information
Appendices:
Appendix A - Laboratory Analytical Reports (Influent)
Appendix B Laboratory Analytical Reports NCDA (Effluent)
Appendix C Laboratory Analytical Reports (Groundwater & Register Lagoon)
.. (pg• 2)
...(pg. 3)
pg. 3-5)
(pg. 13)
2 1 P a g e

Introduction
To comply with the DEQ-DWR additional information request for the Spray Irrigation Permit
Application of the AG Protein Facility in Magnolia NC, this addendum has been developed to
address Items 5 & 6 in the August 7, 2019 correspondence from DEQ. The items in this addendum
entail hydrogeologic interpretation and a mass balance mathematical model to derive the
requested information. The following sections in this addendum detail the process used to form
the conclusions reached. The addendum contains the following sections: Wastewater
Characteristics, Nutrient (PAN) Balance, Wastewater Application and Model of Predicted
Groundwater Nitrate-N Concentration Fluctuation , Groundwater Receptors and Discharge
Features, Post Operational Flow Conditions and several figures, tables and appendices to provide
the collected data.
Wastewater Characteristics:
The AG Protein facility, having unique waste characteristics which no local equivalent
comparison exists, sampling of wastewater at 3 locations and data analysis of 8 samples from the
past year at the current treatment/disposal option (2-stage lagoon system at Register) was
conducted to gather more precise wastewater quality information. This information is necessary
to evaluate and project the effect the proposed nondischarge spray irrigation system will have
on water resources once operation begins.
On August 27 , 2019, samples of raw wastewater equivalent to influent were collected
from 2 locations at the AG Protein Facility. Sample location 1 (lift station- ) is the
protein transfer/loading area which consists of a covered structure with 2 levels. On the upper
3 1 P a g e

level, loaded trucks bring protein from individual farms. These trucks employ dump beds to off-
load the protein into a larger transport truck parked on the lower level. During the transfer, some
splashing and minor spillage will occur routinely. This splash material is fully contained under
roof cover, on concrete and is washed into the lift station. The lift station is currently being
pumped and transported to Register. Based on the hauling records this area contains about 10%
of the total waste flow. The wastewater generated at this location is where most of the nutrient
and organic waste is produced.
Sample location 2 is a 10,000-gallon storage tank erected to facilitate the facility pump
and haul activities until the permit is issued and the permanent treatment/storage lagoons are
constructed. At this location empty trucks are washed prior to exiting the facility. The water
generated at this location accounts for the other 90% of the wastewater flow. The wastewater
from this location contains much lower amounts of nutrient and organic material. Refer to
Appendix A for both laboratory analytical reports.
The 2 samples collected from these points should be an accurate representation of
influent concentrations. One of the DEQ-DWR concerns communicated during the permit
application review process is the concentration of BOD in the final effluent. After review of the
new analyses the design engineer compared the surface area size of the anaerobic 1st stage
lagoon to assess the BOD reduction of the planned lagoon. Using the most conservative design
parameters, only a slight size adjustment is necessary.
The final effluent concentrations are a little more difficult to predict. As indicated above,
the current generated influent is hauled to the Register 2-Stage Lagoon system. Relative
analytical data that exists is comprised of 9 samples from stage 2 of this system, 8 from the NCDA
4 1 P a g e

Lab and 1 collected on August 28th, 2019. The 8 NCDA samples comprise a yearlong record of
concentration data from the Register final stage lagoon and are the most reliable concentration
values for design purposes for this project. Refer to Appendix B.
The average PAN of the 8 analyses (.84 Ibs/1,000 gal) was chosen as the concentration to
use for the basis of the remainder of the assumptions related to the evaluation of potential
groundwater quality affects during future spay irrigation. The single event sample from August
28, 2019 was slightly higher than the 8 averaged samples, and likely indicates normal seasonal
fluctuation within the 2-stage lagoon system. This sample is contained in Appendix C and is part
of the laboratory report containing the groundwater monitoring well information.
Register Trailer Wash N values
6
5
on
CO4
0
3
0
n r` r` n r` r` r` r` n n o0 0o ao 00 0o ao 00 0o ao 00 0o ao m rn rn rn m
0 0 0 0 0 0 o O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N N N N N N
M M Ln W n W M O �--� M c\-I M M M Lf W n W M O -1 M M M V
ci ci ci ci ci ci
primary secondary
Figure 1. Plotted PAN values from Register Facility over time
5 1 P a g e

Nutrient (PAN) Balance
Using the best estimate value for PAN from the discussion above within the wastewater, the
balance of the primary nutrient N is demonstrated in this section. To review some of the basic
variables from the Permit Application, the spray application area consists of 7.06 acres divided
into 3 zones. The cover crops consist of bermuda hay with winter rye over seeding.
Using the proper NCDA realistic yield expectations and nitrogen factors the total site has an annual
crop assimilative capacity of:
319 Ibs/ac. X 7.06 ac= 2,252 lbs.
Using the .84 Ibs PAN/1,000 gallons as the effluent concentration (@5,000 gal/day=4.22lbs):
4.22lbs/day X 365-day/yr. = 1,540.3 lb./yr.
This N balance illustration is roughly 30% below the crop annual need. PAN application of this
amount will not provide for the full realistic crop yields but should be enough to keep the cover
crops healthy and efficient at nutrient uptake.
Wastewater Application and Model of Predicted Groundwater Nitrate-N Concentration
Fluctuation
Predicting the changes in groundwater quality based on a computer model or a mathematical
mass balance approach are both effective methods in calculating an estimated resulting change.
However, both methods are susceptible to the quality of the input data. The DEQ DWR
6 1 P a g e

Groundwater Modeling Policy, for instance, assumes 50% of the PAN is retained by the cover crop
and any additional unused PAN is totally leached to groundwater as Nitrate. While this is a good
conservative way of evaluating a worst -case scenario impact, it should not be the deciding factor
in a permitting decision. Because the level of wastewater treatment & spray irrigation system
management all factor into the crop uptake efficiency, there are too many dynamic variables to
consider these assumptions to be hard data. The discussion the next section will examine the 50%
retention scenario.
Evaluation the NC DEQ-DWR Nitrate-N Loss Conceptual Model:
In brief, the NC DEQ Groundwater Modeling Policy frames an initial conceptual model by
assuming that 50% of RYE PAN mass is sequestered by the crop and remaining amount is lost to
groundwater through leaching. In the AG Protein scenario:
2,252 Ibs X .5 = 1,126 Ibs PAN utilized
1,540 Ibs (need) 1,126 Ibs (utilized) = 414 Ibs (assumed leached)
The resulting solute concentration is calculated using the following formula:
414 Ibs/yr. _ (.005 MGD X 8.34 X 365) = 27.2 mg/I
Based on the 5,000 gallon per day volume generated, 9.5 inches of wastewater will be applied
to the irrigation site. Natural recharge (precipitation) in this part the Coastal Plain can be as much
7 1 P a g e

as 19 inches on average according to the NC DEQ Recharge Map Circular #19. By adding the
natural recharge volume to the effluent volume, the above equation is recalculated:
Solute concentration after natural recharge:
414 Ibs/yr. _ (.0149 MGD X 8.34 X 365) = 9.13 mg/I
If we assume that the new calculated resulting solute is an accurate projection, then the spray
irrigation of waste accompanied by precipitation should recharge the unconfined aquifer inside
the application area with 28.5 inches of water containing a nitrate concentration of 9.13 mg/I.
Between the application area and the compliance boundary dispersion and degradation would
further reduce the estimated nitrate concentration. The slight difference in the 9.5-inch
wastewater volume estimate above and the engineers water balance is due to net rainfall in the
lagoon treatment and storage structures. This minor volume of precipitation water adds no
nutrient content to the wastewater.
Additional aquifer parameter data collection would be necessary to calibrate and run a
meaningful computer model. Even after an effort to build and run the model is completed, the
exercise would yield a result of meeting groundwater standards at compliance boundary, therefor
the estimate based on the mathematical result above is sufficient for the purpose of projecting
the outcome.
8 1 P a g e

Current Groundwater Conditions
Groundwater quality data from 14 sample points around the facility indicate expected
conditions inside the application boundaries of the former land application and farm fields
associated with the property. Sandy, well drained soils of the coastal plain are susceptible to
Nitrate-N leaching. This has been well documented in numerous studies and is a site sensitivity
condition that requires proper nutrient management to minimize the N leaching potential.
Nitrate-N was the only analyte confirmed to exceed the NC Groundwater quality standard
(10 mg/1) in 5 of the 14 monitoring wells sampled. 3 of the 5 monitoring wells above 10 mg/I NO3
are in the southern -most application field (AG-1, AG-2, MW-2). The 2 remaining monitoring wells
(AG-7, MW-5) are located upgradient and downgradient respectively of the northern -most
application field. The largest centrally located application field has 4 monitoring wells, none that
are even close to 10 mg/I, as such, will not be discussed further. Table 1 contains a summary of
the sampling data collected to date. Figures 2 & 3 are maps that display groundwater flow and
nitrate concentrations from April & September 2019 respectively.
Southern Application Field
This field has the most evidence of past Nitrate-N leaching. It is not clear if the Nitrate in the
upper portion of the unconfined aquifer under this field is from historic nutrient inputs or current
land uses. At the time of monitoring well installations, the field contained 5 or so full-grown
horses grazing the coastal Bermuda cover crop. Horses excrete approximately 50 Ibs of manure
9 1 P a g e

and urine per day each. This pasture activity has been introducing constant organic nitrogen to
the field for several years.
All the samples collected in this location are inside the managed pasture area. MW-2 is the well
closest to the proposed compliance boundary for this field, at approximately 115 feet in distance.
Northern Application Field
There are 4 wells associated with this portion of the property (AG-6,AG-7, AG-8, MW-5). AG-
7 is in an up -gradient position along the property line and contains the highest Nitrate-N level
(15.4 mg/1). MW-5 contained the next highest level (11.3 mg/1). Based on historic aerial
photography, MW-5 was at the down gradient edge of a field used for swine nutrient management
when the property had that as it s primary usage. MW-5 is the well closest to the proposed
compliance boundary for this field, at approximately 113 feet in distance.
Groundwater Receptors
There are 2 types of groundwater receptors identified at this facility. (4) Water supply wells
and surface water associated with the groundwater discharge boundary feature.
Water Supply Wells
3 of the 4 wells are located within the AG Protein Facility of which 2 are operable and provide
the water supply needs of the operation. The construction details of the most recently installed
101Page

well (2001) indicate it has a total depth of 230 feet and the pump is set at 100 feet. It is likely that
the older well is similarly constructed. The third well has been abandoned and is no longer in use.
These wells were installed to supply water the swine operation in the early 1990 s. The NC DEQ
GW-1 (well construction records) database was examined to determine the common depth of
wells in the vicinity. Based on 3 construction records located within a reasonable proximity, the
average depth of the wells was 243 feet deep with 20-foot screens located at the bottom of the
casing. The probability that the AG Protein wells are similar type construction is very high.
Properly constructed wells that tap aquifers at these depths are not very susceptible to surface
applied nutrients.
The 1 private water is located adjacent and side -gradient to the southernmost application
field. It is located 284 horizontal feet from the nearest portion of the application field. The
construction details are not known at the present time. According the Duplin County
Environmental Health Department the residential development of that parcel predates well
permitting regulations and no construction documentation could be located.
MW-1, one of the most recent sampling locations installed, is positioned close to the
proposed compliance boundary between the application area and the water supply well. A
concentration of only .98 mg/I nitrate N was identified at this monitoring well. Comparing the
ground water flow direction and the monitoring well data for this field, the water supply well does
not appear to be threatened. Figure 5 indicates the location of all wells covered in this section
of the addendum.
11 1 Page

Discharge -Surface Water
The eastern side of the property contains a primary groundwater discharge feature, an
D d
west floodway fringe to the east is approxima LIDAR elevation data along with
the USGS Open File Report 2011-1115 strongly suggest that the D
Creek creates a true surficial aquifer boundary condition. Figure 4 indicates the respective
groundwater recharge and discharge areas of the property. Much of the facility compliance
boundary along the east side of the property intersects the stream feature. Downgradient of MW-
5 is the only area that contains a portion of the compliance boundary outside the discharge
feature. However, there is only 75 to 100-foot horizontal distance before it also drops into the
stream feature. Groundwater flow is controlled by this discharge feature. The flow direction is
toward the stream feature along the entire north to south length of the property.
Post Operational Flow Conditions
The addition of the small amount of effluent to the receiving fields will not have any
measurable impact on the direction of groundwater movement across the property. As can be
seen from the engineer s water balance .95 inches of water per month is the design volume to be
irrigated.
The nutrient flux input concentration of nitrate to the aquifer has been calculated to be less
than 10mg/I within the spray application zones. Nutrient dispersion and degradation will occur
post application as the groundwater migrates toward the discharge feature. The discharge feature
consists of a wide riparian zone approximately 150 feet broad. Any nutrients making it this far
121Page

downgradient will likely be sequestered within the vegetation of the riparian zone as the
groundwater transitions to surface water.
As can be seen in Figures 2 & 3, water table elevation contours are shown superimposed on
the orthophoto base map. The flow is being controlled primarily by the discharge feature along
the eastern property boundary. The two slope drain features are expected to induce some minor
upslope bending of the water table contours, as the nearby groundwater discharges into these
drains.
Recommendations & Conclusions
The addition of the AG Protein treated effluent as specified in the permit application to the
receiver sites of this property is a nutrient balanced approach. Even using the very conservative
assumptions of 50% crop retention of the PAN and remaining balance loss to the surficial aquifer
does not indicate a Nitrate-N flux input that is above 10 mg/I. As such, there is no reason to expect
the proposed activity would create a compliance boundary violation. Utilizing the AG Protein
effluent as the only nutrient source for these fields will constitute land nutrient utilization that
would be more protective of water quality than the traditional inorganic agricultural fertilization
practices currently being used. The Permit applicant has the resources and experience necessary
to operate the proposed irrigation system at the highest possible level of efficiency. They also
have flexibility to export nutrients to other facilities, such as the Register Facility, at any time if
needed due to nutrient volumes being higher than expected. The design, site and management
characteristics of this proposal indicate the facility can operate in compliance all NC Water Quality
rules and regulations.
131Page

FIGURES

:A
\����
���w$
Legend
5
NO 2.66 ��•�
/• �..,`_
AG Pro
___ __
Spray 1
�'•
o Monitoring
Field 1
Wells 4_2019
I
11 �
AGf7
D EQ
GW EI=�10.8 6 AG-6 ,
NO3-15.4 GW 1=102.075 I i
Compliance
0 1 NO3 9.08 /��
Boundary
�oo \
Property Line
L-1
\ 1 os GW EI=89.205 \ '
\ :
Spray Fields &
o L_3 03=0 �_2
\ GW EI=89.425 GW EI=88.1� 41
r� Lagoon
\--7 NO3= NO3=0 I
Location
/ Lago n
April 18th,
GW EI=87.6 4 1
AG 5 NO3=0
2019
Groundwater
` ! 4 G ;92 526 i
Contours
N0
EI=1 16 \
1
N =4.84 Spray Field
11�0 ~�
1 AG-3 0 ��
IGW EI=112.137
\\
xNO3=0.34 AG-2
Q GW EI=88.988 1
- 87
1
�
I can AG-1 Spray
I �lAfC 9.755 Field I
FIGURE 2 --"'--�
NCCGIA, NC Center for Geographic Information & Anaylsis
Time: 4:57:35 PM 0 235 470 940 Feet
April Groundwater Contour Map I I I BDx
With NO3 Level from 4/17/19 Samples
N Ag Protein Trailer Wash
Magnolia, NC A. Barnhardt
Date: 9/19/2019 BDX Environmental, PLLC

G-8 �.
/ 'GnGW
5 1 '�
/N
i /•MW_
I GW =91.44
� 03111.3
AG17 t
GW EI=106.9
N93 NS 98.415
•• �'JN03NS�-�,MW-4
GW EI=88.87 p
�0 L-1 NO3= 99
1 'o GW 91=89.205 /
L-3 NO3=NS
MW-6 GW EI=89.42 go L-2 /
G I-E 05.84 NO3=N W EI=88{11 Q4
NO• -0.37 4 NO3=NS I
GW EI=87.6 I 0
NO3=NS
1 AG-5
1
-4 GW EI=89.276 !
�
1 GW=103.626 3=0.6 MW-3\
I NO3=1.29 Spray Field •GW El 8745
I c rn c NO3=1I68 �
! I o
1 A \�,♦
IGW EI=109.787 \ ;
+NO3=0.81 AG-2 \
1 GW EI=86.938 1
I rn 90 NO3=
Spray Mw-
I AG-1 GW I#82.63
I Gw - Field N04=12.1
03=13.8 i
FIGURE 3
Legend
AG Pro
Monitoring
Wells 9_2019
DEQ
Compliance
Boundary
September
3rd, 2019
Groundwater
Contours
Property Line
Spray Fields &
Lagoon
Location
NCCGIA, NC Center for Geographic Information & Anaylsis
Time: 3:21:13 PM 0 245 490 980 Feet
September Groundwater Contour Map I I I BDx
With NO3 Level from 8/27/19 Samples
N Ag Protein Trailer Wash
Magnolia, NC A. Barnhardt
Date: 9/19/2019 BDX Environmental, PLLC

�AG-8
\��
Spray J-5
Field I
A 7 G-6
1
\ 6 Lea3 (In
I
g O
GROUNDWATER,,/ 0L-4 �
RECHARGE
�
FEATURE Spray Field*
AG-50MV�3
I AG-4 I
I G-3
� G-2 v��
Spray Field'! 12
I AG-1 MW-1GROUNDWATER
DISCHARGE
FEATURE
FIGURE 4
Time: 5:51:52 PM
N AG Protein Recharge/Discharge Map
Magnolia, NC
Date: 9/19/2019
Legend
O AG Pro Monitoring
Wells 9_2019
DEQ Compliance
L _ J Boundary
Property Line
Spray Fields &
Lagoon Location
Discharge _Zone I
Recharge —Zone
r
NCCGIA, NC Center for Geographic Information & Anaylsis
0 385 770 1,540 Feet
A. Barnhardt
BDX Environmental, PLLC

tSpray
Field
AG Pro Well 3
!
G-6
AG Pro Well 1
i
/
AG Pro Well 2
i
MW-4
/
o
i
L-1
/
i
L-2
L4Lagoon
W-6
L
i
i
Spray Field
A -5 i W-3
AG-4
•
1
1 �
1 �
1 AG-3
i
! MW-2 /
Spray Field
i AG-1
• M i
Residential
Well
O
FIGURE 5
Legend
O AG Pro Monitoring
Wells 9_2019
WaterSupply Wells
Property Line
Spray Fields &
Lagoon Location
NCCGIA, NC Center for Geographic Information & Anaylsis
Time: 6:13:07 PM 0 195 390 780 Feet
Water Supply Wells Map
Magnolia, NC BDX
N A. Barnhardt
Date: 9/19/2019 BDX Environmental, PLLC

TABLES

Groundwater Analitical Data
++
Q
0
+
O
7
J
lJ
L
Q
U
W
f6
=
£
vl
CL
7
,C0
m
3
0
CL
L
Q
U
4/17/2019
AG-1
-78.120047
34.860281
10
0.03
<1
15.7
5.59
20.8
10.1
<0.2
223
2.63
0.023
8/27/2019
AG-1
-78.120047
34.860281
13
0.015
NS
13.8
5.4
NS
5.72
<0.2
176
2.37
<.01
4/17/2019
AG-2
-78.118581
34.860850
5
<0.01
<1
7.87
4.52
9.32
6.58
<0.2
76
<0.04
0.071
8/27/2019
AG-2
-78.118581
34.860850
14
<0.01
NS
10.5
4.36
NS
7.64
<0.2
99
1.58
0.014
4/17/2019
AG-3
-78.121366
34.861119
<5
0.012
<1
0.34
6.41
2.3
1.37
<0.2
377
1.23
0.15
8/27/2019
AG-3
-78.121366
34.861119
<5
<0.01
NS
0.81
6.38
NS
1.75
<0.2
84
0.42
0.108
4/17/2019
AG-4
-78.120660
34.861975
<5
0.01
<1
4.84
5.27
18.6
6.12
<0.2
129
0.97
0.127
8/27/2019
AG-4
-78.120660
34.861975
<5
<0.010
NS
1.29
5.09
NS
6.1
<0.2
89
0.51
0.047
4/17/2019
AG-5
-78.119284
34.862155
<5
<0.010
<1
1.95
5.39
13.6
4.32
0.2
81
0.07
1.88
8/27/2019
AG-5
-78.119284
34.862155
<5
<0.010
NS
0.6
4.76
NS
3.73
1 <0.2
65
0.21
0.019
4/17/2019
AG-6
-78.121064
34.864085
5
<0.010
<1
9.08
4.71
12.5
5.24
<0.2
100
<0.04
0.037
8/27/2019
AG-6
-78.121064
34.864085
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
4/17/2019
AG-7
-78.121886
34.864194
10
0.018
<1
15.4
4.81
12.3
7.9
<0.2
168
4.21
0.298
8/27/2019
AG-7
-78.121886
34.864194
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
4/17/2019
AG-8
-78.121420
34.865291
<5
1 <0.010
<1
2.66
5.03
5.23
2.13
0.2
48
0.15
0.155
8/27/2019
AG-8
-78.121420
34.865291
9
<0.010
NS
1.47
5.09
NS
3.16
<0.2
80
0.29
0.011
8/27/2019
MW-1
-78.119258
34.860196
26
<0.010
NS
0.95
4.82
NS
17.5
<0.2
100
0.29
<.01
8/27/2019
M W-2
-78.118019
34.860684
12
<0.010
NS
12.1
4.73
NS
7.55
<0.2
115
0.37
0.014
8/27/2019
M W-3
-78.118541
34.862109
<5
<0.010
NS
1.68
5.16
NS
1.36
<0.2
118
0.37
<.01
8/27/2019
M W-4
-78.118808
34.863730
10
<0.010
NS
5.89
5.71
NS
13.3
0.8
231
0.28
0.014
8/27/2019
M W-5
-78.120142
34.864823
21
<0.010
NS
11.3
5.7
NS
11.7
<0.2
175
0.23
<.01
8/27/2019
M W-6
1 -78.121392
1 34.8612992
<5
<0.010
NS
0.37
5.16
NS
2.19
<0.2
67
0.55
<.01
TABLE 1 AG PROTEIN

WELL CONSTRUCTION INFORMATION
BDX Well Description
MP Elev (msl)
Longitude
Latitude
Well Depth (ft)
Screened Interval (ft)
L-1
100.94
-78.119176
34.863423
15
5 to 15
L-3
97.80
-78.119406
34.863124
15
5 to 15
L-4
93.01
-78.118807
34.862827
15
5 to 15
L-2
96.05
-78.118630
34.863154
15
5 to 15
AG-5
97.17
-78.119284
34.862155
15
5 to 15
AG-4
112.55
-78.120660
34.861975
15
5 to 15
AG-3
116.54
-78.121366
34.861119
15
5 to 15
AG-1
103.89
-78.120047
34.860281
15
5 to 15
AG-2
97.77
-78.118581
34.860850
15
5 to 15
AG-6
111.82
-78.121064
34.864085
15
5 to 15
AG-8
107.58
-78.121420
34.865291
15
5 to 15
AG-7
116.51
-78.121886
34.864194
15
5 to 15
MW-1
98.48
-78.119258
34.860196
15
5 to 15
M W-2
90.40
-78.118019
34.860684
15
5 to 15
MW-3
91.94
-78.118541
34.862109
10
5 to 10
MW-4
101.02
-78.118808
34.8637301
16
6 to 16
MW-5
98.00
-78.120142
34.8648231
16
6 to 16
MW-6
113.87
-78.121392
34.8629921
15
5 to 15
TABLE 2

APPENDICES

riAl lk: i a wi IWIT, WLIAA LAAll

Environmental Chemists, Inc.
6602 Windmill VNa�,,Wflirtingt-On, INC 28405 - 910.3920223 Lab o 91.0,392.4424 Fax
' 110 Bovvsertown Road, Manteo, NC 27954 - 252,47 3,57 2 Lab,/Fax
2;5-iceWilmin-tonHic,hw,i-,7,,T�icks(-,�i-,-ille,NC28540 o 910,347',5843'Lab"i
0 -Z" Fax
;nf'o((enviror.qient<tici�emists.con-
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention: Josh Outlaw, PE
Report #: 2019-14448
Project ID: AG Protein
Lab ID Sample ID:
Collect Datefrime Matrix Sampled by
19-37212 Site: Wall Wash
8/27/2019 3:00 PM Water Client
Test
Method
Results Date Analyzed
Residue Suspended (TSS)
SM 2540 D
62000 mg/L
08/29/2019
Ammonia Nitrogen
SM 4500 NH3 C
3340 mg/L
08/3012019
Total Kjeldahl Nitrogen (TKN)
SM 4500 Org B
5960 mg/L
09/03/2019
Total Phosphorus
SM 4500 P F
556 mg/L
09/09/2019
BOO
SM 5210 B
>363133 mg/L
08128/2019
All QC requirements for DO depletion not
met.
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353,2
<0.5 mg/L
08/29/2019
Reporping limit elevated due to matrix interference,
Nitrate+ N itrite-Nitrogen
EPA 353,2
3.37 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 3. 37 mg/L
09/03/2019
Total Nitrogen (Cale)
Total Nitrogen
Total Nitrogen
5960 mg/L
09/03/2019
E-MAILED SEA' 10
Report #:: 2019-14448 Page 1 of 2

Environmental Chemists,
Inc.
6602 Windmi?a A'a , ill n ngtoli, NC 28405 9 910 392.0223 Lab - 910.392.1424 Fax
10 Fowsertwom Road, lan eo, NC 27954 * 252.=173 02 Lab/Fax
2`:-)-A Wilmint;ton High[° av, Jack on —Mile, NC 28540 - 9 s (1 3471.5843 Lab,'Fax
ini =, a ;ir n. mmt lcherrists.com
Smithfield Flog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention: Josh Outlaw, PE
Report #: 2019-14 48
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37213 Site: Trailer wash
8/2712019 3,09 PM Water Client
Test
Method
Results Date Analyzed
Residue Suspended (TSS)
SM 2540 a
116 mg/L
08/29/2019
Ammonia Nitrogen
SM 4500 NH3 c
71 A g/L
08130/2019
Total Kjeldahl Nitrogen (TKN)
SM 4500 org B
82A mg/L
09/03/2019
Total Phosphorus
sin 4500 P r
12.3 mg/L
09/09/2019
BOD
SM 5214 a
651 mg/L
08/28/2019
Nitrate Nitrogen (Cale
Nitrite Nitrogen
EPA 353.2
0.10 g/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
0.05 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method <0.02 mg/L
09/03/2019
Total Nitrogen (Calc)
Total Nitrogen Total Nitrogen 82A mg/L 09/32/2019
Comment:
Reviewed by:
RePorl .: 2019-14448 Page 2 of 2

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APPENDIX B

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-W000835
PG�pl11;rUNA',INo^
Predictive
Client: Michael Norris Advisor:
Murphy Brown LLC (Attn: Michael
" =
Norris)
-
Waste
Report PO Box856
Warsaw, NC 28398
amNa:nl
Links to Helpful
Information Sampled: 08/02/2019 Duplin County
Received: 08/05/2019
Farm: Register Truck Wash
Completed: 08/07/2019 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW1
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na CI
Code: ALS
Total N:
91.4 308 57.8 16.5 14.1 7.42 0.59 1.84
1.38 0.27
-
_ 2.49 211 -
Description: Swine
Total Kjeldahl N: 656
Lagoon Li
9 g'
Inorganic:
-- - -- -
- ---
Grower-Comments:
NH4-N
SS EC pH BD CCE
ALE
CA
DM
Not Provided
NO3-N
li (105 S/cm) (MS/cm) (Unitless) (lb/yd') (%)
(1000 gal)
(Unitless)
(%)
- - 7.60 - -
_
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (Ib/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
AI Na Cl
Irrigation
2.74 1.75 3.09 0.48 0.14 0.12 0.06 0.01 0.02
0.01 0.00
-
0.02 1.76 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW2
Nitrogen
(N) '.. P K Ca Mg S Fe Mn Zn
Cu B
Mo
C AI Na CI
Code: ALS
Total N:
116 448 29.8 6.11 11.3 3.40 0.07 0.33
0.28 0.24
- '..
- 0.88 308 -
Description: Swine
Total Kjeldahl N: 1050
Lagoon Li
9 g'
Inorganic:
-
-- -
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
CA
DM
Not Prpv'de,�l O ZO.19
NO3-N
(105 S/cm) (mS/cm) (Unitless) (lb/yd') (%)
(1000 gal)
(Unitless)
ttu�j [
7.98
_
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
4.37 2.22 4.48 0.25 0.05 0.09 0.03 0.00 0.00
0.00 0.00
- I
0.01 2.57 -
North Carolina
R: I�
1 � I
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY20-W000835
Michael Norris Sampled: 08/02/2019 1 Received: 08/05/2019 1 Completed: 08/07/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NOs-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 Ib/unit)
Additional information: www.ncaqr.gov/agronomi/pdffiles/uwaste.pdf & www.ncaqr.gov/aqronomi/pdffiles/wasteguidg.pdf

NCDABCS Agronomic Division
Phone: [phone] Website: www.neagr.gov/agronomi/
Report No. FY19-WO08041
Predictive
Client: Michael Norris
Advisor:
PG�[',VLT(IgF.gNO
Murphy Brown LLC (Attn: Michael
3� lqc
Norris)
w A Waste
Report PO Box356
Warsaw, NC 28398
Links to Helpful
Information Sampled: 06/14/2019 Duplin County
Received: 06/18/2019
Farm: Register Truck Wash
Completed: 06/20/2019 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu
B
Mo
Other Results
C Al Na Cl
ID: RTW1
Code: ALS
Total N:
110 387 47.6 13.6 12.0 4.79 0.13 0.42
0.14
0.23
-
- 0.69 274 -
Description: Swine
Total Kjeldahl N: 972
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(16 s S/cm) (MS/cm) (Unitless) (lb/yda) (%)
(1000 gal)
(Unitless)
(%)
- - 7.43 - -
-
-
-
JUL 1 7 2019
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu
B
Mo
Al Na Cl
Irrigation
4.05 2.10 3.87 0.40 0.11 0.10 0.04 T T
T
T
-
0.01 2.28 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW2
Nitrogen (M P K Ca Mg S Fe Mn Zn
Cu
B
Mo
C Al Na Cl
Code: ALS
Total N:
51.9 234 27.8 7.81 3.87 1.26 0.03 0.12
0.06
0.15
-
- 0.69 163 -
Description: Swine
Total Kjeldahl N: 107
--
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(I OF' S/cm) (MS/cm) (Unitless) (lb/yd3) (%)
It 000 gal)
(Unitless)
(°/)
7.46
-
JUL 1 7 2019
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu
B
Mo
Al Na Cl
Irrigation
0.45 0.99 2.34 0.23 0.07 0.03 0.01 T T
T
T
-
0.01 1.36 -
North Carolina
F �
{(
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W008041
Michael Norris Sampled: 06/14/2019 1 Received: 06/18/2019 1 Completed: 06/20/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
AI = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NOa-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncagr.gov/agronomi/pdffiles/uwaste.pdf & www.ncagr.qov/agronomi/pdffiles/wasteguide.pdf

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO07190
A"u`'TO""'+ Predictive
Client: Michael Norris
Advisor:
G °C
oy
=
Murphy Brown LLC (Attn: Michael
Norris)
A Waste
Report PO Box856
"r
Warsaw, NC 28398
Links to Helpful
Information Sampled: 05/10/2019 Duplin County
Received: 05/14/2019
Farm: Register Truck Wash
Completed: 05/17/2019 PALS #: 452706
PALS
#:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specified.
Other Results
ID: RTW1
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C AI Na Cl
Code: ALS
Total N:
86.5 307 39.8 16.0 9.91 5.78 0.18 0.59
0.15 0.20
-
- 1.56 224 -
Description: Swine
Total Kjeldahl N: 793
-
-
-
Lagoon Liq. _
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(105 S/cm) (MS/CM) (Unitless) (lb/yfl (%)
(1000 gal)
(Unitless)
(%)
JUN 0 8 2019
7.46
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
3.31 1.65 3.07 0.33 0.13 0.08 0.05 T T
T T
-
0.01 1.86 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW2
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C AI Na Cl
Code: ALS
Total N:
37.5 185 22.4 5.48 2.73 0.36 0.01 0.07
0.02 0.13
-
- 0.19 130 -
Description: Swine
Total Kjeldahl N: 81.5
Lagoon Liq.
Inorganic:
--
-
Grower Comments:
NH4-N
Ss EC pH BD CCE
ALE
CA
DM
Not Provided
NO3-N
(Ie S/cm) (mS/cm) (Unitless) (Ib/yd°) (%)
(1000 gal)
(Unitless)
(%)
MAY 1 7 2019
7.50
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
=Applicatn:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
AI Na CI
0.34 0.72 1.85 0.19 0.05 0.02 T T T
T T
-
T 1.09 -
North Carolina
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi Report No. FY19-W007190
Michael Norris Sampled: 05/10/2019 1 Received: 05/14/2019 1 Completed: 05/17/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM%, is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NHaN = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
CI = Chloride
Mo = Molybdenum
s = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncagr.gov/agronomVpdffiles/uwaste.l)df & www.ncagr.qov/agronomi/pdffiles/wasteguide.Ddf

NCDA&CS Agronomic Division
Phone: [phone] Website: www.neagr.gov/agronomi/
Report No. FY19-WO05961
Predictive
Client: Michael Norris
Advisor:
°f oG
Murphy Brown LLC (Attn: Michael
Norris)
Waste
Report PO Box856
Warsaw, NC 28398
i s
Sampled: 03/30I2019 Duplin County
Links to Helpful
Information
Hoe°s�^^
Received: 04/02/2019
Farm: Register Truck Wash
Completed: 04/08/2019 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen IN) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Mo
Other Results
C Al Na Cl
ID: RTW1
Code: ALS
Total N:
71.1 303 45.1 6.42 7.60 4.37 0.10 0.31
0.08 0.17
-
- 1.65 211 -
Description: Swine
Total Kjeldahl N: 721
Lagoon Liq.
Inorganic:
---
-
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(10-5 S/cm) (mS/cm) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(%)
- - 7.76 - -
-
-
-
t1
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
3.00 1.36 3.03 0.38 0.05 0.06 0.04 T T
T T
-
0.01 1.76 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen IN) P K Ca Mg S Fe Mn Zn
specified.
Cu B
Mo
Other Results
C Al Na CI
ID: RTW2
Code: ALS
Total N:
38.3 183 25.4 5.22 4.91 0.76 0.02 0.29
0.08 0.12
-
- 0.32 122 -
Description: Swine
Total Kjeldahl N: 201
--
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(105 S/cm) (mS/cm) (Unitless) (lb/yd-) (%)
(1000 gal)
(Unitless)
(%)
7.81 -
-
7r n „ -<
1` 3
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
0.84 0.73 1.83 0.21 0.04 0.04 0.01 T T
T T
-
T 1.02 -
North Carolina
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W005961
Michael Norris Sampled: 03/30/2019 1 Received: 04/02/2019 1 Completed: 04/08/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM%, is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NHwN = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
AdditionalinforTnation:www.ncaqr.gov/aqronomi/pdffiles/uwaste.pdf & www.ncagr.qov/agronomi/pdffiles/wasteguide.pdf

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO05188
4�"u"URP'W Predictive
Client: Michael Norris
Advisor:
_ o�oc
Murphy Brown LLC (Attn: Michael
3�EP
Norris)
o - Waste
Report PO Box856
Warsaw, NC 28398
ry �„
Links to Helpful
Information Sampled: 02/21/2019 Duplin County
Received: 02/22/2019
Farm: Register Truck Wash
Completed: 02/25/2019 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Me
Other Results
C Al Na CI
ID: RTW1
Code: ALS
Total N:
70.0 286 41.6 4.57 7.60 3.45 0.09 0.24
0.11 0.15
-
- 0.52 202 -
Description: Swine
Total Kjeldahl N: 768
-
- -
- -
- - -
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(10 S/cm) (MS/CM) (Unitless) (Ib/yd3) (%)
(1000 gal)
(Unitless)
(%)
- - 7.82 - -
-
-
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Me
Al Na CI
Irrigation
3.20 1.34 2.86 0.35 0.04 0.06 0.03 T T
T T
-
T 1.69 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW2
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Me
C Al Na CI
Code: ALS
Total N:
36.8 169 27.7 4.29 4.90 0.66 0.02 0.07
0.04 0.12
-
- 0.36 118 -
Description: Swine
Total Kjeldahl N: 317
Lagoon Liq.
Inorganic:
--
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(10 S/cm) (MS/cm) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(%)
-
7.83
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (Ib/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Me
Al Na Cl
Irrigation
1.32 0.70 1.69 0.23 0.04 0.04 0.01 T T
T T
-
T 0.98 -
North Carolina
[A,
bacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you far using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.neagr.gov/agronomi/ Report No. FY19-W005188
Michael Norris Sampled: 02/21/2019 1 Received: 02/22/2019 1 Completed: 02/25/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
At = Aluminum
Cu = Copper
NHa N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NOa-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 Ib/unit)
Additional information: www.ncaqr.gov/acironomi/pdffilgL/uwaste.pdf & www.nr-aqr.gov/agronomi/pdffiles/wasteguide.Ddf

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO03975
Predictive Client: Michael Norris
Advisor:
c 0y Murphy Brown LLC (Attn: Michael
�o
Norris)
A Waste Report PO Box856
A
Warsaw, NC 28398
�°ro
��
Sampled: 01/02/2019 Duplin County
Links to Helpful Information
Received: 01/04/2019
Farm: Register Truck Wash Completed: 01/11/2019 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Mo
Other Results
C AI Na Cl
ID: RTW1
Code: ALS
Total N: 82.5 317 46.3 4.77 9.45 4.43 0.08 0.33
0.16 0.14
-
- 1.04 211 -
Description: Swine
Total Kjeldahl N: 807
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N (105 S/cm) (MS/CM) (Unitless) (lb/yd°) (%)
(1000 gal)
(Unitless)
(%)
- - 7.87 - -
-
-
-
Ep^; 5
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
3.37 1.58 3.17 0.39 0.04 0.08 0.04 T T
T T
-
0.01 1.76 -
Agronomist's Comments: Hunter G. Landis 1/10/2019 8:08 AM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Mo
Other Results
C Al Na CI
ID: RTW2
Code: ALS
Total N: 43.7 184 32.0 4.54 4.46 1.51 0.01 0.07
0.06 0.10
-
- 0.56 119 -
Description: Swine
Total Kjeldahl N: 437
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N (10s S/cm) (mS/cm) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(%)
... .., _
- - 7.93 - -
-
-
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
AI Na CI
Irrigation
1.82 0.83 1.84 0.27 0.04 0.04 0.01 T T
T T
-
T 0.99 -
North Carolina
a, y
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and .safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W003975
Michael Norris Sampled: 01/02/2019 1 Received: 01/04/2019 1 Completed: 01/11/2019 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncaqr.gov/agronomi/pdffilgL/uwaste.pdf & www.ncaor.gov/agronomi/pdffiles/wasteguide.l)df

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO02995
Predictive Client: Michael Norris
Advisor:
Aug\�ULTv>uq,o
Murphy Brown LLC (Attn: Michael
r
w �
)
Waste Report PO Box856
o
' Warsaw, NC 28398
J4
S„7
niN.M" ° Links to Helpful Information Sampled: 11/09/2018 Duplin County
Received: 11/13/2018
Farm: Register Truck Wash Completed: 11/16/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW1
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na Cl
Code: ALS
Total N: 104 384 49.4 5.01 12.7 6.87 0.14 0.62
0.27 0.14
-
- 1.85 249 -
Description: Swine
Total Kjeldahl N: 1180
Lagoon Liq.
Inorganic: 1200 --
-
- _ _- - --
Grower Comments:
NH4 N 1200 SS EC pH BD CCE
ALE
C:N
DM
ry;,,,Provided ,-,,,,
NO3-N 0.13 (10 S/cm) (MS/cm) (Unitless) (lb/yd-) (%)
(1000 gal)
(Unitless)
NE`d:;
4U 1
- - 7.96 - -
-
-
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
4.90 1.99 3.84 0.41 0.04 0.11 0.06 T 0.01
T T
-
0.02 2.08 -
Agronomist's Comments: Hunter G. Landis 11/15/2018 12:07 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW2
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na CI
Code: ALS
Total N: 44.0 180 31.6 8.28 4.26 2.86 0.05 0.09
0.14 0.11
-
- 0.81 122 -
Description: Swine
Total Kjeldahl N: 408
Lagoon Liq.
Inorganic: 399 -- -- -- - - --- --- - - -
-
Grower Comments:
NHa N 399 SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N 0 (10 s S/cm) (MS/CM) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
M
9
7.95
-
'
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
1.70 0.84 1.80 0.26 0.07 0.04 0.02 T T
T T
-
0.01 1.02 -
North Carolina
j � �
ow
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W002995
Michael Norris Sampled: 11/09/2018 1 Received: 11/13/2018 1 Completed: 11/16/2018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
At = Aluminum
Cu = Copper
NHaN = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
s = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 Ib/unit)
Additional information: www.ncaqr.gov/agronomi/pdffiles/uwaste.pdf & www.ncagr.qov/agronomi/pdffiles/wasteguide.Ddf

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO02994
-'ULIUR,N°C Predictive
Client: Michael Norris
Advisor:
P
Murphy Brown LLC (Attn: Michael
r
w c
Norris)
w - M Waste
Report POBox 856
Warsaw, NC 28398
Links to Helpful
Information Sampled: 11/09/2018 Duplin County
Received: 11/13/2018
Farm: Register Truck Wash
Completed: 11/16/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: RTW3
Nitrogen (NJ P K Ca Mg S Fe Mn Zn
Cu
B Mo
C Al Na CI
Code: ASO
Total N:
67.7 267 38.8 7.16 8.00 4.42 0.09 0.31
0.20
0.13 -
- 1.14 173 -
Description: Lagoon
Total Kjeldahl N: 697
Sludge (Other)
Inorganic:
--
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(10 S/cm) (MS/CM) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(%)
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu
B Mo
Al Na Cl
Irrigation
2.90 1.29 2.67 0.32 0.06 0.07 0.04 T T
T
T -
0.01 1.44 -
North Carolina
A -
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thankyou for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W002994
Michael Norris Sampled: 11/09/2018 1 Received: 11/13/2018 1 Completed: 11/16/2018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncagr.gov/agronomi/pdffiles/uwaste.pdf & www.ncagr.gov/agronomi/pdfflles/wasteguidg_.gdf

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO01576
`*uae�e Predictive Client: Michael Norris
Advisor:
Murphy Brown LLC (Attn: Michael
i Norris)
m Waste Report PO Box856
o. Warsaw, NC 28398
'PuuHuru �e^^' Links to Helpful Information Sampled: 09117/2018 Duplin County
Received: 09/20/2018
Farm: Register Truck Wash Completed: 09/25/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Mo
Other Results
C Al Na CI
ID: RTW1
Code• ALS
Total N: 123 329 63.9 10.1 15.6 10.1 0.38 3.31
0.49 0.20
-
- 4.13 252 -
Description: Swine
Total Kjeldahl N: 1250
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N (le S/cm) (MS/CM) (Unitless) (lb/yd3) M
(1000 gal)
(Unitless)
M)
- - 7.69 - -
-
-
-
�r? "A
2 � LL�
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (Ib/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
5.22 2.35 3.29 0.53 0.08 0.13 0.08 T 0.03
T T
-
0.03 2.10 -
Agronomist's Comments: Hunter G. Landis 9/24/2018 1:19 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specifed.
Cu B
Mo
Other Results
C Al Na Cl
ID: RTW2
Code: ALS
Total N: 9.42 63.1 15.3 8.95 1.76 0.27 0.01 0.07
0.08 0.12
-
- 0.15 58.2 -
Description: Swine
Total Kjeldahl N: 21.4
Lagoon Liq.
Inorganic: - - __ _ _-
-
__ __
Grower Comments:
NH4-N SS EC pH BD CCE
ALE
C:N
DM
Not Pfpi ii�ec e ., _
NO3-N (105 S/cm) (MS/CM) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(%)
L1 9
6.69
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na CI
Irrigation
0.09 0.18 0.63 0.13 0.07 0.01 T T T
T T
-
T 0.49 -
Agronomist's Comments: The pH of the lagoon sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action and waste processing. Contact a
Technical Specialist if you would like additional assistance.
North Carolina
Ar
Tobacw Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner ofAgrimlture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W001576
Michael Norris Sampled: 09/17/2018 1 Received: 09/20/2018 1 Completed: 09/25/2018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
At = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncaqr.gov/agronomi/pdffiles/uwaste-pdf & www.ncagr.gov/agronomi/pdffiles/wasteguide.pdf

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-WO01577
Predictive
Client: Michael Norris
Advisor:
Pcp`cucruRe^+
Murphy Brown LLC (Attn: Michael
•' `
Norris)
Waste
Repo PO Box 856
Warsaw, NC 28398
s*°
Links to Helpful
led: 09/17/2018 Du lin County
Information Sampled: p b
Received: 09/20/2018
Farm: Register Truck Wash
Completed: 09125/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specified.
Cu B Mo
Other Results
C At Na CI
ID: RTW3
Code: ASO
Total N:
9.55 27.8 20.8 8.05 1.73 0.25 0.02 0.11
0.07 0.13 -
- 0.07 13.1 -
Description: Lagoon
Total Kjeldahl N: 25.6
-- ---
-
-
Sludge ter
Inorganic:
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE CA
DM
Not PlIovided
NO3-N
(10-6 S/cm) (MS/CM) (Unitless) (lb/yd3) M
(1000 gal) (Unitless)
M
HP 2 ur
- - 6.83 - -
- -
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (Ib/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B Mo
Al Na CI
Irrigation
0.11 0.18 0.28 0.17 0.07 0.01 T T T
T T -
T 0.11 -
North Carolina
[VIAW
bacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thankyou for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W001577
Michael Norris Sampled: 09/17/2018 1 Received: 09/20/2018 1 Completed: 09/25/2018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample).
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
CI = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncagr.gov/agronomi/pdffiles/uwaste.pdf & www.ncagr.gov/agronomi/pdffilestwasteguide.pdf -

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY19-W000103
Predictive Client: Michael Norris
Advisor:
�wcvcrua¢,wo
�a goy Murphy Brown LLC (Attn: Michael
i Norris)
A Waste Report PO Box 856
o F Warsaw, NC 28398
ry '"on„nro se^^' Links to Helpful Information Sampled: 07/09/2018 Duplin County
Received: 07/10/2018
Farm: Register Truck Wash Completed: 07/16/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
Nitrogen (N) P K Ca Mg S Fe Mn Zn
specified.
Cu B
Mo
Other Results
C Al Na CI
ID: RTW1
Code: ALS
Total N: 1 135 364 94.9 23.1 25.2 34.1 0.58 3.95
1.05 0.18
-
- 22.3 253 -
Description: Swine
Total Kjeldahl N: 1170
Lagoon Liq.
Inorganic:1070
Grower Comments:
NH4-N 1070 SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N 0.38 (10 S/cm) (MS/CM) (Unitless) (lb/yd°) (%)
(1000 gal)
(Unitless)
M
E
- - 7.48 - -
-
-
-
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation 4.87 2.58 3.64 0.79 0.19 0.21 0.28 T 0.03
0.01 T
-
0.19 2.11 -
Agronomist's Comments: Hunter G. Landis 7/13/2018 12:20 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specified.
Other Results
ID: RTW2
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na CI
Code: ALS
Total N: 15.6 103 31.0 14.8 2.49 1.75 0.02 0.16
0.10 0.12
-
- 0.83 98.1 -
Description: Swine
Total Kjeldahl N: 46.0
Lagoon Liq.
Inorganic: 38.5
Grower Comments:
NH4-N 38.0 SS EC pH BD CCE
ALE
CA
DM
Not Provided
NO3-N 0.50 (1e S/cm) (MS/cm) (Unitless) (lb/yd3) (%)
(1000 gal)
(Unitless)
(% )
., : ,�
AU-1 2
Estimate of Nutrients Available for First Year (Ib/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Irrigation
0.19 0.30 1.03 0.26 0.12 0.02 0.01 T T
T T
-
0.01 0.82 -
North Carolina
[A-
T,
bacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY19-W000103
Michael Norris Sampled: 07/09/2018 1 Received: 07/10/2018 1 Completed: 07/1612018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder mayor may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncagr.00v/agronomi/pdffles/uwaste.pdf & www.ncagr.gov/agronomi/pdffiles/wasteguide.odf

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomil Report No. FY18-WO07595
Predictive Client: Michael Norris Advisor:
POAsco�Turee,won
oy Murphy Brown LLC (Attn: Michael
Norris)
,,y
Waste Repot L PO Box 856
r Warsaw, NC 28398
ry 7
Links to Helpful Information Sampled: 06/09/2018 Duplin County
Received: 06/12/2018
Farm: REGISTER TRUCK WASH Completed: 06/21/2018 PALS #: 452706 PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specifed. Other Results
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B Mo C At Na Cl
ID: RTW1
Code: ALS
Total N: 83.9 254 63.2 33.8 22.1 7.96 0.32 1.12 0.35 0.37 - - 3.92 220 -
Description: Swine
Total Kjeldahl N: 541
Lagoon Liq.
Inorganic: - - - -
Grower Comments:
NH4-N SS EC pH BD CCE ALE C:N DM
Not Provided
NO3-N (105 S/cm) (MS/cm) (Unitless) (lb/yd3) M (1000 gal) (Unitless) M
JUL 0 2 2818
6.97 -
Estimate of Nutrients Available for First Year (lb/1000 gal) Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo At Na CI
Irrigation
2.26 1.60 2.54 0.53 0.28 0.18 0.07 T 0.01 T T - 1 0.03 1.84 -
Agronomist's Comments: The pH of the lagoon sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action and waste processing. Contact a
Technical Specialist if you would like additional assistance. Hunter G. Landis 6/20/2018 12:15 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specifed. Other Results
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B Mo C Al Na CI
ID: RTW2
Code: ALS
Total N: 10.8 75.6 32.1 14.4 2.91 0.89 0.03 0.10 0.07 0.30 - - 0.29 74.0 -
Description: Swine
Total Kjeldahl N: 29.9
- _
Lagoon Liq.
Inorganic:
Grower Comments:
NH4-N SS EC pH BD CCE ALE C:N DM
Not Provided
NO3-N (105 S/cm) (mS/cm) (Unitless) (lb/yd3) M (1000 gal) (Unitless) M
- - 6.88 - - - - -
q
� 0 2 2ai8
Estimate of Nutrients Available for First Year (lb/1000 gal) Other Results (lb/loop gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo At Na Cl
Irrigation
0.12 0.21 0.76 0.27 0.12 0.02 0.01 T T T T - T 0.62 -
Agronomist's Comments: The pH of the lagoon sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action and waste processing. Contact a
North Carolina
rA�
1.
Tobaao Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner o/Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.neagr.gov/agronomi Report No. FY18-W007595
Michael Norris Sampled: 06/09/2018 1 Received: 06/12/2018 1 Completed: 06/21/2018 Page 2 of 2
Technical Specialist if you would like additional assistance.
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter [for semi -solid and
At = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncaor.gov/agrono_mi_/ad_ffi_le_slu_w_as_te_.2d_f & www.neaar.aov/acironomi/pdffiles/wasteguide.pdf

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY18-WO06553
opcu�Tuae o Predictive Client: Michael Norris Advisor:
Murphy Brown LLC (Attn: Michael
)
Waste Report PO Box 856
Warsaw, NC 28398
Sampled: 0412512018 Duplin County
`ovHueuIg''Links to Helpful Information
Received: 04/26/2018
Farm: Register Truck Wash Completed: 05/02/2018 PALS #: 452706
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specified.
Other Results
ID: RTW1
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B
Mo
C Al Na CI
Code: ALS
Total N: 38.7 119 55.0 18.1 12.5 3.02 0.22 0.31 0.32 0.15
-
- 0.93 146 -
Description: Swine
Total Kjeldahl N: 200
Lagoon Liq.
Inorganic: _
Grower Comments:
NH4-N SS EC pH BD CCE ALE
QN
DM
Not Provided
NO3-N (10 S/cm) (mS/cm) (Unitless) (lb/yd3) (%) (1000 gal)
(Unitless)
(%)
7.31 -
MAY ® 2
cu.ii
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B
Mo
Al Na Cl
Irrigation
0.83 0.74 1.20 0.46 0.15 0.10 0.03 T T T T
-
0.01 1.22 -
Agronomist's Comments: Hunter G. Landis 5/1/2018 2:29 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless uthelwise specifed.
Other Results
ID: RTW2
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B
Mo
C Al Na CI
Code: ALS
Total N: 7.49 59.8 27.9 12.9 4.62 0.82 0.02 0.23 0.25 0.13
-
- 0.57 57.0 -
Description: Swine
Total Kjeldahl N: 18.3
Lagoon Liq.
Inorganic: -- -_ -
- -- -
Grower Comments:
NH4-N SS EC pH BD CCE ALE
C:N
DM
Notj,qffc1
(105S/cm) (mS/cm) (Unitless) (lb/yd3) (%) (1000 gal)
(Unitless)
(%
I
Estimate of Nutrients Available for First Year (lb/1000 gap
Other Results (lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B
Mo
Al Na Cl
Irrigation 0.08 0.14 0.60 0.23 0.11 0.04 0.01 T T T T
-
T 0.48 -
Agronomist's Comments: The pH of the lagoon sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action and waste processing. Contact a
Technical Specialist if you would like additional assistance. Values of nitrogen below 20 ppm are below the detection limit for the method that NCDA&CS uses.
North Carolina
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner ofAgriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi Report No. FY18-W006553
Michael Norris Sampled: 04/25/2018 1 Received: 04/26/2018 1 Completed: 05/02/2018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter (for semi -solid and
Al = Aluminum
Cu = Copper
NHrN = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NO3-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncaar.dov/agronomi/odffiles/uwaste.odf & www.ncadr.gov/agronomi/pdffiles/wasteguide.odf

NCDA8:CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomil Report No. FY18-WO05316
Predictive Client: Michael Norris Advisor:
GwLULTfIgEµo
ooN Murphy Brown LLC (Attn: Michael
2a
Norris)
h
oa ;Waste Report PO Box 856
Warsaw, NC28398
Sampled: 03/12/2018 Duplin County
Links to Helpful Information
Received: 03/13/2018
Farm: Register Truck Wash Completed: 03/19/2018 PALS #: 452706 PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specifed. Other Results
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B Mo C All Na Cl
ID: RTW1
Code: ALS
Total N: 46.3 150 57.5 18.7 10.2 2.22 0.20 0.10 0.04 0.12 - - 0.35 132 -
Description: Swine
Total Kjeldahl N: 267
Lagoon Liq.
Inorganic: 183
S EC pH BD CCE ALE QN DM
Grower Comments:
NH4-N 183 s
(10 S/cm) (ms/cm) (Unitless) (lb/yd3) N (lb/1000 gal) (Unitless) N
Not Provided
NO3-N 0.25
- - 7.18 - - -
A 3®®
Estimate of Nutrients Available for First Year (lb/1000 gal) Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo All Na Cl
Irrigation
1.11 0.88 1.51 0.48 0.16 0.09 0.02 T T T T - T 1.10 -
Agronomist's Comments: Hunter G. Landis 3/16/2018 2:21 PM
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specifed. Other Results
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B Mo C Al Na CI
ID: RTW2
Code: ALS
Total N: 8.66 66.2 29.1 11.4 3.14 0.77 0.01 0.02 0.03 0.11 - - 0.29 59.2 -
Description: Swine
Total Kjeldahl N: 27.6 _
Lagoon Liq.
Inorganic: 32.7
SS EC pH BD CCE ALE C:N DM
Grower Comments:
NH4-N 31.1
(1e Stem) (mS/cm) (Unitless) (lb/yd3) (%) (lb/1000 gal) (Unitless) (%)
Not Provided
NO3-N 1.60
-
R6lir5
Estimate of Nutrients Available for First Year (lb/1000 gal) Other Results (lb/1000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo Al Na Cl
Irrigation
0.11 0.17 0.66 0.24 0.10 0.03 0.01 T T T T - I T 0.49 -
Agronomist's Comments: The pH of the lagoon sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action and waste processing. Contact a
Technical Specialist if you would like additional assistance.
North Carolina
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality-
- Steve Troxler, Commissioner ofAgriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomil Report No. FY18-W005316
Michael Norris Sampled: 03/12/2018 1 Received: 03/13/2018 1 Completed: 03/1912018 Page 2 of 2
Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are
analyzed as received; all other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60% of the nitrogen becomes available within one year of application. The remainder may or may not ever become
available.
ALE is Agricultural Lime Equivalence. The ALE
DM% is percent Dry Matter (for semi -solid and
Al = Aluminum
Cu = Copper
NH4-N = Ammonium -N
indicates the amount of the waste material that
solid waste, this value facilitates conversion of
As = Arsenic
Fe = Iron
Ni = Nickel
provides a limiting effect equivalent to one ton of
dry -basis concentrations (ppm) back to
B = Boron
K = Potassium
NOs-N = Nitrate -N
agricultural grade limestone.
wet -basis of original sample].
Ca = Calcium
Mg = Magnesium
P = Phosphorus
BD is Bulk Density in Ib/yd3.
EC (Electrical Conductivity) measures
Cd = Cadmium
Mn = Manganese
Pb = Lead
CCE is Calcium Carbonate Equivalence and is
salinity, or soluble salts (SS).
Cl = Chloride
Mo = Molybdenum
S = Sulfur
used to determine ALE.
pH measures basicity/acidity.
Cr = Chromium
N = Nitrogen
Se = Selenium
C:N ratio is the Narbon:Nitrogen ratio.
Na = Sodium
meq/L = milliequivalent per liter; mS = millisiemens; ppm = parts per million or mg/L; S = siemens; T = trace (<0.005 lb/unit)
Additional information: www.ncaar.cov/agronomi/gdffiiles/uwaste2df & www.nGagr.aov/agronomi/pdffiles/wasteguide.pdf

APPENDIX C

ANALYTICAL & CONSULT ING CHEMIST
Environmental Chemists, Inc.
6602 Windmill Way, Wilmi-ngton, C 28JO � 91039102223 L9 910.392.424 Fax
710 Bowsertown I oad, khinteo, NC '':)2.43.5; 02 Lab,'Fax
2'�5-A Wi'lmino;ton Hi-hwav, Jackson Hl , NC 28540 * 91-0.34 .5 3 Lab; Fax
iti c (i:e,i -ir n nent�tic liemists.co
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC
28398
Customer ID: 08110011
Attention:
Report #: 2019-1444
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37193 Site: AG-1
8/27/2019 12.10 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Capper
EPA 2007
0.015 mg/L
08/30/2019
Sodium
EPA 2001
5.72 mg/L
08/30/2019
Zinc
EPA 200.7
<0.01 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SIM 2540 c
176 rng/L
08/29/201
Chloride
sM 4500 ci E
13 mg/L
09/09/2019
Total Phosphorus
sip 4500 P F
2.37 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
13.8 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 13.8 mg/L
09/03/2019
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37196 Site: AG-2
8/27/2019 1:00 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 204.7
<0.01 mg/L
08/30/2019
Sodium
EPA20t1.7
7.64 mg/L
08/3012019
Zinc
EPA200.7
0.014mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 c
99 mg/L
08/29/2019
Chloride
SM 4540 ci E
14 mg/L
09/09/2019
Total Phosphorus
SM4500PE
1,58 g/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
nitrate+Nitrite-Nitro en
0
EPA 353.2
10.5 rn /�
g
0910212019
Nitrate Nitrogen
Subtraction Method 10.5 mg/L
09/03/201
Report #:: 2E11 g-14444 Page! of 7

Environmental Chemists,
•
6602 Windmill lVay, W [wing In, N` 28405 - 910.392.0223 Lab - 910.392.4424 Fax
710 Bowse�rto n Road, anteo, NC 27954 - Zi .� 5702 Lab/Fax
2-55-A Wilmington Highway, l ck—So ville, NC 28540 - 9i0.347.5843 Lab,'Fax
infc; c err.irorsn_ent l - emists.com
Smithfield Hog Productions - Warsaw
Data of Report. Sep 10, 2019
Post Office Box 856
Customer PO
Warsaw NC
2 398
Customer ID: 08110011
Attention:
Report #: 2019-14444
Project ID: AG Protein
Lab ID Sample ID;
Collect Date/Time Matrix Sampled by
19-37197 Site: AG-3
8/27/2019 11:35 AM dater Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 200.7
<0.01 mg/L
08/30/2019
Sodium
EPA 200.7
1.75 mg/L
08/30/2019
Zinc
EPA 2001
0.108 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
sly 2540 c
84 mg/L
08/29/2019
Chloride
SM 4500 c1 E
< 5 mg/L
09/09/2019
Total Phosphorus
sin 4500 P P
0.42 mg/L
09/09/2019
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
EPA 3512
< 0.02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
0.81 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 0.81 mg/L
09/03/2019
Lab ID Sample ID.
Collect Date/Time Matrix Sampled by
19-37198 Site. AG-4
8/27/2019 11:27 AM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 200.7
<0.01 mg/L
08/30/2019
Sodium
EPA 200.7
6.10 mg/L
08/30/2019
Zinc
EPA 200.7
0.047 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 c
89 mg/L
08/29/2019
Chloride
SM 4500 c1 E
< 5 mg/L
09/09/2019
Total Phosphorus
SM 4500 P r
0.51 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
nitrate+nitrite®nitrogen
EPA 353.2
1,29 m /L
09/02/2019
Nitrate Nitrogen
Subtraction Method 1.29 mg/L
09/0312019
Report :: 21 -14444 Page 2 of 7

Environmental Chemists, Inc.
66'02 Wliidmill -Wav, Mmim-ton, NC 28405� * 910,3910'M Lab a 910,392.441-1-4 Fax
0
710 Bovvsertowri Road, Matiteo, NC 27954 * 2'32.473,5702 Lab Tax
255-A Wilrrin-ton Hi-hwav, jacksonville, NC218-540 e 91.0.347.5843 Lab/Fax
ii-�10'(i,',,eiiv�rc)nmentalch,-mists.corrz
Smithfield Hog Productions - Warsaw
Data of Report. Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention:
Report #: 2019-14444
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37199 Site: AG-5
8/27/2019 10:44 AM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 2001
<0.01 mg/L
08/30/2019
Sodium
EPA 2001
3,73 mg/L
08/30/2019
Zinc
EPA 200.7
0.019mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0,2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
65 mg/L
08/29/2019
Chloride
SM 4500 C1 E
< 5 mg/L
091109/2019
Total Phosphorus
SM 4500 P F
0.21 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353,2
0,60 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 0.60 mg/L
09/03/2019
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37200 Site: AG-8/MW-8
8/27/2019 2:26 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 2007
<0.01 mg/L
08/30/2019
Sodium
EPA 2003
3.16 mg/L
08/30/2019
Zinc
EPA 200.7
0,011 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350A
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
80 mg/L
08/29/2019
Chloride
SM 4500 C1 E
9 mg/L
09/09/2019
Total Phosphorus
SM 4500 P F
0,29 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 3532
< 0,02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
1,47 mgiL
09/02/2019
Nitrate Nitrogen
Subtraction Method
1,47 mg/L
09/03/2019
Report #:: 2019-14444 Page 3 of 7

Environmental Chemists, Inc.
6602 Windmill Wav, W;hn'ngton, NC78405, * 910.392,0223 Lab * 910.392,4424 Fax
710 Bowsertown Road, Manteo, NC217954 a 252.473,5702 Lab/Fax
255-A Wilmington H4ghwa-,,,, Jacksonville, NC 28540 o 910,347.5843 Lab,"Fax
info(ci.env��-onrrent�ilche-nists.com
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention:
Report #: 2019-14444
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37201 Site: MW-1
8/27/2019 12=115 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 200,7
<0.01 mg/L
08/30/2019
Sodium
EPA 200.7
17,5 mg/L
08/30/2019
Zinc
EPA 200,7
<0.01 mg/L
08/30/2019
Ammonia Nitrogen
EPA 3501
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
100 mg/L
08/29/2019
Chloride
SM 4500 C1 E
26 mg/L
09/0912019
Total Phosphorus
SM 4500 P F
0,29 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0,02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
0,95 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 0.95 mg/L
09/03/2019
Lab ID Sample ID:
Collect DatetTime Matrix Sampled by
19-37202 Site: MW-2
8/27/2019 1:10 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 2007
<0,01 mg/L
08/30/2019
Sodium
EPA200.7
7,55 mg/L
08/30/2019
Zinc
EPA 200.7
0.014 mg/L
08130/2019
Ammonia Nitrogen
EPA 3501
< 0,2 mg/L
09/07/2019
Total Dissolved Solids JDS)
SM 2540 C
115mg/L
08/29/2019
Chloride
SM 4500 C1 E
12 mg/L
09/09/2019
Total Phosphorus
SM 4500 P F
0.37 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA353.2
i2,1 mgiL
09102/2019
Nitrate Nitrogen
Subtraction Method 12.1 mg/L
09/03/2019
Report #:: 2019-14444 Page 4 of 7

ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602WITId-mill 'v%'ti)',Wimincl;toi.,NC2840-n - 910.392.0223'Llab @ 910.392,44224Fax
71OBowsertown Road, Manteo, N-V27,954 * 252.473,5202 Lab/Fax
255-A Wilmin-ton Highvvay, Jacksoroville, NIC 910.347,55843 Lahr 11 t-1 - I
i n fo(�j�env i ren-men talch emnsts.com
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention:
Report #: 2019-14444
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37203 Site: MW-3
8/27/2019 10:52 AM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 200.7
<0,01 mg/L
08/30/2019
Sodium
EPA 200.7
1,36 mg/L
08/30/2019
Zinc
EPA 200,7
<0.01 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
118 mg/L
08/29/2019
Chloride
SM 4500 C1 E
< 5 mg/L
09/09/2019
Total Phosphorus
SM 4500 P F
0.37 mg/L
09/09/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 353.2
< 0.02 mg/L
08/29/2019
Nitrate+Nitri+e-Nitrogen
EPA 353.2
1,68 mg/L
09/0212019
Nitrate Nitrogen
Subtraction Method 1,68 mg/L
09/03/2019
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37204 Site: MW-4
8/2712019 10:06 AM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 200.7
<0.01 mg/L
08/30/2019
Sodium
EPA 200.7
13.3 mg/L
08/30/2019
Zinc
EPA 200.7
0,014 mg/L
08130/2019
Ammonia Nitrogen
EPA 350.1
0,8 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
231 mg/L
08/29/2019
Chloride
SM 4500 C1 E
10 mg/L
09/09/2019
Total Phosphorus
SM 4500 P F
0,28 mg/L
09/09/2019
Nitrate Nitrogen (Cale}
Nitrite Nitrogen
EPA 3512
0,08 mg/L
08/29/2019
Nitrate+Nitnte-Nitrogen
EPA 353,2
5.97 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method 5.89 mg/L
09/03/2019
Report #:: 2019-14444 Page 5 of

ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Wiridmill 'A'a,, Wilmiri-ton, NC-28405 * 910.392.0223 Lab a 910.'-Q?.4424 Fax
710 Bowqertown Road, %lanteo, NC 27954
2;-5-A Wiiriington Highway, jacksonville, NC 2KD40 o 910.34",5843 Lab/Fax
i�lft)�� ,Ilp", ,e- roiimentalp hemistls.com
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer PO #:
Warsaw NC
28398
Customer ID: 08110011
Attention-
Report #: 2019-14444
Project ID: AG Protein
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-37205 Site: MVV-5
8/27/2019 10:00 AM Water Art Barnhardt
Test
Method
Results Date Analyzed
Copper
EPA 2007
<0.01 mg/L
08/30/2019
Sodium
EPA 200.7
11.7mg/L
08/30/2019
Zinc
EPA 200.7
<0.01 mg/L
08/30/2019
Ammonia Nitrogen
EPA 350.1
< 0.2 mg/L
09/07/2019
Total Dissolved Solids (TDS)
SM 2540 C
175 mg/L
08/29/2019
Chloride
SM 4500 C1 E
21 mg/L
09/09/2019
Total Phosphorus
SM 4500 P F
0.23 mg/L
09/09/2019
Nitrate Nitrogen {Cale)
Nitrite Nitrogen
Nitrate+Nitrite-Nitrogen
Nitrate Nitrogen
Lab ID Sample ID:
19-37206 Site: MW-6
am
Ammonia Nitrogen
Total Dissolved Solids (TDS)
Chloride
Total Phosphorus
Nitrate Nitrogen {Cale)
EPA 353.2
EPA 353,2
Subtraction Method
EPA 2007
EPA 200,7
EPA 200.7
EPA 350.1
SM 2540 C
SM 4500 C1 E
SM 4500 P F
< 0.02 mg/L 08129/2019
11,3 mg/L 09/02/2019
11,3 mg/L 09/03/2019
Matrix Sampled by
Water Art Barnhardt
Results Date Analyzed
<0,01 mg/L
08/30/2019
2,19 mg/L
08/30/2019
<0,01 mg/L
08/30/2019
< 0,2 mg/L
09/07/2019
67 mg/L
08/29/2019
< 5 mg/L
09/09/2019
0.55 mg/L
09/09/2019
Nitrite Nitrogen EPA 3512 0,07 mg/L 08/29/2019
Ni r f 4Nli+ri+ -KIi+ —
E51
..a-.--I-hogen RA32 0,44 mgiL 09/02/2019
Nitrate Nitrogen Subtraction Method 0.37 mg/L 09/03/2019
Report #!: 2019-14444 Page 6 of 7

Environmental Chemists, Inc.
6602 Windmill XVav, Wilmington, NC 28405 -- 91 .392.0223 Lair o 910.392, 24 Fax
-/-'0 Bowsertown Road, %Manteol, NC 27954 * 252,473.5702 Lab/Fax
?55-A ti "Tilrnin-ton l i-h ^. v, Jacksonville, NC 28540 * 910,347
.5€ 3 vaL,'Fax
=tifc-(ctieis£%iro-,i�—,enta ci?i mists,com
Smithfield Hog Productions - Warsaw
Date of Report: Sep 10, 2019
Post Office Box 856
Customer Pt? #:
Warsaw NC
28398
Customer ID. 08110011
Attention:
Report ##: 2019-14444
Project ID: ACC Protein
Lab ID Sample ID.
Collect Date/Time Matrix Sampled by
19-37207 Site: Stage 2 Register
8/2812019 12:30 PM Water Art Barnhardt
Test
Method
Results Date Analyzed
Ammonia Nitrogen
EPA 350.1
450 mg/L
09/07/2019
Residue Suspended JSS)
SM 2540 0
173 mg/L
08/29/2019
Total Kjeldahl Nitrogen (TKN)
sin 4500 org B
438 mg/L
09/10/2019
Total Phosphorus
SM 4500 P r
137 mg/L
09/09/201
BOD
SM 5210 B
109 mg/L
08/28/2019
Fecal Coliform
SM 0222D MF
28 Colonies/100mL
08128/2019
Nitrate Nitrogen (Cale)
Nitrite Nitrogen
EPA 3512
0.21 mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 3512
0.08 mg/L
09/02/2019
Nitrate Nitrogen
Subtraction Method
<0.02 mg/L
09/03/2019
Total Nitrogen (Cale)
Total Nitrogen
Tote Nitrogen
438 mg/L
09/10/2019
Comment:
Reviewed by:
Report #:: 201 g-14444 Page 7 of 7

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Ag Protein Trailer Wash Water Balance
Revised: 9.17-19
Summary
This water balance has been revised to reflect the 0.84 lb/1000 gal average PAN results at the Register Trailer
Wash over the past year. There are 92 days of temporary storage provided in the 2nd stage lagoon.
Daily Water Use
Total(gpd)
Total(0
Daysof
Temporary
5,000
668.4
92
--Total includes 500 gal/day of wall water and 4,500
gal/day of trailer wash water.
Storaqe Basin Volumes
E9
Freeboard
1st Stage Permanent
Storage
Ist Stage
Sludge Storage
2rd Stage Temporary
Storage
2nd Stage
Permanent
Top Berm Width (ft)
234
Top Berm Length (ft)
127
Max. Lig Width (ft)
214
112
58
102
48
Max. Llq Length (fit)
115
in
61
115
61
Bottom Width (ft)
58
52
48
42
Bottom Length ltt)
61
55
61
55
Side Sloe
3
3
3
3
3
Lip. Depth (ft)
9
1
9
1
freeboard (ft)
2
Volume(ft3)
55,200
69,507
3,193
61,587
2,613
Weather Data
PreciP In
Evap(in)
January
4.40
1.58
February
4.05
2.01
March
4.64
3.30
April
4.26
4.33
May
4.03
5.41
June
6.08
5.49
July
6.18
5.20
Au ust
7.12
4.18
September
5.53
3.63
October
4.73
2.61
November
3.62
1.69
December
3.89
1.44
Annual
58.53
40.86
'-Weather Lana is from the Clinton Hadicultuml Crops
Research Station from 1986-2014. Precip is 801h percentile
and evap is open water evaporation based on the Penman-
MomeiN equation.
Irrigation Rates
Field A3 (in)
Field B3 (in)
Fleld At (in)
Field In (In)
gal applied
cf applied
Jan
0.95
0.95
0.95
0.95
182,122
24,348
Feb
0.95
0.95
0.95
0.95
182,122
24,348
Mar
0.95
0.95
0.95
0.95
182,122
24,348
r
0.95
0.95
0.95
0.95
192,122
24,348
May
0.95
0.95
0.95
0.95
182,122
24,348
Jun
0.95
0.95
0.95
0.95
192,122
24,348
Jul
0.95
0.95
0.95
0.95
182,122
24,348
Aug0.95
0.95
0.95
0.95
182,122
24,348
Sep
0.95
0.95
0.95
0.95
182,122
24,348
Oct
0.95
0.95
0.95
0.95
382, 122
24,348
Nov
0.95
0.95
0.95
0.95
182, 122
24,348
Dec
0.95
1 0.95
1 0.95
1 0.95
182, 122
1 348
Amid.
11.40
1 11.40
1 11.40
1 11.40
2,165,463
292,174
-Field A3 area (ac)= 1.50
'-Field B3 area (ac)= 1.81
'--Field Al area (ac)= 1.74
-Fieltl B1 area (ac)= 2.01
`,N CA
E.

Basin Water Balance
Days
Inflow from
Washbay loft
Weather gain/loss
M
Net inflow to Basin
(oil
January
31
20,722
6,987
27,709
February
28
18,717
5,046
23,762
March
31
20,722
3,329
24,051
April
30
20,053
(179)
19,875
May
31
20,722
(3,409)
17,313
June
30
20,053
1,467
21,520
July
31
20,722
2,418
23,140
August
31
20,722
7,285
28,007
September
30
20,053
4,709
24,762
October
31
20,722
5,257
25,978
November
301
20,053
1 4,781
24,835
December
311
20,722
1 6,067
26,789
Annual
1 3651
243,984 1
43,758
1 287,742
Sprayfields Hydraulic Balance
Month
Net Inflow(cf)
Irrigation(cf)
Cumulative Storage
Volume Year l (cf)
Cumulative Storage
Volume Year 2(cf)
0
8,632
January
27,709
24,348
3,361
11,993
February
23,762
24,348
2,775
11,407
March
24,051
24,348
2,479
11,111
April
19,975
24,348
6,638
May
17,313
24,348
June
21,520
24,348
July
23,140
24,348
August
28,007
24,348
3,659
3,659
September
24,762
24,348
4,073
4,073
October
25,978
24,348
5,704
5,704
November
24,835
24,348
6,191
6,191
December
26,789
24,348
8,632
8,632
Annual
287,742
292,174
Sprayfields Nutrient Balance
Field
Net Irrigation
(gal)
Total N applied
(lb/acre)
A3
464,333
260
B3
560,296
260
At
538,627
260
Bt
622,207
260
N concentration- 0.84 Ibs N/1000 gal (based on past year of results from Register Trailer Wash)
--Total N applied is less than the 320 lb/acre maximum.
Residuals Storage
Volume Provided
3,193
A
ai y o ume
Produced
0.4
cf/day
ays "rage
Provided
8,093
days

OWNER:
MURPHY-BROWN LLC
PO BOX 856
WARSAW NC 28398
[phone] / [phone] (FAX)
DESIGN ENGINEER: JOSHUA OUTLAW
AG PROTEIN TRAILER WASH
SITE PLANS
PROJECT LOCATION:
MAGNOLIA, DUPLIN COUNTY, NC
SHEET INDEX:
1 COVER SHEET
2 OVERALL SITE/UTILITIES PLAN
3 SHOP GRADING PLAN
4 LAGOON AND WASH BAY GRADING PLAN
5 DETAILS
ONNER: MURPHY FARMS, INC
(MURPHY FARMS, INC IS A WHOLLY OWNED
SUBSIDIARY OF MURPHY-BROWN LLC)
SITE ADDRESS: 420 BONHAM RD
MAGNOLIA, NC 28453
PARCEL / : 12-970
SITE o
0 0
i o
o
o BONHAM RD �{ 90�
:lNAYriRC)SS
VICINITY MAP
(NOT TO SCALE)
m ill

I �
I �
150'
SPRAYFIELD
SETBACK
APARKING
STGING/
--�� AREA (90'x50')
EXISTING ANIMAL
WASTE LAGOON
-
- Q�TB
—
n �
K Z I
n n 1
SHOP
PAD ELEV=105.30
DISPATCH OFFICE
\ FUEL ISLAND \
\ \ PAD ELEV=103.00
z
Fm
/
PR
TB
AV
PRIMARY /T
STAGE
(90 DAYS
STORAGE)
2ND STAGE ,
(90 DAYS
STORAGE)
/
I �
(EXISTING ANIMAL
I i WASTE LAGOON
I 719
I
I
T,
1
>
1
1
1
T
\
S
40 20 0 <0
SCALE 1INCH=40 FEET
0
-6
0

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x
i \
I 11 0 f �f g S a
l SHOP
II ID ELEV= 105 V v/
�x. \ ��
II�I� II �QP� DISPATCH OFFICE
I 1 —I / a
I / / %1CPP
IN LF 10 .00 I / INV OUT-1.W
/ II .0195
SLWE 0 0. 5S
1INVFUEL ISYAND / 6'DR START
TILE d89.00 I
STPRT INV=89.00
ELEV / 03.00
i
A
IL.. GATES
/
/
N
I + 1
/+ r/
,+ r
EARTHWORK CALCULATION DATA
METHOD USED: TIN
CUT FILL
SHOP BUILDING PAD 840 1440
WASH BAY BUILDING PAD 0 330
LAGOON 3965 3220
FILL NEEDED 185
1. ALL WANTTES ARE IN CUBIC YARDS. AND
PILL VOLUMES HAVE BEEN ADJUSTED BY 15X
2 NO TOPSOIL IS ACCOUNTED FOR IN THESE
VOLUMES
3. RNISHEO GRADE BAC U- INCLUDES MATERIAL
USED TO CREATE PROPER DRNNAGE. WA WAY
E ARON% AND FEEDPAD GRADES AFTER
FOUNDAROI WORK IS COMPLETE.
30 15 0 30
SCALE:I INCH=30 FEET
a
0
D,
k
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w
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0
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6' MAN TLE
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19
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1
a OpQ\ `I
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FLOW PROFILE
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uaeni
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w
n
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--
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HweexO
- —
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Station HORIZONTAL 1"=IDO'
VERTICAL: 1"=10'
a
n
1R SbIIe
Slutlge Sronge
Intl SHge
Temporery5tplage
2Ad Sd
Pem ntTo
M m Width (R)Top
Beml Wngdi lft)
Wx.0 Width lftl
5B
102
MgMax.URlen
R
n2m
61
115
61Bottom
Wiidth IN)51
48
42B7
Lenldh(R)55
61
55Side
Sla
3
3
3ua.ce
h(n1
9
1fineboaN(N)
Volume IM)
I I
55,201
1 SW7
1 3,193 1
61,582 1
2,613
GENERAL NOTES
1. TOPSOIL AND MGMIC MATTER BHAIL BE STRIPPED MOM LAGOON MEAS PRIOR TO PLACING FILL THIS
MATERIAL SHALL BE STOCLPIIED AND SHAH BE PI -ACED ON BADKSLOPES TO HELP REESTABLISH
VEGETATION. THESE MATERIALS SMALL NOT BE USED AS STRUCTURAL HU- STUMPS AND/OR ROOTS SHALL
NOT BE ALLOWED "THIN THE LAGOON AREA. MY STUMPS ENCOUNTERED IN SIDE SLOPES OR BOTTOM MUST
BE COMPLETELY REMOVED.
2 THIS LAGOON SHALL RECEIVE A MINIMUM 40 MIL HOPE LINER OR APPROVED EQUIVALENT. THE LINER SHALL
BE INSTALLED BY OTHERS THE CONTRACTOR SHALL EXCAVATE THE LAGOON AND BUILD THE DIKES TO THE
MINES AND ELEVATIONS SHOWN ON THE PLANS. THE LAGOON SUBGRADE SHALL BE FREE FROM FOREIGN
MATERIAL, MGMIC MATTER, WATER, ETC THE SUBMADE SMALL BE FIRM, SMOOTH AND UNTELDINC THE
SUBGRABE STALL BE ACCEPTABLE TO SMITHFIELD REPRESENTARVIS AND THE GEOSYNTHETC LINER
INSTALLATION CONTRACTOR. LINER AND DIKE CROSS SECTONS AND DETAILS ARE SHOW ON THIS SHEET
AND THE DUAL SHEET.
3. THE LAGOON SHALL BE PREWMGED WITH WATER TO AT (EAST 1/2 THE TREATMENT ZONE DEPTH AS SOON
AS THE LINER IS COMPLETE AND HAS BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE STMT-UP
ODORS AND TO STABILIZE THE SYNTHETIC LINER FROM FLOATING.
4. ALL STRUCTURAL FlLL SOIL MATERIAL PLACED ON THE LAGOON DIKES SHA BE COMPACTED TO A MINIMUM
OF 95% OF THE STANDARD PROCTOR (ASTM D-698) MAMMON DRY DENSITY. THE NATURAL MOISTURE OF
THE STRUCTURAL FILL SOIL SHALL BE 2 3% OF THE OPTIMUM MOISTURE THE SOL SHALL BE PLACED IN
THIN LIFTS, MISS THAN 12-INCHES UNOOMPACTED. A SUFFKAENTLY HEAVY SOIL COMPACTOR SMALL BE
USED.
S ALL PENETRATIONS OF THE DIKE SHALL BE ACCOMPUSHED PRIOR TO PLACEMENT OF SYNTHETIC LINER.
6. MAGOON DIKE SIDE SLOPES ME 11 UNLESS OTHERWISE NOTED ON PLAN.
T. THE FCLOWNG ITEMS SHALL BE DONE %TH REGARDS TO THE LAGOON CONSTRUCTION BEFORE THE FACUTY
IS CERTIFIED: EXTERNAL LAGOON DIKES SHALL BE COVERED WITH TOPSOIL, FINE MADED, FERTILIZED.
SEEDED AND MULCHED; SYNTHETIC LINER INSTALLATON AND TESTNO SHALL BE COMPLETED. THE STAFF
GAUGE SHALL BE INSTALLED; AND THE LAGOON PRECUMGED.
S. EROSION AND SEDIMENTATION CONTROL MEASURES ME REWIRED TO PREVENT SEDIMENT FROM LEAVING THE
SITE IT IS THE CONTRACTORS RESPONSBIUTY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES
THROUGHOUT THE CONSTRUCTION PMOD.
9. WELD HOPE TEXTURED MATERIAL TO LAGOON LINER MPROX. IV WIDE X 40' LONG, TO PROVIDE A TRACTIVE
SURFACE FOR POTENTIAL ENTRANCE AND EMT OF LAGOON.
SEEDING NOTES:
1. DISTURBED MEAS SHALL BE SEEDED.
FERTUZED AND MULCHED AS SOON AS
POSSIBLE AFTER FINAL GRADING IS COMPLETED.
2. PREPARE DISTURBED AREAS FOR SING BY
MMING IN ALL SURFACE WATER DIVERSIONS
AND SHARING TO FINAL GRADES SHOWN ON
PLAN.
3. APPLY UME AND FERTILIZER THEN DISK TO
PRMME A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A
WLTPACKER OR SIMILAR EWIPMEHT. APPLY
MULCH AND SECURE WTH A MULCH ANCHORING
TOOL OR NETTNC
SOIL MENDMENTS
1000 IBS/ACRE OF 10-10-10 FERTI-UM
2 TONS/ACE OF DOLOMITIC UME
100 BALES/ACRE OF SMALL MAIN STRAW
SEEDING SMEDUIE:
WINTER
60 WS/ACRE OF RESCUE - SEAT 1 TO NOV M
40 UHS/ACRE OF RYE GRASS - DEC 1 TO MAR 14
30 IBS/ACRE OF RYE GRAIN - NURSE CROP FOR FESCUE
10 URS/ACRE OF UNHULLED COMMON BMMUDA CRASS
SUMMER
60 LBS/ACRE OF PENSACOLA BAHIA CRASS - MAR 15 TO MAY 31
8 LBS/ACRE OF HULLED COMMON BERMUDA MAW - JUNE 1 - DULY 31

TYPICAL PIPE PENETRATION
N.T.S.
EiEVATION :,...
mxmE p� rm
sa NO: p m xbrts peµ
NET NOW p
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MINN I_IM ymmsTOO
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Ga�L NOTes
,I. Tua, MITI WI
VI
MR NORMAN
IN Tv
uwiomna Rn III mmmi.Tox nx RmmMMM
C TEVI FOR "I ORION.
7, VVKTTtANMV W � IN NOUN � INDOOR% 4' RON OWNS W NO ROTOR) Of CPAP ON W IT INTO ONORM)
WI MI
O P�.PR. OIL-WATEROSANDLSEPARATOR QI
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a
IN 011NER DMML IT IS INITAINE III
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W �W�n V
o StiLvRa
OUTSIDE TOE
TOP OF DIKE
maven wr Jr uuct
\ START NO
D STOP PUMP
PER DN TLAGOON)
PREP LINER AREA TO BE PAINTED NTH
A LIGHT GRADE SAND PAPER.
LINES PAINTED ON SYNTHETIC LINER
NTH WITE PLASTIC PAINT
TYPICAL STAFF GAUGE FOR PLASTIC LINED LAGOONS
N.T.S.

Specifications
For:
Ag Protein Trailer Wash
Magnolia, Duplin County
North Carolina
Prepared by: Joshua Outlaw, PE
January 22, 2019
Revised: September 13, 2019
Smithfield
600A food. IZe POKS l '
Hog Production Division
.•,,, "'I
N A R0°•,•
2 �Q�FESg/O'P'��Z
SEAL 9�=jjv
.(.b( n037471 t
E.

TABLE OF CONTENTS
I. EARTHWORK
II.
SYNTHETIC LINER...............................................................................................
2
III.
DEWATERING DRAIN TILE................................................................................
7
IV.
OIL/WATER/SAND SEPARATOR.......................................................................
8
V.
IRRIGATION PIPING AND APPURTENANCES ................................................
9
VI.
IRRIGATION PUMP............................................................................................
11
m

1. EARTHWORK:
A. Foundation Preparation
The foundation area of the lagoon embankment shall be cleared of trees, logs,
stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. The
topsoil from the lagoon area should be stripped and stockpiled for use on the dike
areas. After stripping, the foundation area of the lagoon embankment and
building pad shall be thoroughly loosened prior to placing the first
lift of fill material to get a good bond.
B. Excavation and Earthfill Placement
The completed excavation and earthfill shall conform to the lines, grades, and
elevations shown on the plans. Earthfill material shall be free of material such as
sod, roots, frozen soil, stones, and other objectionable material. To the extent
they are suitable, excavated material may be used as fill. The fill shall be brought
up in approximately horizontal layers not to exceed 9 inches in thickness when
loose and prior to compaction. Each layer shall be compacted by complete
coverage with the hauling and spreading equipment or standard tamping roller or
equivalent method.
All fill shall be compacted to a minimum of 95% standard proctor maximum dry
density.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
Page I l

II. SYNTHETIC LINER
A. MATERIAL LABELING, DELIVERY, STORAGE AND HANDLING
1. Labeling - Each roll of geomembrane delivered to the site shall be labeled by the
MANUFACTURER. The label will identify:
a. manufacturer's name
b. product identification
C. thickness
d. length
e. width
f. roll number
2. Delivery- Rolls of liner will be prepared to ship by appropriate means to prevent damage
to the material and to facilitate off-loading.
3. Storage- The on -site storage location for geomembrane material, provided to protect the
geomembrane from punctures, abrasions and excessive dirt and moisture, should have the
following characteristics:
a. level (no wooden pallets)
In. smooth
C. dry
d. protected from theft and vandalism
e. adjacent to the area being lined
4. Handling- Materials are to be handled so as to prevent damage.
B. WARRANTY
1. Material shall be warranted, on a pro-rata basis against Manufacturer's defects for a period
of 5 years from the date of geomembrane installation.
2. Installation shall be warranted against defects in workmanship for a period of 1 year from
the date of geomembrane completion.
C. GEOMEMBRANE PROPERTIES
1. Material shall be smooth polyethylene geomembrane as shown on the drawings except
where shown on the plans as textured material for access. All liner material to be 40 or
60 mil.
2. Resin
a. Resin shall be new, first quality, compounded and manufactured specifically for
producing geomembrane.
b. Natural resin (without carbon black) shall meet the following requirements:
Table: Raw Material Properties
propropeft
Test Method
HDPE
Density (g/cm3)
ASTM D 1505
>0.932
Melt Flow Index (g/10 min)
ASTM D 1238 (190/2,16)
<1 0
OIT (minutes)
ASTM D 3895 (1 atm/2000C)
>100
3. Geomembrane Rolls
a. Do not exceed a combined maximum total of 1 percent by weight of additives other
than carbon black.
b. Geomembrane shall be free of holes, pinholes as verified by on-line electrical
detection, bubbles, blisters, excessive contamination by foreign matter, and nicks and
cuts on roll edges.
Page 12

c. Geomembrane material is to be supplied in roll form. Each roll is to be identified
with labels indicating roll number, thickness, length, width and MANUFACTURER.
d. All liner sheets produced at the factory shall be inspected prior to shipment for
compliance with the physical property requirements listed in section D and be tested
by an acceptable method of inspecting for pinholes. If pinholes are located,
identified and indicated during manufacturing, these pinholes may be corrected
during installation.
4. Smooth surfaced geomembrane shall meet the requirements shown in the following data
below:
a. Table a.I for Black HDPE
Table a. 1:
Teste d Property Test Method Frequency
Minimum
Values
i1
Average
60mit �.
Thickness, mil
Lowest individual reading
ASTM D 5199
every roll
40
36
60
54
Density, g/cm', (min.)
ASTM D 1505
200,000 Ibs
0.940
0.940
Tensile Properties (each direction)
Strength at Break, lb/in-width
Strength at Yield, lb/in-width
Elongation at Break, %
Elongation at Yield, %
ASTM D 6693, Type IV
Dumbbell, 2 ipm
G.L. 2.0 in
G.L. 1.3 in
20,000lbs
152
84
700
12
228
126
700
12
Tear Resistance, lb
ASTM D 1004
45,000 Its
28
42
Puncture Resistance, lb
ASTM D 4833
45,000 Ibs
72
108
Carbon Black Content, % (Range)
ASTM D 1603`/4218
20,000 Ibs
2.0 - 3.0
2.0 - 3.0
Carbon Black Dispersion
ASTM D 5596
45,000 Ibs
Notel`)
Note(')
Notch Constant Tensile Load, hr
ASTM D 5397, Appendix
20o,0001bs
300
300
Oxidative Induction Time, min
ASTM D 3895, 200°C; 0, 1
atm
200,000 Its
>100
>100
Typical Roll Dimensions
Roll Length(21, ft
870
560
Roll Width(21,it
22.5
22.5
Roll Area, it'
19,575
12,600
NOTES:
• MOispersion only applies to near spherical agglomerates. 9 of 10 views shall be Category 1 or 2. No more than 1 view from Category 3.
• '111011 lengths and widths have a tolerance of± 1%.
• GSE HD Smooth is available in rolls weighing approximately 4,0001b.
• All GSE geomembranes have dimensional stability of ±2% when tested according to ASTM D 1204 and LTB of <-77" C when tested according to ASTM D 746.
• *Modified.
Page 13

5. Extrudate Rod or Bead
a. Extrudate material shall be made from same type resin as the geomembrane.
b. Additives shall be thoroughly dispersed.
c. Materials shall be free of contamination by moisture or foreign matter.
D. EQUIPMENT
1. Welding equipment and accessories shall meet the following requirements:
a. Gauges showing temperatures in apparatus such as extrusion welder or fusion welder
shall be present.
b. An adequate number of welding apparati shall be available to avoid delaying work.
c. Power source must be capable of providing constant voltage under combined line load.
E. DEPLOYMENT
1. Assign each panel a simple and logical identifying code. The coding system shall be
subject to approval and shall be determined at the job site.
2. Visually inspect the geomembrane during deployment for imperfections and mark faulty or
suspect areas.
3. Deployment of geomembrane panels shall be performed in a manner that will comply with
the following guidelines:
a. Unroll geomembrane using methods that will not damage geomembrane and will
protect underlying surface from damage (spreader bar, protected equipment bucket).
b. Place ballast (commonly sandbags) on geomembrane which will not damage
geomembrane to prevent wind uplift.
c. Personnel walking on geomembrane shall not engage in activities or wear shoes that
could damage it. Smoking will not be permitted on the geomembrane.
d. Do not allow heavy vehicular traffic directly on geomembrane. Rubber -tired ATV's
and trucks are acceptable if wheel contact is less than 8 psi.
e. Protect geomembrane in areas of heavy traffic by placing protective cover over the
geomembrane.
4. Sufficient material (slack) shall be provided to allow for thermal expansion and contraction
of the material.
F. FIELD SEAMING
1. Seams shall meet the following requirements:
a. To the maximum extent possible, orient seams parallel to line of slope, i.e., down and
not across slope.
b. Minimize number of field seams in corners, odd -shaped geometric locations and
outside corners.
c. Slope seams (panels) shall extend a minimum of five -feet beyond the grade break into
the flat area.
d. Use a sequential seam numbering system compatible with panel numbering system
that is agreeable to the OWNER and INSTALLER.
e. Align seam overlaps consistent with the requirements of the welding equipment being
used. A 6-inch overlap is commonly suggested.
2. During Welding Operations
a. Provide at least one Master Seamer who shall provide direct supervision over other
welders as necessary.
Extrusion Welding
a. Hot-air tack adjacent pieces together using procedures that do not damage the
geomembrane.
b. Clean geomembrane surfaces by disc grinder or equivalent.
Page 14

c. Purge welding apparatus of heat -degraded extrudate before welding.
4. Hot Wedge Welding
a. Welding apparatus shall be a self-propelled device equipped with an electronic
controller which displays applicable temperatures.
b. Clean seam area of dust, mud, moisture and debris immediately ahead of hot wedge
welder.
c. Protect against moisture build-up between sheets.
5. Trial Welds
a. Perform trial welds on geomembrane samples to verify welding equipment is
operating properly.
b. Make trial welds under the same surface and environmental conditions as the
production welds, i.e., in contact with subgrade and similar ambient temperature.
c. Minimum of two trial welds per day, per welding apparatus, one made prior to the
start of work and one completed at mid shift.
d. Cut four, one -inch wide by six-inch long test strips from the trial weld.
e. Quantitatively test specimens for peel adhesion, and then for shear strength.
f. Trial weld specimens shall pass when the results shown in the following tables for
HDPE is achieved in both peel and shear test.
Minimum Weld Values for HDPE Geomembranes
Property
Ted IleMod
10
60
Peel Strength (fusion), ppi
Peel Strength (extrusion), ppi
ASTM D 6392
ASTM D 6392
65
52
98
78
Shear Strength fusion & ext. i
ASTM D 6392
81
121
i. The break, when peel testing, occurs in the liner material itself, not through peel
separation (FTB).
ii. The break is ductile.
g. Repeat the trial weld, in its entirety, when any of the trial weld samples fail in either
peel or shear.
h. No welding equipment or welder shall be allowed to perform production welds until
equipment and welders have successfully completed trial weld.
6. Seaming shall not proceed when ambient air temperature or adverse weather conditions
jeopardize the integrity of the liner installation. INSTALLER shall demonstrate that
acceptable seaming can be performed by completing acceptable trial welds.
7. Defects and Repairs
a. Examine all seams and non -seam areas of the geomembrane for defects, holes,
blisters, undispersed raw materials, and any sign of contamination by foreign matter.
b. Repair and non-destructively test each suspect location in both seam and non -seam
areas. Do not cover geomembrane at locations that have been repaired until test
results with passing values are available.
G. FIELD QUALITY ASSURANCE
1. MANUFACTURER and fNSTALLER shall participate in and conform to all terms and
requirements of the Owner's quality assurance program. CONTRACTOR shall be
responsible for assuring this participation.
2. Quality assurance requirements are as specified in this Section.
3. Field Testing
a. Non-destructive testing may be carried out as the seaming progresses or at completion
of all field seaming.
i. Vacuum Testing
a) Shall be performed in accordance with ASTM D 5641, Standard Practice for
Geomembrane Seam Evaluation by Vacuum Chamber.
Page15

ii. Air Pressure Testing
a) Shall be performed in accordance with ASTM D 5820, Standard Practice for
Pressurized Air Channel Evaluation of Dual Seamed Geomembranes.
iii. Other approved methods.
b. Failed Seam Procedures
i. If the seam fails, INSTALLER shall follow one of two options:
1) Reconstruct the seam between any two passed test locations.
2) Trace the weld to intermediate location at least 10 feet minimum or where the
seam ends in both directions from the location of the failed test.
ii. The next seam welded using the same welding device is required to obtain an
additional sample, i.e., if one side of the seam is less than 10 feet long.
iii. If sample passes, then the seam shall be reconstructed or capped between the test
sample locations.
iv. If any sample fails, the process shall be repeated to establish the zone in which the
seam shall be reconstructed.
H. REPAIR PROCEDURES
A. Remove damaged geomembrane and replace with acceptable geomembrane materials if
damage cannot be satisfactorily repaired.
B. Repair any portion of unsatisfactory geomembrane or seam area failing a destructive or
non-destructive test.
C. INSTALLER shall be responsible for repair of defective areas.
D. Agreement upon the appropriate repair method shall be decided between OWNER and
INSTALLER by using one of the following repair methods:
1. Patching- Used to repair large holes, tears, undispersed raw materials and
contamination by foreign matter.
2. Abrading and Re -welding- Used to repair short section of a seam.
3. Spot Welding- Used to repair pinholes or other minor, localized flaws or where
geomembrane thickness has been reduced.
4. Capping- Used to repair long lengths of failed seams.
5. Flap Welding- Used to extrusion weld the flap (excess outer portion) of a fusion weld
in lieu of a full cap.
6. Remove the unacceptable seam and replace with new material.
E. The following procedures shall be observed when a repair method is used:
1. All geomembrane surfaces shall be clean and dry at the time of repair.
2. Surfaces of the polyethylene which are to be repaired by extrusion welds shall be
lightly abraded to assure cleanliness.
3. Extend patches or caps at least 6 inches for extrusion welds and 4 inches for wedge
welds beyond the edge of the defect, and around all comers of patch material.
F. Repair Verification
1. Number and log each patch repair (performed by OWNER).
2. Non-destructively test each repair using methods specified in this Specification.
Page 16

III. DEWATERING DRAIN TILE
A. Products
1. Drain tile to be 6" perforated single wall HDPE pipe by ADS or
equivalent.
2. Drain tile to be covered with filter sock to prevent the entrance of
sand particles into the pipe.
3. Perforation pattern: Single wall pipe to be perforated according to
the dimensions and diagrams shown below.
.y
Nominal I.D.
Perforation
Type
Maximum Slot
Length or
Diameter
Maximum
Slot Width
Minimum Inlet
Area
in'Ift cmE/m
Pattern
Type
In
mm
in
mm
in
mm
3
75
Slot
0.875
22
0.120
3
1.0
21
A
3
75
Fine Slot
0.875
22
0.015
0.4
0.3
6
A
4
100
Slot
0.875
22
0.120
3
1.0
21
8
4
100
1 Fine Slot
0.875
22
1 0.015
0.4
0.3
6
B
5
125
Slot
0.875
22
0.120
3
1.0
21
B
5
125
Fine Slot
0.876
22
0.015
0.4
0.3
6
B
6
150
Slot
0.875
22
0.120
3
1.0
21
8
6
150
Fine Slot
0.876
22
0.015
0.4
0.3
6
B
8
200
Slot
1.18
30
0.120
3
1.0
21
B
10
260
Slot
1.18
30
0.120
3
1.0
21
B
12
300
Slot
1.50
38
0.118
3
1.5
32
B
12
300
Circular
0.313
8
1.5
32
C
15
375
Circular
0.313
1 8
1.5
32
c
18
450
Circular
0.313
8
1.5
32
C
24
600 1
Circular
0.313
8
2.0
42
D
The data provided above is representative of the most common pattern supplied by
ADS. Actual perforation count and dimensions may vary based on regional -specific
requirements; product will still comply with respective product ASTM and AASHTO
product standards.
TYPE a PATTERN
J SLOT PAnERN
PERrORAnOM
ROTAIEO W EVERY
OWER VALLEY
IME
Page 17

IV. OIL/WATER/SAND SEPARATOR
Oil/Water/Sand Separator to be a minimum of 2500 gallons.
2. 2 baffles shall be included to induce laminar flow.
3. Outlet pipe between baffles to be located in center of baffle with a
tee to allow for oil and sand accumulation.
4. Separator to have a minimum of 1 foot of storage above and below
the outlet tee to provide adequate volume to store grit and oil/grease.
5. Separator to be installed in location shown on drawing.
6. Separator to be installed with 8" gravity inlet and outlet pipes.
Page 18

V. IRRIGATION PIPING AND APPURTENANCES
The proposed irrigation lines shall be installed as shown on the Irrigation
Layout plan included Irrigation Calculations and detailed herein.
A. Products
Pipe: Pipe shall be class 160 PVC.
Fittings: Fittings shall be schedule 80 PVC.
Sprinklers
a) Solid set sprinklers shall be Senninger 7025 with #18
nozzle.
b) Travelling gun shall have a Nelson 100 Big Gun sprinkler
with a 0.77" ring nozzle in the gun.
4. Air Vents
a) Air vents to consist of 4"x2" saddle with 2" galvanized
threaded pipe.
b) Air vent to be AV 150 or equivalent.
S. Risers: Risers to be installed with schedule 80 MIP adapter with
aluminum valve stubs.
B. Installation
1. Excavation Trench: The pipe trench is to be such that the pipe will
be buried with a minimum of 2.5-feet of soil cover. The base will be firm
and free of sharp objects. Fill material will be compacted native soils.
2. Thrust Blocks: Provide valves, tees, bends, caps, plugs, and dead
ends with concrete thrust blocks. Thrust restraint shall be done by
excavating and supporting the pipeline against thrust and segregation by
installing low -slump concrete to the dimensions shown in the following
table against undisturbed soil.
Page 19

Thrust Blocking Dimension Required (sq ft)
Fitting
2" pipe
4" pipe
6" pipe
End Cap
0.8
3.0
6.2
90 deg
elbow
1.1
4.3
8.8
Tee
0.5
2.1
4.4
45 deg
elbow
0.6
2.3
4.7
Page I10

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VI. IRRIGATION PUMP
A. Pump shall be a 7.5 hp Berkeley B1-1/2TPM.
1. Travelling Gun Design Point: 78 gpm @ 190 ft TDH
2. Solid Set Design Point: 104 gpm @ 182 ft TDH
B. Pump shall be manually controlled. No automatic controls will be
included.
C. Suction assembly shall be aluminum and a minimum of 4" diameter.
D. Pressure gauge shall be installed on discharge side of pump where it can
be seen during startup.
Page 111

Engineering Design
Calculations
For:
Ag Protein Trailer Wash
Magnolia, Duplin County
North Carolina
Prepared by: Joshua Outlaw, PE
September 19, 2019
N CAR
e-� o
g2 E ESSj0��: 2
( SEAL 9<iv
Smithfieldt.^ ° 4
�-'. X..-G/RIFE_ �. Q' O
600A food. -�ZespoKSN8@ E.
Hog Production Division

TABLE OF CONTENTS
I. LAGOONS BOD LOADING
II. IRRIGATION DESIGN
III. DRAIN TILE CALCULATIONS
IV. ANTI FLOTATION CALCULATIONS

I. LAGOONS BOD LOADING

Ag Protein Trailer Wash Lagoons BOD Loading
Revised: 9-17-19
Summary
These calculations show the influent BOD loading as well as estimated effluent BOD values
based on the sample results from 8-27-19.
Nutrient Loading Rates
Influent Wall Water (10% of waste stream, 500 gal/day)
Constituent Concentration (mg/L)
BOD 363,133
--from sample taken on 8-27-19
Calculated loading
BOD (Ib/day)
181.57
Influent Trailer Water (90%of waste stream, 4500 gal/day)
Constituent Concentration (mg/L)
BOD 651
--from sample taken on 8-27-19
Calculated loading
BOD (lb/day)
2.93
Total Influent Load
Waste Stream
BCD-lb/day
Wall Water
181.57
Trailer Wash
2.93
Total
184.50
BOD reduction
1st Stage -Anaerobic Lagoon
650 Ibs/day/ac BOD load (per NC Surface Irrigation Operators Manual dated March 2015)
0.296 jacres water surface area (1st stage lagoon designed water surface dimensions)
192.19 1 Ibs/day BOD removed

NC WPCSOCC Surface Irrigation System Operators Training Manual
Sedimentation of solids and anaerobic decomposition of settled organic material occur in the first or
primary cell. Organic matter is oxidized into stable products in both the primary and secondary cells,
reducing BOD and SS. Tertiary or polishing lagoons can remove additional BOD and suspended matter.
Because each cell provides additional treatment, a higher quality effluent results with series operation
than with parallel operation.
Lagoons operated in parallel receive wastewater that is at the same stage of treatment. Wastewater with
high organic loads can be distributed evenly to different cells using distribution chambers or splitter
boxes with adjustable weirs or splitter arrangements. Operating lagoons in parallel allows one or more
cells to be taken out of operation for maintenance and repair. A parallel configuration can also be used
during winter to handle extra loads when treatment efficiencies are lower due to cold weather.
Placing lagoons in series may cause the first lagoon to become overloaded. The overload then may be
carried to the next lagoon in the series. Feeding lagoons in parallel allows distribution of the incoming
load evenly between units. Whether lagoons are operated in series or in parallel should depend on the
loading situation and permit requirements. Table 2-1 summarizes design parameters for the four types of
stabilization lagoons.
Parameter
Type of Lagoon
Aerobic
Aerated
Anaerobic
Facultative
Dissolved Or
Aerobic without
sludge storage
Aerobic with
sludge storage
Anaerobic
Stratified, aerobic
/ anaerobic
Depth
12 -18 inches
6 - 20 feet
10 - 20 feet
4 - 8 feet
Detention time
3 - 5 days
3 -10 days
30 - 75 days
>_ 30 days
PH
6.5 -10.5
6.5-8.0
6.5 -7.2
6.5 -8.5
BOD loading,
(lb/acre/day)
Summer: 225
Winter: 110
50 - 200
650 - 850
20 - 50
Table 2-1. Typical design parameters for stabilization lagoons.
Lagoon Performance
Factors affecting lagoon performance include:
biology;
• loading rates; and
• hydraulics.
Biology
A critical factor influencing individual lagoon performance is the formation and presence of biological
organisms, particularly algae due to its ability to produce oxygen during photosynthesis. In aerobic and
aerated lagoons and in the aerobic zone of facultative lagoons, the process of photosynthesis is critical.
During this process, photosynthetic algae use carbon dioxide in the presence of sunlight to produce
oxygen. Aerobic bacteria then use the oxygen to stabilize the organic waste and generate carbon dioxide
and other inorganic constituents, such as ammonia, nitrate and orthophosphates, as by-products. In turn,
these constituents are used by algae during photosynthesis. This cycle is illustrated in Figure 2-7.
Chapter 2 2fi March 2015

Environmental Chemists, Inc.
nhUL 1%lndmill Way; IA'I l III inghxi, A,'C 28405 . )lU3)20223 Lab + 910.392,4124 Fay
10 Biller tmin Ruad,AIanten, AC-27)�4• 2F2.d7350'-Lab;Fa,
Ali
RilnilgKton Highc�ai,, I Ile, NC'8310 910 .47SA-431aI, Fay
ANALYTICAL & CONSULTING CHEMISTS inlb-a antironnl2ulelehrn;utsann
Smithfield Hog Productions - Warsaw Date of Report: Sep 10, 2019
Post Office Box 856 Customer PO #:
Warsaw NC 28398 Customer ID: 08110011
Attention: Josh Outlaw, PE Report #: 2019-14448
Project ID: AG Protein
Lab ID Sample ID:
19-37213 Site: Trailer Wash
Test
Collect DatelTime
8/27/2019 3:09 PM
Method
Matrix Sampled by
Water Client
Results Date Analyzed
Residue Suspended (TSS)
SM2540 D
116 mg/L
08/29/2019
Ammonia Nitrogen
SM 4500 NH3 C
71.1 mg/L
08130/2019
Total Kjeldahl Nitrogen (TKN)
SM 4500 org B
82.4 mg/L
09/03/2019
Total Phosphorus
SM 4500 P F
12.3 mg/L
09/09/2019
BOD
SM 5210 B
651 mg/L
08/28/2019
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
EPA353.2
0.10mg/L
08/29/2019
Nitrate+Nitrite-Nitrogen
EPA 353.2
0.05mg/L
09102/2019
Nitrate Nitrogen
Subtraction Method
<0.02 mg/L
09/03/2019
Total Nitrogen (Cale)
Total Nitrogen
Total Nitrogen
82.4 mg/L
09/32/2019
Comment:
1
Reviewed by:
! .
Report 111 2019-14448 Page 2 of 2

Environmental Chemists,
Inc.
b602 lti 1 ndtill] l L%ilIII innton, SC 2n405 . 910,392.0_23 Lab . 9t0392.-44'd
F.1\
SY
-IH Bonserton-n Road, NIanh•o. NC 27974 . 2;147 . -02 Lab%Fay
>>i-A lAil nlington I-Iighwar. Iacksom ille. NC 253+0 . 9I 1,1 347.5,431 ah_tFa\
ANALYTICAL & CONSULTING CHEMISTS
into a encimnmanRdehemist..com
Smithfield Hog Productions - Warsaw Date of Report: Sep 10. 2019
Post Office Box 856
Customer PO #:
Warsaw NC 28398
Customer ID: 08110011
Attention: Josh Outlaw, PE
Report #: 2019-14448
Project ID: AG Protein
Lab ID Sample ID:
Collect Daterrime Matrix Sampled by
19-37212 Site: Wall Wash
8/27/2019 3:00 PM Water Client
Test
Method Results Date Analyzed
Residue Suspended (TSS)
SM 2540 D 62000 mg/L
08/29/2019
Ammonia Nitrogen
SM4500NH3 C 3340mg/L
08/30/2019
Total Kjeldahl Nitrogen (TKN)
SM45000rg 8 5960 mg/L
09/03/2019
Total Phosphorus
SM 4500 P F 556 mg/L
09/09/2019
BOD
SM 5210 s >363133 mg/L
08/28/2019
All QC requirements for DO depletion not
met.
Nitrate Nitrogen (Calc)
Nitrite Nitrogen EPA 353.2 <0.5 mg/L 08/29/2019
Reporting limit elevated due to matrix interference.
Nitrate+Nitrite-Nitrogen EPA 353.2 3.37mg/L 09/02/2019
Nitrate Nitrogen Subtraction Method 3.37 mg/L 09/03/2019
Total Nitrogen (Calc)
Total Nitrogen Total Nitrogen 5960 mg/L 09/03/2019
Report #. 2019-14448
E-MAILED SEP 10
Page 1 of 2

IL IRRIGATION DESIGN

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TRAVELLING IRRIGATION GUN CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 100
Nozzle Size:
0.77 inches
Sprinkler Pressure:
40 psi
Flowrate(GPM):
78 gpm
Wetted Diameter:
190 feet
Lane Spacings
* Reflects a 10% reduction from chart
Desired Spacing (%):
70 %
Design Spacing(feet):
133 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
120 feet
Actual Spacing (%):
63 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.50 in/hr
300 degree arc =
0.60 in/hr 330 degree arc = 0.55 in/hr
220 degree arc =
0.82 in/hr
180 degree arc =
1.00 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 2.50 ft/min
220 degree arc = 3.34 ft/min
180 degree arc = 4.17 ft/min
Mainline Velocity
360 degree arc = 2.09 ft/min
330 degree arc = 2.27 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 1.99 ft/sec.
C

Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1000 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 3.6 feet or
Total Dynamic Head
Sprinkler Pressure:
40 psi
Loss through traveller:
30 psi
Elevation head:
4.3 psi
Mainline loss:
1.6 psi
Suction head and lift:
2.3 psi
5% fitting loss:
3.9 psi
TOTAL(TDH) =
82.1 psi or
Horsepower Required
1.6 psi
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B1-1/2TPM
Pump Efficiency: 65 %
Horsepower Required: 5.7 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 82.1 psi
70% of Pressure Rating: 112 psi
189.6 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
7

Net Positive Suction Head Check
NPSHA: 17
NPSHR: 12 *from pump curve
If NPSHA>NPSHR OK

SOLID SET IRRIGATION CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Senninger 7025
Nozzle Size:
#18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
17.4 gpm
Wetted Diameter:
125.1 feet
Sprinkler Spacings
* Reflects a 10% reduction from chart
Desired Spacing (%):
60 %
Design Spacing(feet):
75.06 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
80 feet
Actual Spacing (%):
64 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate = 0.26 in/hr
Run Time per Set
Run time per set = Desired application / Design application rate = hours
Desired app. (in.) = 0.5 inches
Run time per set = 1.91 hours
Mainline Veloci
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
# Sprinklers Oper.: 6
Velocity= 2.66 ft/sec.
Maximum Lateral Line Entrance Velocity
Pipe size:
2 inches
4 inches
# Sprinklers Oper.:
3
6
Velocity =
5.32 ft/sec.
2.66 ft/sec.
R

Maximum Mainline Friction Loss
Zone Used: 4
Total distance: 1000 feet
Friction Loss is figured using HazenfWilliam's Equation
Friction Loss= 0.62 feet/100 feet
Max. Mainline Loss = 6.2 feet or 2.7 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length:
240 feet
# sprinklers on Lat.:
3
Frict. Loss at 1/3 lat.
4.05 feet
Max. Lateral Loss:
5.40 feet or
Total Dynamic Head
Sprinkler Pressure:
60 psi
Lateral Line Loss:
3.54 psi
Elevation head:
6.5 psi
Mainline loss:
2.7 psi
Suction head and lift:
2.3 psi
5% fitting loss:
3.8 psi
TOTAL(TDH) =
78.8 psi or
Horsepower Required
2.34 psi
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B1-1/2TPM
Pump Efficiency: 72 %
Horsepower Req'd: 6.7 Hp
182.0 feet
1000 feet
6
2.08
1.20 psi
10

Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
6"
4"
2"
Thrust:
7460 feet
3630 feet
910 feet
Soil Bearing Strength:
1200 feet
1200 feet
1200 feet
End Cap:
6.2 ft2
3.0 ft2
0.8 ft2
90 degree elbow:
8.8 ft2
4.3 ft2
1.1 ft2
Tee:
4.4 ft2
2.1 ft2
0.5 ft2
45 degree elbow:
4.7 ft2
2.3 ft2
0.6 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 78.8 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 17'
NPSHR: 12' *from pump curve
If NPSHA>NPSHR, OK
11

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vuM1on N:n:9abm" _
ONKS®Nl 100 SERIES BIG GUN° PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 900T
100T-Specify size when ordering all
Flow Path
0.50" 0.55" 0.60" 0.65" 0,70" 0.75" 0.80" 0.85" 0.90" 1.0"
9309-050 9309-055 9309-060 9309.065 0300-n70 93no_m5 oano_nan onno_nA5 Dino non oIno_1nn
P51
GPM MA. FT
I GPM Dun
GPM DIA.n
GPM ou. n.
GPM own.
GPM
owa
GPM NA. n.
GPM
awn
GPM
awn.
GPM aw rt
40
47
191
1 57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
-
-
50
50
2051
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
100
72
255
87
268
106
280
123
293
143
325
163
316
185
325
212
336
235
345
289
372
110
76
265
92
278
111
290
129
303
150
315
171
324
195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR on Body Taper Ring Cap Body + Cap + 1 Taper Ring #9956.001 #9257-SE2 #6745
Specify size when ordering EJD
Flow Path
0,64" 0.68" 0.72" 0.76" 0.80" 0.84" 0.88" 0.92" 0.96"
9257-016 9257-017 9257-018 9257.019 0757-n7n 0947_Ant 0057 M19 o157 n0A 0o A-r and
PSI
GPM
ou. n.
GPM
NA. n.
GPM
DAnj
GPM
ou.n
GPM
own.
GPM
own.
GPM
own.
GPM
awn
GPM
own.
40
67
212
76
219
86
225
1 98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
288
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327
216
334
1 240
344
262
355
110
112
288
127
298
143
308
163
317
1 183
326
207
336
226
342
1 251
353
1 275
364
100 RING NOZZLE 100R
100R = 8ody + Cap + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71" 0.77"
6738-071 6738-077
COMPONENTS
Body Ring Cap
#9956.001 #6738-11? #(7�,8�72
`d�-'3 0 O 1 �/��� Ill'f// : Flo-w Pother
0.81" 0.86" 0.89" 0.93" 0.96"
673aAA1 A73A.n AA 673A.na0 A710 n00 oaa n.A
PSI
I GPM
awn.
GPM
VA.n
GPM
own.
GPM
DIA.n
GPM
"A.n
GPM
awn.
GPM
Du. n.
40
66
208
;78
;219
91
215
103
224
118
235
134
238
152
242
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
88
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
111
265
127
275
145
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110
110
275
130
290
149
305
170
315
191
325
222
335
1 248
345
-... 4ti p,. a aa:ery..:y urn- penemgn<s a.�p 1pe peen epbimd v w Meal nw to dli. and mq M edrenelY plr.ded by And, pew hydaAk en'— a iwv ww wlwm . Nekm Imp lion
wP^^' wwnmfen.ep.�3M deplM eaddwy rrvlandN.wappY,aAre nlu.
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: nelson@nelsonircmm Web site: www.nelsonirrigation.com

7025 RD- I -EFF
t
€. z M.'� 11' : eB� F4
#14 Nozzle - Blue (7132')
#14 Nozzle - Blue (5.56 mm)
Flow (gpm)
8.11
6.66
920
19.69 10.20 10.60 I LOO 11150
`1 ,
;
Diam. at1.5ftht(R)
106
III
113
IIS IIJ 119 121 123
Diam at 6.0 ft ht (R)
114
18
121
1124 1 126 128 129 130
ill Nozzle - Orange (1141
#16 Nozzle - Orange (6.35 mm)
Flow (gym)
110.70111,90
1210
12.80 13.40 14.00 14.60 15.10
'bs� _:= _ -
- ! 3i3.,
Diam. at 1.5 ft ht (ft)
I I
117
120
123 126 129 31 133
,r.- : ( 6
3
Diam. at 6.0 It ht (ft)
122
126
129
131 134 136 137 138
J 8
#18 Nozzle -Purple (91321
418 Nozzle - Purple (7.14 mm)
Flow(gpm)
1330
14.20115.00
15.90 16.607A¢18.10 1880
Diam, at1.5ftht(ft)
% 118
124 111
129 134 I♦,l l 142 144
Diam, at 6.0 R ht (ft)
1 128
132
135
137 1141 144 146 147
#20 Nozzle -Dark Turquoise (51161
#20 Nozzle - Dark Turquoise (7.94 mm)
Flow (gpm)
I6.00
17,10
18.20
119.20 120.10 21.00 21.80 22.70
Floc _-I
! o 150
Diam. at 1.5 R ht (R)
129 1130
139
137 ! 142 196 150 153
'�ia,
Diam. at 6.0 ft ht (ft)
1133
137
190
1143 147 I51 154 155
Dram 4 +t3 s.b
+ 3 50
#22 Nozzle - Maroon (11/321
#22 Nozzle - Maroon (8.73 mm)
Flow (gpm)
20,50
21.80
22.90I29.10 25.10 26,10127.10
Flo l r 5-' i n.
54 �4 5 i S923 155
Diam. atISftht(ft)
I1930
126
133
141
148 153 157 160 162
Da,. -_�• 5.,
160 Z i 4?6 3�
Diam, at 6.0 ft ht (ft)
136
141
146
I50 I I55 159 162 164
Dram r s 1 I ,
#24 Nozzle - Dark Blue (318')
#24 Nozzle - Dark Blue (9.53 mm)
Flow (gpm)
22.40
23.90I25.30
26.70I2800 29,30 30.40 3160
Flow (urr
6A55 16�05
Diam, at I.5 ft ht (R)
130
138
145
I51 56 I60 166 169
a ar + ; 7 5:!
3 d 50.6 31.3
Diam. at 6,0 ft ht (R)
1138
145
I50
I55 160 164 167 170
Diana 1 a m 1* m i
3 D 50.9 51.5
Figurer reflect actual test data obtained muter ideal conditions. Stream heights range from 8.5 to 15.5 fr (2.6 to 4.7 m) above nozzle based on pressure and nozzle
size. Diameters shown are for standurdstraight bore nozzles and effluent vanes (brown). Other nozzles and or vane combinations are available. Contact factory
for specific performance data.
117025RDEFF 01 Call(407)877.5655 • Web:v esenningeccom *MS-1304

I r a. - n I I I. - . . — .. .. ..
t u111P VILU. 1-114 A G A U III Ivwaer n-1(LI_Ivl
Curve No 8888
Type CCMD FM CPLG FM BELT SAE Hydraulic AC Engine
Model B1-1/2TPM
RPM 1801-3600
REF( PV L�Sr (---
SOLID
E 40 'T
z �
0
Nominal RPM:
VARIOUS
Dia. 6.5625" Based on Fresh Water@
68 deg. F.
Maximum Working Pressure:
150 PSI
0 20 40 60 80 too 120 140 160 I80 200 220 240 260
Capacity - USgpm
0 5 10 15 20 25 30 35 40 45 50 55
Capacity - m3/h
WSH data shown Is at maximum speed

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III. DRAIN TILE CALCULATIONS

DRAIN TILE CALCULATIONS
5/9/2019
Potential Groundwater Flow
Darcy's Law Equation Q=kia
k= 0.24 in/hr (Zone A value from soils report)
hydraulic gradient
delta h 12 ft (assumed existing groundwater height above tile)
L 50 ft (distance of drop from existing groundwater to tile)
i 0.24
Flow area
h 12 ft (height of ex groundwater above tile)
L 200 ft (length of tile)
Area 2400 sq ft
Qgroundwater= 0.0032 cfs, maximum possible groundwater flow
Drain tile Capacity
Orifice Equation
Cd (orifice coefficient) 0.60
pipe lenth (ft) 200
Unit Area (sq in/ft) 0.30 (from ADS single wall perforated pipe table, attached)
Total Orifice Area (sq ft) 0.417
g (ft/sec') 32.2
Orifice Flow
H (in) I (cfs)
61 1.42
--orifice will not be limiting factor
6" Pipe gravity flow capacity
slope
0.25%
n
0.015 (from ADS Table 3-1, attached)
diameter
6 inch
area
0.196 sq ft
perimeter
1.57 It
Qpipe 0.24 cfs, maximum flow of 6" pipe
Qpipe > Qgroundwater
6" the is adequately sized to handle the groundwater flowing to it
0
IZ ,
i
dre,., 4k
- Ajiv,,J > m st,M
/110 Aj,
yrar,.,awak-
FlowdeeAN2

TECHNICAL
NOTE
;Tb.
Vr
1.02
Single Wall HDPE Perforation Patterns
2018
Nominal I.D.
Perforation
Type
Maximum Slot
Length or
Diameter
Maximum
Slot Width
Minimum Inlet
Area
In'Ift emrlm
Pattern
Type
In
Tmm
in
mm
in
mm
3
75
Slot
0.875
22
0.120
3
1.0
21
A
3
75
Fine Slot
0.875
22
0.015
0.4
0.3
6
A
4
100
Slot
0.875
22
0.120
3
1.0
21
B
4
100
Fine Slot
0.875
22
0.015
0.4
0.3
6
B
5
125
Slot
0.875
22
0.120
3
1.0
21
B
5
125
Fine Slot
0.875
22
0.015
0.4
0.3
6
B
6
150
Slot
0.875
22
0.120
3
1.0
21
B
6 -'
150
-Fine Slot -
0875'
'`2i—
6.015
0.4
03
6 -
B- %
8
200
Slot
1.18
30
0.120
3
1.0
21
B
10
250
Slot
1.18
30
0.120
3
1.0
21
B
12
300
Slot
1.50
38
0.118
3
1.5
32
B
12
300
Circular
0.313
8
1.5
32
C
15
375
Circular
0.313
8
1.5
32
C
18
450
Circular
0.313
8
1.5
32
C
24
800
Circular
0.313
8
2.0
42
D
The data provided above is representative of the most common pattern supplied by
ADS. Actual perforation count and dimensions may vary based on regional -specific
requirements; product will still comply with respective product ASTM and AASHTO
product standards.
4640 TRUEMAN BLVD. HILLIARD, OH 43026 [phone] w .ads-pipe.wrn 1
ATN102 © ADS 2018

ADS, Inc. Drainage Handbook Hydraulics 4 3.10
Table 3.1
Conveyance Factors (Standard Units)
Design Mannin
's Values for ADS Thermoplastic PI
e
Product
Diameter
Design Mannin 's "n"
N-12, MEGA GREEN, N-12 STIR, N-12 WTI..
4" - 60"
"n" = 0.012
HP STORM, SaniTite, SaniTde HP. N-12 Low
Head
Single Wall Highway and Heavy Duty
18' - 24"
"n" = 0.020
12'- 15"
"n" = 0.018
10,
"n" = 0.017
8"
low
'n" = 0.016
TripleWall and Smoothwall Sewer 8 Drain
3' - 6"
Conveyance Equations: k = D/ s"0.5 O = k s"0.5
Conveyance Factor. for Circular Pipe FlowinFull
Man nin
's "n" Value.
Dia.
in.
Area
. &I
0.009
0.010
0.011
0.012
0.013
0.014
0.015
0.016
0.017
e016
0419
0.020
0421
0.022
0.023
0.024
0.025
3
0.05
1.3
1.1
1.0
1.0
0.9
08
0.8
01
0.7
O6
08
0.6
0.5
0.5
0.5
0.5
05
4
0.09
2.7
2.5
2.2
2.1
1.9
18
1,6
IS
1.5
1A
1.3
1.2
12
1.1
1.1
1.0
to
6
0.20
8.1
7.3
6.6
6.1
5.6
52
4.9
4A
4.3
1 4.1
3.8
36
3.5
33
3.2
3.0
2.9
8
0.35
17.5
15.7
14.3
13.1
12.1
11.2
10.5
is
9.2
83
8.3
7.9
7.5
7.1
6.8
6.5
6.3
10
0.55
31.6
28.6
25.9
23.7
21.9
20.3
19.0
17.8
16.8
15.8
15o
14.2
13.6
12a
12.4
11.9
11.4
12
0.79
51.5
46.3
42A
38.6
35e
33.1
30.9
28.9
27.2
25.7
24.4
23.2
22.1
21.1
20.1
19.3
18.5
15
1.23
93.3
84o
76.3
70.0
64.6
60.0
56.0
52.5
49.4
46.7
44.2
42.0
40.0
38.2
36.5
35.0
33A
18
1.77
151.7
136.6
124.1
113.8
105.0
97.5
91.0
85.3
80.3
75.9
71.9
68.3
65,0
62.1
59.4
66.9
54.6
21
2.41
228.9
206.0
1 187.3
171.6
168.4
147.1
137.3
128.7
121.2
114A
108.4
103.0
98.1
93.6
89.6
85.8
82.4
29
3.19
328.8
294.1
1 267.3
245.1
228.2
1 210.1
196.1
183.8
173.0
163.4
1M.8
147.0
140.0
133.7
127.9
1 122.5
ilT6
27
IN
447.3
402.6
366.0
1 335.6
309.7
287.6
268A
251.E
236.8
223.7
211.9
201.3
191.7
183.0
175.0
187.8
161.0
30
4.91
5925
533.2
484.7
444.3
410.2
380.9
355.5
333.3
313.7
296.2
280.6
266.6
253.9
242.4
231.8
222.2
213.3
33
5.94
763.9
687.5
625o
572.9
528.9
491.1
458.3
429.7
404.4
382.0
361.9
343.8
327.4
312.5
298.9
286.5
275.0
36
7.07
963A
867.1
788.2
722.6
887.0
619.3
578.0
541.9
510A
t81.7
456.4
433.5
412.9
394.1
377.0
361.3
346.8
42
9.62
1453.2
1307.9
1189.0
1089.9
1006.1
934.2
1 871.9
817.5
769A
1 26.6
688.4
654.0
622.8
594.5
568.7
545.0
523.2
45
11.04
1746.8
1572.1
1429.2
1310.1
1209.3
1122.9
1048.1
9826
924.8
1 873.4
827.4
786.1
748.6
714.6
683.5
655.0
628.8
48
12.57
2074E
1867.4
1697.8
1556.1
1438.4
1333.8 1
1244.9
1167.1
1098.4
1037.4
982.8
933.7
889.2
848.8
811.9
778.1
746.9
54
15.90
2840.5
2566.4
2324.0
2130.4
1966.5
1826.0
1704.3
1197.8
1503.8
1420.2
1345.5
1278.2
1217A
1162.0
1111.5
1065.2
/022.6
60
19.63
3762o
3385.8
3078.0
2821.5
2604.4
2418.4
2257.2
2116.1
1991.E
18B7.0
1782.0
1692.9
1812.3
1539.0
1472.1
1410.7
1354.3
72
26.27
6117.3
5505.6
5005.1
4588.0
d235.1
3932.E
36]0.6
3441.0
3238.E
3058]
2897.7
2752.8
2621.7
2502.5
2393.7
2294.0
2202.2
"Corrugated Polyethylene Pipe Association (2000) "Hydraulic Considerations for Corrugated Polyethylene Pipe"
-Lingedburg, Michael. -Civil Engineer Reference Manual'r
0 ADS, Inc., July 2010

IV. ANTI FLOTATION CALCULATIONS

Anti -flotation calculation
Oil/Water/Sand Separator
Inputs
Inside length=
12 ft
Inside width=
6 ft
Total Inside Depth=
5.5 ft
Wet Well Above Grade=
1 ft
Wall thickness=
6 in
Cover thickness=
6 in
Base thickness=
6 in
Base Overhang=
0 in
Unit Weight of Concrete=
145 Ibs/cf
Unit Weight of Saturated Soil=
110 Ibs/cf
Unit Weight of Wate-
62.4 Ibs/cf
Resistive Forces
Weight of Walls= 16,530 Ibs
Weight of Base= 6,598 Ibs
Weight of Top= 6,598 Ibs
Total Weight of Structure= 29,725 Ibs
Weight of Soil= N/A Ibs
Total Resistive Weight= 29,725 Ibs
Buoyant Forces
Buoyant Force= 28,392 Ibs
Factor of Safety= 1.05 OK
--These calculations assume the water table is at the surface.

i�
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DB 1163 PG 674

Joshua Outlaw
Smithfield.
Project Engineer
Hog Production Division
Took I\ZSponib(IJ1.
PO Box 856
JGood
2822 NC Hwy 24 W
Warsaw, NC 28398
September 19, 2019
[phone] tel
[phone] fax
INC DEQ, Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
512 N. Salisbury St
Raleigh, NC 27604
Re: Ag Protein Trailer Wash
Alternative Design Criteria Request
Dear Mr. Thornburg:
Murphy -Brown LLC is requesting alternative design criteria to waive the requirement of a standby generator per
15A NCAC 02T .0505(I). The justifications for this request are listed below:
• This wash facility is supplied by private wells located on site. These wells are not connected to generators,
and there are no elevated storage tanks located on site. In the event of a power outage, no water will be
available to wash with.
• The lagoon is designed with >90 days of temporary storage in the 2"d stage plus 2 feet of freeboard. The
lagoon will be managed such that there will be no potential for overflow during rain events.
• The lagoon for this facility is designed as a 2 stage lagoon, meaning anaerobic conditions will always exist.
Extended detention of the wastewater will not harm the effectiveness of the lagoon.
• In addition, there are no mechanical components of this treatment system that require power. The
irrigation pump is the only part of this system that requires power to function. In the event of an extended
power outage, Murphy -Brown can mobilize a portable pump to the site with 24-48 hours if the water level
needs to be lowered in the lagoon.
For the reasons listed above, we are requesting a waiver from the requirement to have a standby generator on
site. ,,,gpssrnrnrppq�
Sincerely, =��Q' FESS/p�iti
O
2 Q� .S�iil 9
Joshua E. Outlaw, PE ' Q�F
Project Engineer ��',� e,HG�G/��