310066_Response from Certified Mail including reports requested_20180618

RECEIVED/NCDENR/DWR
Charles W. Edwards,Jr.
Cedar Lane Farm JUN 18 2018
605 Fountaintown Road
Beulaville, NC 28518 Water Quality Regional
W'I Operations
Regional Office
June 14, 2018
NC Water Resources
Environmental Quality
Attention:Jim Gregson
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT: Lagoon Sampling—April 13, 2018
Cedar Lane Farm
Permit#AWS310066
Duplin County
Dear Mr.Gregson:
Enclosed please find all the information you requested of me in a letter dated May 21, 2018.You will
find: 2 years of sludge surveys performed by Mr. Curtis Barwick; Mr. Barwick has done my sludge
surveys for several years now,Sludge removal plan,and new waste reports done on June 1, 2018.
Additional waste samples have been taken by Mr. Curtis Barwick of Barwick Ag Consultants, but not yet
available.Should you request such reports, I will be happy to forward them to you once available.
I was called on or about April 12, 2018,and asked about taking samples for the purpose of studying the
effects of rainwater on lagoons. I told the individual that we were removing sludge from one of these
lagoons and that any sample would be extremely high if taken from this lagoon.That is exactly what
happened.
Furthermore, I am not sure why your sample taken on April 13,2018,spiked as high as it did, but I
suspect that they were taken too close to the edge of the lagoon water and at 12" deep which is too
close to the sludge blanket or even in it.These samples need to be taken from 8 to 10 feet from the
water's edge and not that distance from the lagoon bank.
Sincerely,
Charles W. Edwards,Jr.
Owner,Cedar Lane Farm

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No.FY18-WO07310
G`�UU1XV o Predictive Client: Charles(Jr) ems- Advisor:
507 Cedar Fork Church Rd.
Se Sam
-r� t le3� ,erc �a �cln
3 � Beulaville, NC 26518 Q
A Waste Report Duplin County d�y A4VS-I A- k
�noeo�� Links to Helpful Information Sampled: 06/01/2018 wq fG/i. 4
Received: 06/04/2018
Farm:3166 Completed: 06/08/2018 PALS#: 137064 PALS#:
Sample Information Nutrient Measurements are given in units of parts per million(ppm),unless utherwise specifed. Other Results
ID:CE1 Nitrogen(N) P K Ca Mg S Fe Mn Zn Cu B Mo C Al Na Cl
Code:ALS Total N: 32.6 706 101 54.8 50.6 2.47 0.36 0.67 0.77 0.72 - - 0.44 200 -
Description: Swine Total Kjeldahl N: 394
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) M (1000 gal) (Unitless) M
7.87 - -
(Estimate of Nutrients Available for First Year(I15/1000 gal) Other Results(lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo Al Na Cl
Irrigation 1.64 0.62 7.07 0.85 0.46 0.42 0.02 T 0.01 0.01 0.01 - T 1.67 -
Sample Information Nutrient Measurements are given in units of parts per million(ppm), unless utherwise specifed. Other Results
ID:CE2 Nitrogen(N) P K Ca Mg S Fe Mn Zn Cu B Mo C Al Na CI
Code:ALS Total N: 31.6 751 132 55.1 38.7 2.58 0.46 0.59 0.85 0.73 - - 0.38 213 -
Description: Swine Total Kjeldahl N:475
Lagoon Liq. Inorganic: G-- - - -- - - - - _-
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) M (1000 gal) (Unitless) M
6.76 -
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 1.98 0.60 7.51 1.10 0.46 0.32 0.02 T T 0.01 0.01 - T 1.77
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 vou would like additional assistance.
North Carolina 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.
r
1W Thank you jor using agronomic services to manage nutrients and safeguard environmental quality.
Tobacco Trust Fund Commission - Steve Troxler, Commissioner ofAgrieulture.

BARWICK AG SERVICES, LLC CLINTON, NC 910-385-1000
App&radix flagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number Cedar Lane 31-66
B. Lagoon Identification 1 Big
C. Person(s)Taking Measurements Curtis Barwick
D. Date of Measurement 11/15/2016
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/depth sonar
b. Distance from the lagoon liquid surface to the bottom(soil)of the lagoon.
pvc pipe
c.Thickness of the sludge layer if making a direct measurement with"core sampler".
F. Lagoon Surface Area(using dimensions at inside top of bank): 2.28 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions,and calculate surface area.The lagoon
may have been built different than designed,so measurements should be made.)
G. Estimate number of sampling.points: 2481 pts measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6= with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H.Conduct sludge survey and record data on"Sludge Survey Data Sheet"(Appendix 2).Also,at the
location of the pump intake,take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet(last row);this must be at least 2.5 ft.when irrigating.
I.At the time of the survey,also measure the distance from the Maximum Liquid Level to the Present Liquid
Level(measure at the lagoon gauge pole): 0.9
J.Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.8
(use lagoon management plan or other lagoon records)
L.Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.9
(Item K Minus Item I,assuming the present liquid level is below the Maximum Liquid Level)
M:Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom(average for all the measurement points) 8.0
N.Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer(average for all the measurement points): 4.6
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.4
P.Calculate the thickness of the existing Liquid Treatment Zone(Item N minus Item L): 3.7
Q.If Item O is greater than Item P,proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P,you do not reternVI
nevolumes.
4 @ pump intake
Completed by: Curtis Barwick -- ✓ Date: 11/15/2016
Print Name/Signature

Appendix 3.Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid(sludge-free)treatment zone are determined
from the information on the Lagoon Sludge Survey Form(Items O and P, respectively). In this example,the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storagwvolume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape,the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer,and multiply by layer
thickness to calculate layer volume,as shown in the example. For irregular shapes;convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope,the"Prismoidal Equations"may be used.
Example Your Lagoon
1.Average sludge Layer Thickness(T) 2.5 ft. 3.4 ft.
2. Depth of the lagoon from top of bank to bottom soil surface(D) 11 ft. 10.5 ft.
3.Slope=Horizontal/vertical side slope(S) 3 3.0
4. Length at the top of inside bank(L) 457 ft. 379.5 ft.
5.Width at top inside slope(W) 229 ft. 286.0 ft.
6. Length at midpoint of sludge layer Lm=L-2S(D-(T/2)) 398.5 ft. 326.8 ft.
7.Width at midpoint of sludge layer Wm W-2S(D-(T/2)) 170.5 ft. 233.3 ft.
8.Volume of sludge(Vs) Vs=Lm Wm T 169,860 ft3 259,262 ft3
9.Volume in gallons:Vs9 V"7.5 gal./ft?. 1,273,960 gal. 1,944,468 gal..
10.Thickness of existing liquid tmt.zone m 3.5 ft 3.7 ft
11.Thickness of total treatment zone(Z) Z=T+Y 6 ft 7.1 ft
12.Length at midpoint of total tmt.zone LZ=L-2(S)(D-(Z/2) 409 ft. 337.9 ft.
13.Width at midpoint of total tmt.Zone WZ =W-2(S)(D-(Z/2) 181 ft. 244.4 ft.
14.Volume of total treatment zone(Vz) Vz=LZ WZ Z 444,174 ft3 586,420 ft3
15.Ratio(R)of sludge layer volume to total Treatment Volume
R=VsNz 0.38 0.44
If the ratio R exceeds 0.50,than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume(DSSV), subtract that volume from both the volume
of sludge(Vs)(Item 8)and from the volume of total treatment zone(Vz)(Item 14), and take the ratio.
Then, R=(Vs-DSSV)/(Vz-DSSV)
Example: If DSSV=85,000 ft3,then R=(169,860-85,000)/(447,174-85,000)=84,860/362,174=0.24.
16. Design sludge storage volume(DSSV) 8.6,000
17. Ratio(R)of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.44
e

. BARWICK AG SERVICES, LLC CLINTON, NC 910-386-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number Cedar Lane 31-66
B. Lagoon Identification 2 Small
C. Person(s)Taking Measurements Curtis Barwick
D. Date of Measurement 11/15/2016
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/depth sonar
b. Distance from the lagoon liquid surface to the bottom(soil)of the lagoon.
pvc pipe
c.Thickness of the sludge layer if making a direct measurement with"core sampler".
F. Lagoon Surface Area(using dimensions at inside top of bank): 1.18 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions,and calculate surface area.The lagoon
may have been built different than designed,so measurements should be made.)
G.Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6= 1729 ,with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H.Conduct sludge survey and record data on"Sludge Survey Data Sheet'(Appendix 2).Also,at the
location of the pump intake,take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet(last row);this must be at least 2.6 ft.when irrigating.
I.At the time of the survey,also measure the distance from the Maximum Liquid Level to the Present Liquid
Level(measure at the lagoon gauge pole): 1.0
J.Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K.Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.9
(use lagoon management plan or other lagoon records)
L.Calculate the distance-from the present liquid surface level to the Minimum Liquid Level 0.9
(Item K Minus Item I,assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom(average for all the measurement points) 7.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer(average for all the measurement points): 4.3
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.2
P.Calculate the thickness of the existing Liquid Treatment Zone(Item N minus Item L): 3.4
Q. If Item O is greater than Item P,proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P,you do not have etermr volu m
Gti^,t�3.1 @pump intake
Completed by: Curtis Barwick Date: 11/15/2016
Print Name/Signature

Appendix 3.Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid(sludge-free)treatment zone are determined
from the information on the Lagoon Sludge Survey Form(Items O and P, respectively). In this example,the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet.The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape,the sludge
volume and the treatment volume in the lagoon can be estimated by,using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer,and multiply by layer
thickness to calculate layer volume,as shown in the example. For irregular shapes,convert the total surface area to a square
or rectangular shape.For exact volumes for lagoons with constant side slope,the"Prismoidal'Equations"may be used.
Example Your Lagoon
1.Average sludge Layer Thickness(T) 2.5 ft. 3.2 ft.
2. Depth of the lagoon from top of bank to bottom soil surface(D) 11 ft. 10.1 ft.
3. Slope=Horizontal/vertical side slope(S) 3 3.0
4. Length at the top of inside bank(L) 457 ft. 284.0 ft.
5.Width at top inside slope(W) 229 ft. 184.0 ft.
6. Length at midpoint of sludge layer Lm=L-2S(D-(T/2)) 398.5 ft. 233.1 ft.
7.Width at midpoint of sludge layer Wm=W-2S(D-(T/2)) 170.5 ft. 133.1 ft.
8.Volume of sludge(Vs) Vs=Lm Wm T 169,860 ft3 99,305 ft3
9.Volume in gallons:Vsy V*7.5 gal./W. 1,273,950 gal. 744,790 gal.
10.Thickness of existing liquid tmt.zone(Y) 3.5 ft 3.4 ft
11.Thickness of total treatment zone(Z) Z=T+Y 6 ft 6.6 ft
12. Length at midpoint of total tmt.zone LZ=L-2(S)(D-(Z/2) 409 ft. 243.3 ft.
13.Width at midpoint of total tmt.Zone WZ =W-2(S)(D-(Z/2) 181 ft. 143.3 ft.
14.Volume of total treatment zone(Vz) Vz=LZ WZ Z 444,174 ft3 230,159 ft3
15. Ratio(R)of sludge layer volume to total Treatment Volume
R=VsNz 0.38 0.43
If the ratio R exceeds 0.50,than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume(DSSV),subtract that volume from both the volume
of sludge(Vs)(Item 8)and from the volume of total treatment zone(Vz)(Item 14),and take the ratio.
Then, R=(Vs-DSSV)/(Vz-DSSV)
Example: If DSSV=85,000 ft?,then R=(169,860-85,000)/(447,174-85,000)=84,860/362,174=0.24.
16. Design sludge storage volume(DSSV) 85,000
17. Ratio(R)of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.43

BARWICK AG SERVICES, LLC CLINTON, NC 910-385-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number Cedar Lane 31-66
B. Lagoon Identification 1 Big
C.Person(s)Taking Measurements Curtis Barwick
D. Date of Measurement 11/29/2017
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/depth sonar
b. Distance from the lagoon liquid surface to the bottom(soil)of the lagoon.
pvc pipe
c.Thickness of the sludge layer if making a direct measurement with"core sampler".
F. Lagoon Surface Area(using dimensions at inside top of bank): 2.28 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions,and calculate surface area.The lagoon
may have been built different than designed,so measurements should be made.)
G. Estimate number of sampling points: 2194 pts measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6= with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H.Conduct sludge survey and record data on"Sludge Survey Data Sheet"(Appendix 2).Also,at the
location of the pump intake,take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet(last row);this must be at least 2.5 ft.when irrigating.
I.At the time of the survey,also measure the distance from the Maximum Liquid Level to the Present Liquid
Level(measure at the lagoon gauge pole): 0.8
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.8
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the.present liquid surface level to the Minimum Liquid Level 1.0
(item K Minus Item I,assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom(average for all the measurement points) 8.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer(average for all the measurement points): 4.5
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.6
P. Calculate the thickness of the existing Liquid Treatment Zone(Item N minus Item L): 3.5
Q. If Item O is greater than Item P,proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal.to or less than Item P,you do not ve to determir olumes.
4 @ pump intake
Completed by: Curtis Barwick Date: 11/29/2017
Print Name/Signatur

Appendix 3.Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid(sludge-free)treatment zone are determined
from the information on the Lagoon Sludge Survey Form(Items O and P,respectively):In this example,the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet.If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet.The dimensions of the lagoon as measured and the side slope are.needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape,the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope,calculate length and width at the midpoint of the layer,and multiply by layer
thickness to calculate layer volume,as shown in the example. For irregular shapes,convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope,the"Prismoidal Equations"may be used.
Example Your Lagoon
1.Average sludge Layer Thickness(T) 2.5 ft. 3.6 ft.
2. Depth of the lagoon from top of bank to bottom soil surface(D) 11 ft. 10.5 ft.
3.Slope=Horizontal/vertical side slope(S) 3 &0
4. Length at the top of inside bank(L) 457 ft. 379.5 ft.
5.Width.at top inside slope(W) 229 ft. 286.0 ft.
6. Length at midpoint of sludge layer Lm=L-2S(D-(T/2)) 398.5 ft. 327.4 ft.
7.Width at midpoint of sludge layer Wm W-2S(D-(T/2)) 170.5 ft. 233.9 ft.
8.Volume of sludge(Vs) Vs=Lm Wm T 169,860 ft3 275,724 ft?
9.Volume in gallons:Vs9 V'7.5 gal./ft3. 1,273,950 gal. 2,067,932 gal.
10.Thickness of existing liquid tmt.zone m 3.5 ft 3.5 ft
11.Thickness of total treatment zone(Z) Z=T+Y_ 6 ft 7.1 ft
12. Length at midpoint of total tmt.zone LZ=L-2(S)(D-(Z/2) 409 . ft. 337.9 ft.
13.Width at midpoint of total tmt.Zone WZ =W-2(S)(D-(Z/2) 181 ft. 244.4 ft.
14.Volume of total treatment zone(Vz) Vz=LZ WZ Z 444,174 ft3 586,420 ft3
15. Ratio(R)of sludge layer volume to total Treatment Volume
R=Vs/Vz 0.38 0.47
If the ratio R exceeds 0.50,than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume(DSSV),subtract that volume from both the volume
of sludge(Vs)(item 8)and from the volume of total treatment zone(Vz)(Item 14),and take the ratio.
Then, R=(Vs-DSSV)/(Vz-DSSV)
Example: If DSSV=85,000 ft3,then R=(169,860-85,000)/(447,174-85,000)=84,860/362,174=0.24.
16. Design sludge storage volume(DSSV), 85,000
17. Ratio(R)of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.47

BARWICK AG SERVICES, LLC CLINTON,NC 910-385-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number Cedar Lane 31-66
B. Lagoon Identification 2 Small
C. Person(s)Taking Measurements Curtis Barwick
D. Date of Measurement 11/29/2017
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/depth sonar
b. Distance from the lagoon liquid surface.to the bottom(soil)of the lagoon.
pvc pipe
c.Thickness of the sludge layer if making a direct measurement with"core sampler".
F. Lagoon Surface Area(using dimensions at inside top of bank): 1.18 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions,and calculate surface area.The lagoon
may have been built different than designed,so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6= 1843 ,with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge surrey and record data on"Sludge Survey Data Sheet'(Appendix 2).Also,at the
location of the pump intake,take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet(last row);this must be at least 2.5 fL when irrigating.
I.At the time of the survey,also measure the distance from the Maximum Liquid Level to the Present Liquid
Level(measure at the lagoon gauge pole): 0.8
J.Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.9
(use lagoon management plan or other lagoon records)
L.Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.1
(Item K Minus Item I,assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom(average for all the measurement points) 7.7
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer(average for all the measurement points): 6.5
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 1.2
P.Calculate the thickness of the existing Liquid Treatment Zone(Item N minus Item L): 5.4
Q. If Item O is greater than Item P,proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P,you do not have to determine volumes.
6 @ pump intake
Completed by: Curtis Barwick Date: 11/29/2017
Print Name/Signature

Appendix 3.Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid(sludge-free)treatment zone are determined
from the information on the Lagoon Sludge Survey Form(Items O and P, respectively). In this example,the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet.If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet.The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape,the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope,calculate length and width at the midpoint of the layer,and multiply by layer
thickness to calculate layer volume,as shown in the example. For irregular shapes,convert the total surface area to a square
or rectangular shape.For exact volumes for lagoons with constant side slope,the"Prismoidal Equations"may be used.
Example Your Lagoon
1.Average sludge Layer Thickness(T) 2.5 ft. 1.2 ft.
2. Depth of the-lagoon from top of bank to bottom soil surface(D) 11 ft. 10.1 ft.
3.Slope=Horizontal/vertical side slope(S) 3 3.0
4. Length at the top of inside bank(L) 457 ft. 284.0 ft.
5.Width at top inside slope(W) 229 ft. 184.0 ft.
6. Length at midpoint of sludge layer Lm=L-2S(D-(T/2)) 398.5 ft. 227.1 ft.
7.Width at midpoint of sludge layer Wm W-2S(D-(T/2)) 170.5 ft. 127.1 ft.
B.Volume of sludge(Vs) Vs=Lm Wm T 169,860 ft3 34,646 ft'
9.Volume in gallons:Vs9 V`7.5 gal./ft?. 1,273,950 gal. 259,843 gal.
10.Thickness of existing liquid tmt.zone m 3.5 ft 5.4 ft
11.Thickness of total treatment zone(Z) Z=T+Y 6 ft 6.6 ft
12. Length at midpoint of total tmt.zone LZ=L-2(S)(D-(Z/2) 409 ft. 243.3 ft.
13.Width at midpoint of total tmt.Zone WZ =W-2(S)(D-(Z/2) 181 ft. 143.3 ft.
14.Volume of total treatment zone(Vz) Vz=LZ WZ Z 444,174 ft3 230,159 ft3
15. Ratio(R)of sludge layer volume to total Treatment Volume
R=Vs/Vz 0.38 0.15
If the ratio R exceeds 0.50,than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume(DSSV),subtract that volume from both the volume
of sludge(Vs)(Item 8)and from the volume of total treatment zone(Vz)(Item 14),and take the ratio.
Then,R=(Vs-DSSV)/(Vz-DSSV)
Example: If DSSV=85,000 ft3,then R=(169,860-85,000)/(447,174-85,000)=84,860/362,174=0.24.
16. Design sludge storage volume(DSSV) 85,000
17. Ratio(R)of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.15

Nutrient Management Plan For Animal Waste Utilization
05-01-2018
This plan has been prepared for: This plan has been developed by:
Cedar Lane Farm (31-66) Ronnie G. Kennedy Jr.
Charles W Edwards Agriment Services, Inc.
605 Fountaintown Road PO Box 1096
Beulaville, NC 28518 Beulaville, NC 28518
1 (910)289-384 252-56 - 48
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and-Agree to the specifications and the operation and maintenance
procedures established in this nutrient management'plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
rning animal waste management that are included with
Required Specifications conce
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications_of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard o"ctices
adopted by the Soil and Water Conservation Commission.
Plan Approved B : S I
PP Y ,
echnical Specialist Signature �,'Date
527543 Database Version 4.1' Date Printed: 05-01-20,18 Cover Page.1

Nutrients applied.in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S8 Swine Feeder-Finish Lagoon Sludge waste generated 943,800 gals in a 5 year(s)and 5
month(s)period by a 5,280 animal Swine Finishing Lagoon Sludge operation.
Estimated Pounds of Plant Available Nitrogen Generated
Broadcast 9632
Incorporated 11559
Injected 11559
Irrigated 9632
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied Obs) Deficit(lbs) Applied.(Gallons) Deficit(Gallons)
Year 1 9,632, 19035 -9,403 1,865,072 -921,272
1
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
Preview Database Version 4.1 Date.Printed: 05-01-2018 Source Page 1 of 1

Narrative
This is a sludge plan only.
Sludge was applied using the following buffers:
Perennial Streams: 50%
Property Lines 50ft.
Right of Ways: 50ft.
Wells: 100ft.
Homes:200ft.
527543 Database Version 4.1 Date Printed: 05-01-2018 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
AQuinn AQI 20.58 18.14 N/A Foreston Com,Grain 120 bu.
AQuinn AQ2 18.69 16.47 N/A Foreston Com,Grain 120 bti.
AQuinn AQ3 1.02 0.90 N/A Noboco Corn,Grain 115 bu.
CHouse CHI 48.67 46.24 N/A Woodington Corn,Grain 140 bu.
CHouse CH4 23.63 20.00 N/A Woodington Corn,Grain 110 bu.
Back JJl 29.04 24.87 N/A Noboco Com,Grain 115 bu.
Back JJ2 15.14 12.93 N/A Noboco Corn,Grain 115 bu.
PLAN TOTALS: 156.77 139.55
LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778).and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
Preview Database Version 4.1 Date Printed 5/1/2018
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

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Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application,or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type,available moisture, historical
data,climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to-land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips)..
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
527543 Database Version 4.1 Date Printed:5/1/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen..
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from.facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
527543 Database Version 4.1 Date Printed:5/1/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters,drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall-not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities,showers, toilets,
sinks,etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs,and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan". .
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc.,should be inspected
on a regular basis to prevent breakdowns, leaks,and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption: However,if animal waste is used on
crops for direct human consumption,it should only be applied pre-plant `
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall.be managed to maintain the Iiquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
527543 Database Version 4.1 Date Printed:5/1/2018 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient,unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
.527543 Database Version 4.1 Date Printed:5/1/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s):CHI
Corn CP,Organic Soils
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions..Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to'fteld(s):AQ1,AQ2
Corn 1:CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
527543 Database Version 4.1 Date Printed: 05-01-2018 Crop Note Page 1 of 2

The following crop note applies to field(s):AQ3,JJ1,JJ2
Corn:CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
527543 Database Version 4.1 Date Printed: 05-01-2018 Crop Note Page 2 of 2

""�r�.,,'7"`" ` Sample Summary
Location Grower Farm Field Area Centroid
Dixie Chemical -Beulav Justin Edwards Adonis Quinn All 40.29 acres 34.886974,77.701514
14
� 9
Sample Date: 2016.09-21 Soil tab: Waters NCDA
Dixie Chemical-Seulavllle
1060 S.NC 41&111 Hwy 04/13/1812:16 PM
Beulaville,NC 28516
910-298-3660

1 • L
t •, _ •, r SavedRx:Adonis Lime
�- --- •- •- •- Fertility Analysis
Grower:Justin Edwards Farm:Adonis Quinn Fieid(s): All
Tenn Lime•Fertilizer Application (ibis/ac)
r tt
75'
12 .
p
w;u IdtO 2300 Jim 4D00
Lab: Waters NCDA Equation: Lab-Default Commodity:Wheat-Soybeans Sample Date:2016.09-21
Constraints:
Target pH: 6.0 Max Rate: 4000 Ibs/ac Multiplier: N/A
Min Rate: 600 lbs/ac Subtract: N/A
Switch Rate: 600lbs/ac
Minimum Application Rate: 600.0 Ibs/ac Total Product: 40784.9 Ibs
Maximum Application Rate: 4000.0 Ibs/ac Total Product Bulk: 20.3924 ton
Average Application Rate: 1699.1 Ibs/ac Product Cost/Bulk: 50.0/ton
Application Area: 24.0 ac Total Product Price: $0.0
Average Field Rate: 1010.1 Ibs/ac Application Cost/Area: $0.0/ac
Total Area: 40.4 ac Total Application Cost: $0.0
Total Cost: S0.0
Dixie Chemical•Beulaville
1060 S.NC 41&111 Hwy 09/23/2016 02:02 PM
8eulavi6e.NC 28518 112
910-298.3660

1' Waters Agricultural Laboratories, Inc.
364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382
[phone] FAX[phone] Camilla.Georgia 31730
[phone] FAX[phone]
HARVEY FERTILIZER&GAS Grower: imu,Bdward, Account0: 60126
1060S NC41 &111 AnalysisSoil Report
Received: 9/21/2016
NCDA Index Field ID: Adonis Quinn All Processed 9/23/20%
BEULAVILLE,NC 28518
Water
Lob Number Sample ID P-1 K-1 Mg% Ca% pfI Ac S4 Zn-I Zn-AI Mn-1 Mn-AI Co-1 CEC BSN HM% Soil Class
822466RW 1 07 65 5.5 29.6 4.5 4.0 34 272 272 7! 53 133 6.6 39.7 2.49 Min
Recommendations -lbs./A Lime-Tons/A N P205 K20 Mg S Cu Zn B Mn See Note
Crop Small Grain/SB 2.9 100 0 30 25 0 0 0 0 3
82246IRW :2 75 69 - 16.3 41.5 5.3 - .3.3 34 234 - 234 46 38 117 8.9 61.7 1.69 Min
Recommendations-lbs./A Limme-Tcns/A N P205 K20 Mg S Cu Zn B Mn See Nola
Crop Small Grain/SB 1.8 100 0 20 0 0 0 0 0 3
822468RW 3 80 46 22-0 Sta` 5.9 : 2.3 28 - 225 ! 225 40 34 119 9.2 760 2.01 Min
Recommendations-lbs./A Lime-Tons/A N P205 K20 Mg S Cu Zn 6 Mn See Note_
Crop Small Grain/SB 0.3 100 0 80 0 0 0 0 0 3
822469RLV ,4,. 66 ;, 55 ` -10.1 35.2 5 92 32 156 156 43 36 70 - 6.4 149 7 2 46 Min
Recommendations -lbs./A Lime-Tons/A N P205 K20 M.j S Cu Zn B Mn See Note
Crop Small Grain/S6 2.0 100 20 50 0 0 0 0 0 3
822470RW ,5 79 ;33 12.9 51.3 5.6 1.6 21 164 164 31 29 g0 4,9 67.6 1.46 Min
Recommendations-lbs./A Limo-TonalA: N P205 K20! Mg S Cu Zn B Mn _See Note
Crop Small Grain/SB 0.6 100 0 110 0 20 0 0 0 3
5 1' ': 84.3 1.00
Recommendations -lbs./A ��_ime_-TonslA_: N! P20_5_ iK261 S r..l Z.1 P Mn see Note.
Crop Small Grain/SB 0.0 100 0 60 0 20 0 0 o 3
822472R 23 16 3 84 1 1,24 Min
Recommendations-Ibs/A '.Elms-Tons/A` INj �P205! K20i, 'Mg' S Cu T_n B I.tn Sae Note;
_-_.
Crop Small Grain/SB 0.0 100 20 60 0 20 0 0'^ 10 3
822473RW 8 - i�tj. 34 , 70 63 0 8 1 0© 23 }; 12D12d p 34 29 69 4 8 67 5 0.87 Min
Recommendations -Ibs.1A Lime-Tons/A, iNi. P205 K20 'Mg_ S_ iCu� Zn. 0', �Mn.: See Note'
Crop Small Grim6B 0.0 100 40 110 0 20 0 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory Certification Number 635

Waters Agricultural Laboratories, Inc.
as Ic
o HE �= 364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382
[phone] FAX[phone] Camilla,Georgia 31730
-�- [phone] FAX[phone]
HARVEY FERTILIZER 6 GAS Soil Analysis Report Grower: Justin Edwards Account#: 60126
1060 S NC 418111 NCDA Index Received: 9/2 /2016
Field ID: Adonis Quinn All Processed: 9/23/2016
BEULAVILLE,NC 2851[8
Water
Lab Number Sample ID P-1 K-I Ivg' Ca% pH Ac S-1 Zn-I Z.-Al Mn4 Mn-Al Cu-1 CEC 8S% HM% Soil Units
B22474RW 9 23 78 15.2 51.9 - 5.9 1.7 36 - 107 107 40 34 80 6.7 73.0 0:93 Min
Recommendations -lbs./A Lime-Ton_sJA N P205 K20 Me S C❑ 7n B Mn See Note
Crop Small GrainlSB 0.3 /00 110 0 0 C 0 0 0 3
822475RW 10 42 58 15.6 53.4 6 1.0 25 100 100 78 58 68 4.2 _ 76.1 1.27 'Min
Recommendations -lbs./A '_�..
Limo-Tons/A N P205 K20 M : S Cu Zn B Mn See Note
Crap Small Gmin/SB 0.0 100 50 30 0 20 0 0 0 3
822476RW .,11 - 121 40 12.6 34.1 55 1.3 21 83 83 68 51 84 3.0 514 0.99 Min
Recommendations -lbs./A Llrne-Tons/A N P205. ,K20 '�Mg :.S Cu Zn 8 Mn ,See Note
Crop Small Grain/SB 0.5 100 0 90 20 0 0 0 3
822477RW i12 105 50 113 53.0 5.6 0.7 22 127 127 109 75 ! 69 2A :. 729 Q75' -Min
Recommendations -lbs./A Lime-Tons/A N P205 ;K20 _Mg; S Cu Zn 13 Mn See Note
Crop Small Grain/SB 0.3 100 0 60 20 0 0 0 3
822478RW 1,1 82 83 18.7 54.1 6.9 .0.6 26 113, "3.. - 46 38. 65 3.7 839 1.18 Min
Recommendations -lbs./A Lime-Tons/A N P205 iK� 2 Cu Zn 8 Mn See Note,
Crop Small Grain/SB 0.3 100 0 0 0 0 0 0 0 3
8224791 78 53 57 61
_ n `P205 IK20I 1 S n I jSee Notel
Recommendations -Ibs.lA Lime•TonNA �; t rM91 �J Cc Z �B; Mn�
Crop Small Grain/SB 0.0 100 90 0 0 20 0 0 0 3
822480R1!V1 6' ,; 57 66 66' 753 1 08 :
----' �K20 r� n ICu zn i3 MN.
Recommendations -lbs./A !Lime TonslAi NP2051 Mg, See Note
Crop Small Gram/SB 04 100 0 20 0 0 0 0 0 3
8224BIRW 16� 84 54 J95 540:V 55 10 32 " 145 145 87 62- 58 4.0 : .752 7. �0,66 Min .
Recommendations-Ilus./A 'Lime-Ton5iA 'N 'P2051 *201 MgI -9� Cu 2n IB', h1n Su cote_:.
Crop Small Grain/SB 0.4 100 0 50 0 0 0 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory certification Number 635

SavedRx:Johnny Jacson Lime
FertilityAnalysis
Grower:Justin Edwards Farm:Johnny Jackson Field(s):)JO1
Tenn Lime- Fertilizer Application (Ibs/ac)
sc
r
a
600 IOc+I IJ75 2063 2360
Lab:Waters NCDA Equation: Lab-Default Commodity:Com Sample Date: 2017-11-20
Constraints:
Target pH: 6.0 Max Rate: 4000 lbs/ac Multiplier: N/A
Min Rate: 600lbs/ac Subtract: N/A
Switch Rate: 600 Ibs/ac
Minimum Application Rate: 600.1 Ibs/ac Total Product: 62603.0 Ibs
Maximum Application Rate: 2550.3 Ibs/ac Total Product Bulk: 31.3015 ton
Average Application Rate: 1576.2 Ibs/ac Product Cost/Bulk: $0.0/ton
Application Area: 39.7 ac Total Product Price: $0.0
Average Field Rate: 1412.2 Ibs/ac Application Cost/Area: $0.0/ac
Total Area: 44.3 ac Total Application Cost: $0.0
Total Cost: $0.0
Dixie Chemical-Beulaville
1060 S.NC 41&111 Hwy 11/27/17 01:58 PM
BeulavlBe,NC 28518 IR
910-298-3660

Waters Agricultural Laboratories, Inc.
s IC 364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382 ' li
O E
[phone] FAX[phone] Camilla,Georgia 37730
[phone] FAX[phone] „
- --HARVEY FERTILIZER&GAS Soil Analysis Report Grower: luxlin Edwnnls Accountlt 60126
1060 S NC 41 &1 it Field ID: Johnny Jackson JJ01 Received' 11212017
NCDA Index Processed. 1127/2017
BEULAVILLE.NC 28518 LID: D2FFI501390
_.S1.6 lPld-- - _ _- _.. Waler
-- "----1 IP4 'K4 Mg% ca% FH Ac 51,, ;Zn.1 Zo-AI Mml kin-Al Cu-1 CEG BS% IA1% Soil Class
Lab Number . Sample ID I - ---
'` 850343PW '120 - - 255 i29' 9.9� 64.1 5.2 2.1 % 49 223 223 34 37 173 7.9 i 72.T. 1.24 'Min
Recommendations-lbs./A IUme-Tore;W N IP205 K20 Mg S Cu i7n e Mn See Note
Crop CORN GRAIN 1.2 160 0 0 0 0 0 0 0 3
850344PW 121 ` 174 .''. 59 9.2 44.0'` 1 5.2 2.1 41 177 - 177 - 31. 36 163 j 5.3 58.7 i 1.31 Mtn
Recommendations-lbs./A jU a-TonsIAi N P205 K20 M9 S Cu_ Zn_ B Mn See Note
Crop CORN GRAIN 1.2 160 0 30 25 0 0 0 0 3
�850345PW !22 263 :" 56 14.3 56.7 ! 5.7 1.0 39 I 309 309 37 -' 99 ` 236 � �47 '-78!9 j 1.32 .. Min
Recommendations-lbs./A Ume-Tons/Aj N P205 K20 M9 S Cu Zn B Mn See Note
Crop CORN GRAIN 0.3 160 0 40 O 0 0 0 3
950346PW'23 202 `53 10.6 45.2 5.1 1.9 37 197 197 31 36 172 4.2 i 62.1 l 0.66 Min
Recommendations-lbs./A iLmme Tons/AI N 1`205 K20_I M9 S Cu ,Zn B Me See Note
Crop CORN GRAIN 0.8 160 0 40 0 0 0 0 3
' W347PW `24 `t 275 - -89 74:6 533' ? 66 1.8 ( d5 301 301 46 4,5 208 64 71.9 175' Miri
Recommendations-lbs./A N P205_ K20 Mg- Ls- Cu :Zn B Mn See Note
Crop CORN GRAIN 0.7 1B0 0 0 0 0 0 0 0 3
o ..
= 58-1: 6.5" 2 . `..°ii33 - 33.'+ '84 gj '1'1t 2712' 4 t'$9 "17.2 � 4.a1 •Min '.
Recommendations-lbs./A �Ume TanslAl N P2105 K20I MCI [S; _Cu `Zn .B Mn .See Note
Crop CORN GRAIN 0.7 160 0 40 25 0 0 0 0 3
-50 2Y7 f' 277'+ �.3T 3g -u'``214 �r743 , 90. ' .OD 1Min
Recommendations-lbs./A Lime-Tons/A FN-1 P2 K20 Mg �S; .Cu. 'IZn', a _M_ n See Note
Crop CORN GRAIN 0.3 180 0 0 0 0 0 0 0 3
4
Recommendations-lbs./A [Lime-TmtalA] N' P205 :K20I Mg; [S .Cu ',Zn� B, Min, See Note,
Crop CORN GRAIN 1.1 180 0 50 25 0 0 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWO Laboratory Certification Number 635

Waters Agricultural Laboratories, Inc.
c 364 West Park Drive Warsaw.NC 28398 257 Newton Hwy-P.O.Box 382 RS
0
" [phone] FAX(910}293-2183 Camilla,Georgia 37730
z. ri [phone] FAX[phone]
HARVEY FERTILIZER&GAS Soil Analysis Report Grower: Justin Ethvrds 60126
1060 S NC 41&111 NCDAlndex Fteld1D: JohnnyJackson1101 Received: 11/21/2017
Processed: 1 1/2 712 017
BEDLAVILLE,NC 28518 LID: D2Fi9501390
.._----- Water - -
Lab Number Sample ID K-1 M9% Ca% pH AC S I ;Zrrt 2n-Al Mn-1 Mn-AL Cu-I CEC BS% Hi Soil Gass
850335PW-12- 253 31 6.1` '30.1 4.9 1:5 32 ' 103 `103 15 26 225 2.4 42.8 0.67 Min
Recommendations-lbs./A iUnre-Tons/A N P205 K20 Mg S Cu iZn B Mn SecNolc
Crop CORN GRAIN 1.0 160 0 80 25 0 0 0 0
850336PW "13 235 37 5.2 25,3 4.9 1.8 j 31 79 79," 12 24 231 2.9 37.1 0.50 Min
Recommendations-Ibs.lA (Lime-Tons/A; N P2C5 K20 Mg S Cu IZn B_ Mn See Note
Crop CORN GRAIN 1.2 1ti0 0 70 25 0 0 0 10 3
850337PW :1 315 - 73 _6.9 36.3 4.9 0.9 39 119 119- 15 26 . 233 2A 68:5 0.95�" '"'""Min
Recommendations-lbs./A 11-ime-TOns/A N P205 K20 Mg S Cu 'Zn B Mn See Nate
Crop CORN GRAIN 0.6 160 0 20 25 0 0 0 0 1
85.3 5.1 1.2 23 ' 941 14t - 18 28 201 24 49.0 0.43 fM;n
Recommendations-lbs./A �Lirne-TwWA� N P205 K20: Mg S Cu On B Mn See Nna
Crop CORN GRAIN 0.7 160 0 80 25 20 0 0 0 3
850339PW 16 P60 ''`' 93 ' 10.4 46.4 15.6 1,1 j 33 162 162 r28 34 187 3.3 69.9 ? 0.67 Min'
Recommendations-lbs./A Lime-TonslA 'N, P205 K201; Mg S_ Cu 'Zn B Mn See Note
Crop CORN GRAIN 0.4 160 0 0 0 0 0 0 3
52 `16`1" 200 --38" 52.7 70.84 ''' Min'
Recommendations-lbs./A N'. P205 K201 Mg S Cu JZni B _Mn See Note
Crop CORN GRAIN 1.1 160 0 0 25 0 0 0 0 3
12.1 80A 56 D.6'ti•", `t. 31 36 "` 141,�'p.n-'-4.0° t ;9. 0.67
Recommendations-lbs./A Lime-Tons/A N P205 K201 Mg, ;Cu iZn .8. Mn See Note
Crop CORN GRAIN 0.3 160 0 G 0 0 0 0 3
77 4.6 89.2 6.8 0,2 l 35
b
Recommendations-lbs./A ILlme Tori N, ',P205 K201 Mg, �.$_;. iCu'� �Zn B' li jSee Note:;
Crop CORN GRAIN 0.0 160 0 20 25 0 0 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWO Laboratory Certification Number 635

Waters Agricultural Laboratories, Inc.
1C 364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382 �"^LA oa I lE
G I
[phone] FAX[phone] Camilla,Georgia 31730
[phone] FAX[phone]
HARVEY FERTILIZER S GAS SOII Analysis Report Grower: Juelin Ldu*nk Accountll: 60126
1060 S NC 41 8 111 NCDA Index Field ID: Johnny Jackmn JJOI Received: 1112112017
Processed: 11272017
BEULAVILLE,NC 28518 LID: 132FPi 501390
' '-'---'- -' Since M6 Wilier
Lab Num—ber 1 Sample ID- 'P.I K-1 Mg% Ca% pH AC S-I Zn-1 ZF,-AI Mn-I Mn-AI CU-1 CFC RS% HM% Oil Class
- -
850351kN '.281' 379 77 8Y 61.8 5.6 1.6 52 1 366 366 53 49 299 6.7 76.2 Min
Recommendations -Ibs.lA ;Lime-TonslA N P2O5 KZO M9 S Cu 7_n H Mn See Note
Crop CORN GRAIN 0.6 160 0 20 0 0 0 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWO Laboratory Certification Number 635

'U=" --•-- --- - Sample Summary
Location Grower Farm Field Area Centroid
Dixie Chemical-Beulaville Justin Edwards Charles house CH09 48.67 acres 34.884476;77.70697
ITTs
49
55
51
t
,7 S
Sample Date: 2016-09.27 Soil Lab: Waters NCDA
Dixie Chemical-Beulaville
1060 S,NC 41&111 Hwy 04/13/18 12:17 PM
Beulaville,NC 28518
910-298-3660

/ �{/ t�
1, r �, SavedRx:Charles House Lime 6-
_,�•-' --- - Fertility Analysis
Grower:Justin Edwards Farm: Charles house Field(s): Multiple Fields
Tenn Lime•Fertilizer Application (Ibs/ac)
a
15 iE
i
le
0
12h 1871 2619 110B
Lab:Waters NCDA Equation: Lab-Default Commodity:Wheat-Soybeans Sample Date: 2016-09-27
onstraints:
Target pH: 6.0 Max Rate: 4000lbs/ac Multiplier: N/A
Min Rate: 600lbs/ac Subtract: N/A
Switch Rate: 600 Ibs/ac
Minimum Application Rate: 600.0 Ibs/ac Total Product: 91474.4 lbs '
Maximum Application Rate: 3157.7 Ibs/ac Total Product Bulk: 45.7372 ton `
Average Application Rate: 1633.1 Ibs/ac Product Cost/Bulk: $0.0/ton
Application Area: 56.0 ac Total Product Price: $0.0
Average Field Rate: 1367.5 Ibs/ac Application Cost/Area: $0.0/ac
Total Area: 66.9 ac Total Application Cost: $0.0
Total Cost: $0.0
Dixie Chemical•8eulaviile
1060 S.NC 41&111 Hwy 09/30/2016 01:06 PM
aeulaville.NC 28518 1/2
910-298.3660

il
Waters Agricultural Laboratories, Inc. r�u
s 364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382 '(wJ't on r� -
[phone] FAX[phone] Camilla,Georgia 31730 "�„
[phone] FAX[phone]
HARVEY FERTILIZER GAS Soil Analysis Report Grower: Justin Edwards AccountA: 60126
NC Received: 9/28/2016
108osNC41 28518 NCDA Index
BEULAVILLE,N Field ID: Charles Irwuc CI109 processed: 9/30/2016
Water
Lab NumbN Sample ID P-1 K-1 Mg% Ca% pH Ac 54 Zn-1 Zn-AI Mn-I Mn At Cu-1 CEC BS% HM% Soil Class
823878RW"49 `"287 59 10.2 62.6 5.5 2.3 36 1 594 -594 71 53 391 9.9 ..-75.8 1,70 Min
Recommendations-Ibs./A Lime-Tans/A N P205 K20 Mg S Cu Zn B Mr, Sec Note
Crop Small Grain/SB 1.1 100 0 30 0 0 0 0 0 3
823879RW �50 149 16 16.4 64.7 5.8 1.7 30 532 532 71 53 279 - 9A 81.8 1.71
Recommendations-Ibs.JA Lime-TDns/A N P205 K20 Mg 5 CU Zn 8 Mn See Note
Crop Small Grain/SB 0.4 100 0 180 0 0 0 0 0 3
823880RW'51 179 -39. 10A 65.9 5.9 1.3 31 424 424 59 45 319 6.7 79.2 1 21 PAI �r
Recommendations-Ibs./A _Lime-Tons/A: N P205 K20 Mg S CU Zn B Mn See Note
Crap Small Grain/SB 0-3 100 0 90 0 0 0 0 0 3
823881RW '.52 - 217 23 12.0 73.5 5.9 0.8 28 601 601 78 57 334 F3,9
87.4 0 93 Miq;.
Recommendations-Ibs./A Lime-Tons/A N P205 K20 Mg 5 CU Zn B Mn ,See Note-
Crop Small Grain/SB 0.3 100 0 140 0 .. 0 0 0 3
823882RW -53 257 17 7.2 60.8 5,5 1A 30 - 504 604 87 62 371 4.6 - 69.9 0.86 - Wn
Recommendations-Ibs./A Lime-Tons/A. N P205 K20 My S CU Zn B Mn See Note
Crop Small Grain/SB 0.6 100 0 180 25 0 0 0 0 3
�823 §B iW. x Y,, r� 70 S 5 8 "5, 33 )r 1'664 ` y553" i< r 94^ i �' 64- 324 101 84.1 1 41 ..,t Min". r
Recommendations -Ibs./A .Lime Tons/A_:; INS P205 K20 Mg S CU Zn B LMnj See Nolei
Crop Small Grain/SB 0.4 100 0 90 0 0 0 0 0 3
-8238 (2W @5 r^ 3�t 54 B 63 185 '185 21 _ 23 160 65 59.7 1,75 MirU
Recommendations -Ibs./A Lime-TOnafA N P205 K20 Mg S CU Zn B htn Sec Note
Crop Small Grain/SB 1.3 100 20 60 0 0 0 0 10 3
1
210 6 7 67.,2 1 78 M o
Recommendations•Ibs./A ['_--� [� r---� _J I 9; _l. L .�..,
r _
Lime-TonNA N P2Ob 1K20' M S ICui Zn B, Mn� ISea Note!
Crop Small Grain/SB 1.2 100 0 20 0 0 0 0 0 3
Fertilizar recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory Certification Number 635

`i Waters Agricultural Laboratories, Inc. ww t4nc n anL ,
o t ne 364 West Park Drive Warsaw, NC 28398 257 Newton Hwy-P.O."Box 382
[phone] FAX[phone] Camilla,Georgia 31730
[phone] FAX[phone] - _./
HARVEY FERTILIZER&GAS Soil Al Report Grower: Justin Edwards Accoui 60126
1060 S NC 41 8 111 o Analysis e pO Received: 928/2016
Ii Index Field lD: Clwda Imw CI109 Processed: 9/30/2016
BEULAVILLE,NC 28518
Water
Lab Number Sample ID P-1 K-1 Mg% Ca% pH Ac S-1 Zo-1 Zn-AI Mn-1 Mn-AI Cli-1 CEC BS% HM% Soil Class
823886E2W 57 254 - 25 6.8' d6.6 5 - 2.4' 29 ' '298 49B 40 34 277 5.4 55,7 ! 0.74 Mtn
Recommendations-Ibs./A Lime-TDns/A N P205 K20 MO S Cu 7n B Mn See Note
Crop Small Grah1SB 1.5 100 0 140 25 0 0 0 0 3
823887RW`58 262 34 9.4 57.6 5.1 IA 49 1 48B 488 56 44 244 4,7 < 70.5 0.39 Mtn
Recommendations-Ibs./A Lime-Tons/A _N P205 K20 M9 S Cu Zn B Mn See Note
Crop Small Grain/SB 0.8 100 0 110 25 0 0 0 0 3
823888RW `i 59 272 45 6.7. 63.8. 6 - 1.8 34 - 206 206 40 35 276 6 9 73.8 0,98 Mtn
Recommendations -Ibs./A Linte-Tons/A N P205 K20 Me S Cu Zn B Mn See Note
Crop Small Grain/SS 0.0 100 0 80 25 0 0 0 0 3
:' %�¢y x>''"ruY: ry', 49.4 5 1A 38 193 193 34 30 -- 285 35 - 59.6 072 Min
Recommendations-Ibs./A 4me-Tons/A. 'N P205 K20 Mg S CU Zn B Mn See Note
Crop Small Grain/SB 0.9 100 0 110 25 0 0 0 0 3
i'0.2 - 37 -308 : 308 103 52 i 343 9.4 97.9 0 64 Min
ns/A Lime-To ; '!.N� 'P2051 K20 �- S Cu Zn B Mn See Note
Recommendations-Ibs./A __..- — .__.. " - ----- -
Crop Small Grain/SB 0.0 100 0 160 25 0 0 D D 3
„n.
Recommendations-Ibs./A :Lime-TonslA_I INI P K20 _ ; S Cu Zn B Mn, See Note
Crop Small Grain/SB 0.7 100 0 160 25 0 0 0 0 3
5 25 % 217 3 8 37.5
Recommendations-Ibs./A ; [See NoejJ i !9P� [ O C Z
Crop Small GrainlSB 1.5 too 0 160 25 20 0 0 0 3
•F 47 ", 330 40 - 70.3 '001. "' Mln�
Recommendations lime-Tons/A P2 � _' �Mg_ S
-Ibs.lA G5 K20
Co" Zn B Mn Sec Note
Crap Small Grain1SB 0.7 100 0 130 25 0 0 0 D 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory Certification Number 635

Waters Agricultural Laboratories Inc. L
' s 364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382
[phone] FAX[phone] Camilla, Georgia 31730r
[phone] FAX[phone]
HARVEY FERTILIZER&GAS SOII Analysis Report Grower: Justin Ed%,ds AccountN: 60126
Received: 9/28/2016
1060 S NC 47 8 1 t 1 N C DA Index Field ID: Charles Iwuse C1109 Processed: 9/30/2D16
BEULAVILLE,NC 28518
Water
Lab Number Sample ID P-1 K-1 Mg% Ca% pH Ac S-1 Zn-1 Zn-AI Mn-I Mn-AI Cu4 CEC BS% HM9b Soil Class
r823894RNJ 65 - 311 35 11A 85.9 56 1.0 33 371 371 71 53 273 51 60.4 'D.85 Min
Recommendations-lbs./A Lime-Tans/A N P205 K20 Mq S Cu Zn B Mn See Note
Crop Small Grain/SB 0.4 103 0 110 0 0 0 0 0 3
823895RW 66 200 40 4.6 88.3 6.3 0.6 32 : 413 413 50 36 236 114 -� 0.89 Min
Recommendations -lbs./A Lime_Tons/A N P205 K20 Vq S Cu Zn 8 Mn., See Note-
- _-_ _ _._._
Crop Small Grain/SB 0.0 1C0 0 90 0 0 0 0 0 3
V3896RW 67 262 ' 26 8.2 71.4 5.8 ', 1.0 38 310 310 56 44 331 55
z'
Recommendations-Ibs1A Lime-Tons/A N P205 K20 Mq S Cu Zn B Mn See Note
Crop Small Grain/SB 0.3 tcc ti 140 25 0 0 0 0 3
823897RW '66 260 75 11.6 58.0 5.4 2.0 11 40 397 . 397 28 27 350 78 74,5 249 ' Min~u.
Recommendations-Ibs./A L.me oas/A N P205 K20 A1g S Cu 7n B Mn See Note
Crop Small Grain/SS i.Cl 100 0 0 0 0 0 0 0 3
823898RW 69 349 39 7.3 45.5 5 2.4 38 322 322 46 38 419 5.5 56.3 171 Minsp
Recommendations-IbsJq Dme-Tons/A N P205 K20 Mg S Cu Zr) B Mn See Note
Crop Small GrainISB 1.5 101 0 90 2S 0 C 0 0 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory Certification Number 635

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C _ Waters Agricultural Laboratories, Inc.
364 West Park Drive Warsaw, NC 28398 257 Newton Hwy-P.O. Box 382
[phone] FAX[phone] Camilla, Georgia 31730
[phone] FAX[phone]
HARVEY FERTILIZER&GAS Soil Analysis Report Grower: Justin Edwards 60126
AccountM:
1060 S NC 41 &111 Received: 9/21/2016
BELLAVILLE,NC 28518 NCDA Index Field ID: Charles house CH04 processed: 9/23/2016
.:Water
�--_- IP K-I r1��4 C., pH Aci IS li 2n I Zn AI Mn-I rMn AID Cu-I -CEC BSY. HIA% Soil Class
Lab Number Sample ID - - ----
78
Recommendations-Ibs.lA Lime Tons A NQ P2O5 K2O [W ❑S Cu © Mn See Note
Crop Small Groin/SS 0.6 100 0 0 0 20 0 0 0 3
Recommendations-lbs./A P2O5 K2O M® ❑S Cu Q © Mn See Note
Crop Small Grain/SB 0.3 100 0 80 20 0 0 0 3
Recommendations-Ibs./A Lime-TonslA Q P2O5 K2O W S❑ ❑Cu 2n A Mn See Note
Crop Small GrainlSB 0.5 too 0 30 0 20 0 0 0 3
Recommendations-Ibs./A P2O5 K2O W [ Cu lz^ A Mn See Note
Crop Small Grain/SB 0.8 100 0 20 0 20 0 0 0 3
is
Recommendations-Ibs./A Lime-TonslA 0 P2O5 K2O W ST ® Z^❑ A Mn See Note
Crop Small Grain/SB 0.6 100 0 20 0 0 0 0 0 3
Recommendations-Ibs./A P2O5 K20 W S❑ N ❑Z^ A Mn See Note
Crop Small Grain/SB 0.0 100 0 90 0 20 0 0 0 3
Recommendations-Ibs./A Lime-Tons/A N❑ P2O5 K2O W S❑ 0 Zn A Mn See Note
Crop Small Grain/SB 0.3 100 0 20 0 0 0 0 0 3
Recommendations -Ibs./A Lime-Tons/A M P2O5 K2O m-gl �S Cu lzn A Mn See Note
Crop Small Grain/SB 0.0 100 0 0 0 0 0 0 10 3
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWQ Laboratory Certification Number 635

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Waftrz AgricuIt ral Laboratories, Inc.
wA RS . IG Liquid Manure/Sludge
O E .'
S' Analysis and Application Report
` 364 West Park Drive Warsaw,IBC 28398 [phone] FAX[phone]
Ship To: Type: Lagoon Sludge Anaerobic-Swine
Triple S Farms SampleNumben CE2 Date submitted: 6/6/2018
B
PO Box 709
PO i 7 9 28518 Lab Number: 1335MS Report Date: 6/7/2018
Grower, Triple S Farms Application Method: Broadcast
Test r. e- 111 e. - ` -�Form
e e •p 11t
Nitrogen-Total 1900 15.85 7.923
P205-Total 2983.7 24.88 24.884
K20-Total 1086.8 9.06 9.064
Calcium 1287.5 10.74 10.738
Magnesium 894.7 7.46 7.462
Suffur 443.7 3.700 3.700
Boron 3.8 0.032 0.032
Zinc 92.9 0.775 0.775
Manganese 27.23 0.227 0.227
I ron 255.2 2.128 2.128
Copper 66.3 0.553 0.553
Sodium 297.8 2.484 2.484
Aluminum 44 0.37 0.367
Results Reported On: L=LIQUID BASIS
Remarks:
This document may be reproduced only in its entirety.Waters Agricultural Laboratories has no control over the manner in which samples are
taken,therefore,analysis is based solely on the sample as received. Lab liability is limited to the fee assessed on the referenced sample.