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a ' Appendix 7- sludge survey Data sheet
Revised August 2008
JUN 2 2 hla
Lagoon Identification.
Completed by James Lamb
Print Name
Signature
Date* 6/8116
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No
to top of slud a
to lagoon bottom soil
Ft & in
Ft tenths
Ft & in.
Ft (tenths)
Ft & in
Ft tenths
1
2
Remote
3
Boat
4
1750 105
5
Readings
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22 .
23
24
Number of points with readings
1645.0
X X
NA
X X
NA
Average of
points
X X
51
X X
9.2
X X
41
At pump
X X
4.3
X X X X X X
intake
'All Gnd Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet-

d
Hunter Farms
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2D08 618/16
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 "Pnsmotdal Equations° may be used.
1 Average sludge Layer Thickness T•
2. Depth of the lagoon from top of bank to bottom soil surface (D)
3. Slope = Horizontal/ vertical side slope (S)
4. Length at the top of Inside bank (L)
5 Width at top Inside slope (W)
6 Length at midpoint of sludge layer L,,,= L-2S(D-(T/2))
7 Width at midpoint of sludge layer Wm rv-2S(D-(rn))
8 Volume of sludge (Vs; Vs=ll„'N,,, T
9. Volume In gallons: Vs,=V'7.5 gaUft.
10. Thickness of existing liquid tmt zone (Y)
11. Thickness of total treatment zone (Z) Z= T+Y
12. Length at midpoint of total tmt. zone L.= L-2(S)(D{7M)
13. Width at midpoint of total tmt Zone Wi = `N-2(S)(D-(Z!2)
14 Volume of total treatment zone (Vz) Vz = L-WIZ
16. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
Example Your Lagoon
25ft 41ft
11 ft. 11.7 R
3 3.0
457 R 400 0 ft
229 fL 200.0 ft
398.6 ft 342 1 ft
170 5 ft 142.1 fL
169,860 ft` 199,311 ft'
1,273,950 gal 1,494,832 gal.
3.5 1t ' 4.D ft
6 ft 8.1 ft
409 ft 354 1 ft
181 fL 154.1 fL
444,174 fti 441,991 ft'
0.38 0.45
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWD 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) (hem 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 0.45

Appendix 2. Sludge Survey Data Sheet'
Revised August 2008
JUN 2 2 2018
Lagoon Identification:
Completed by:
Hunter Farms
James Lamb
Print Name
Signature
Date. 6/6/17
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No,
to top of sludge
to lagoon bottom soil)
Ft & in.
Ft tenths
- Ft & in.
Ft (tenths)
Ft & In
Ft (tenths)
1
2
Remote
3
Boat
4
1890 50
5
Readings
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Number of nints with readings
1840.0
X X
NA
. X X
NA
Average of
X X
4.9
X X
93
X X
4.4
po In
At pump
X X
43
X X X X X X
Intake
'All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

r
Appendix 3. Worksheet for sludge volume and treatment volume
Hunter Farms
Revised August 2008 6/6117
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'Prlsmoldal Equations" may be used.
Example
Your Lagoon
1 Average sludge Layer Thickness M
25 ft.
4.4 ft.
2 Depth of the lagoon from top of tank to bottom soil surface (D)
11 ft
11.7 ft
3. Slope = Honzontal/ vertical side slope (S)
3
3.0
4. Length at the top of Inside bank (L)
457 ft
400.0 ft
6. Width at top Inside slope (W)
229 ft
200.0 ft
6. Length at midpoint of sludge layer Lm= L-2SP(Tr2))
398 5 ft
343.0 ft
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2))
170.5 ft
143.0 ft
8 Volume of sludge (Vs) Vs=Lm Wm T
169,860 ft'
215,816 fry
9. Volume In gallons. Vsy=V7 6 gal./1t3.
1,273,950 gal.
1,618,617 gal.
10. Thickness c sting liquid tmt zone (Y)
3.5 ft
3.7 ft
11. Thicknes' of total treatment zone (Z) Z= T+Y
6 ft
8.1 ft
12. Length at midpoint of total tint, zone Li= L-2(S)(D-(Z/2)
409 ft
354.1 ft
13. Width at midpoint of total tint Zone W, = W-2(S)(D-(Z/2)
181 ft
154.1 ft
14. Volume of total treatment zone (Vz) Vz = LAW Z -14 •`
444,174 ft'
441,991 ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
049
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. '
T
Note: If the lagoon has7a 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 f?, then R = (169,860 - 85,000) / (447,174 - 85.000) = 84,860 / 362,174. 0.24.
16. Design sludge storage volume (DSSV)
17. Ratio (R) of'sludge layer volume to treatment volume adjusted
for designed sludge storage volume
rrr
094
0.49
V
t
c

NCDA&CS Agronomic Division
Phone: [phone] Webslte: www.neW.gov/agronomV
Report No. FY18-WO07295
Predictive
Client Hunter Farms / Milton / Doug Advisor.
g
853 Cypress Creek Rd
'Waste
Report Wallace, NC28466
Duplin County
o�
Links to Helpful
Information Sampled: 06/01/2018
Received: 06/04/2018
Farm: 31232
Completed: 06/08/2018 PALS #, 222720
PALS #:
Sample Information
Nutrient Measurements are given In units of parts per million (ppm), unless utherwise specified.
Other Results
ID: HF1
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B
Mo C AI Na CI
Code: ALS
Total N:
I 37.6 992 109 73.5 44.3 289 1.16 1.56 1.11 1.38
0.85 296
Description: Swine
Total Kjeldahl N: 574
Lagoon Liq.
Inorganic:—
GrowerComments:
NH4-N
SS EC pH BD CCE ALE
C:N DM
Not Provided
NO3-N
(Ie Slcm) (mS/cm) (Unitless) (Ib/yda) N (1000 gal)
(UniGess) (°/4)
7.67 _
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (Ib/10oo gal)
[Appliglcation Method:
N P20s K20 Ca Mg S Fe Mn Zn Cu B
Mo I AI Na CI
Irrtion
1
2.39 0.72 9.93 0.91 0.61 0.37 0.02 0.01 0.01 0.01 0.01
- 1 0.01 2.47 -
North Carolina
1 -
Tobacco bast r W Commksron
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.

NCDABCS Agronomic Division
Phone: [phone] Webslte: www.ncagr.gov/agronomU
Report No. FY18-WO07295
Predictive
Client: Hunter Farms / Mon / Doug Advisor.
853 Cypress Creek Rd
Waste
Wallace, NC 28466
Report Dupfin County
Links to Helpful
Information Sampled: 06/01/2016
Received: 06/04/2018
Farm: 31232
Completed: 06/0812018 PALS #: =20
PALS #;
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise spedfed.
Other Results
ID: HF1
Nitrogen (N) P K Ca Mg S Fe Mn Zn Cu B
Mo C AI Na CI
Code: ALS
Total N:
I 37.6 992 109 73.5 44.3 2.89 1.16 1.56 1.11 1.38
- I - 0.85 296
Description: Swine
Total Kieldahl N: 574
Lagoon LIq.
Inorganic
- - - — — - - - - - — — - - - -- - - — -
- - — — - -
Grower Comments:
NH4-N
S EC pH BD CCE ALE
C:N DM
Not Provided
NO3-N
s
I (10 S/cm) (mS/cm) (Unitless) pbfyd°) (°h) (1000 gal)
(Unitless) (%)
7.67 -
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results Owl 000 gal)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn Cu B
Mo AI Na CI
Inigation
2.39 0.72 9.93 0.91 0.61 0.37 0.02 0.01 0.01 0.01 0.01
0.01 2.47
North Carolina
Toby mat Fund commmmtaiam
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 agronomk services to manage nutrients and safeguard environmental quality.
- Steve Trarler, Commissioner of Agriculture.

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