820229_Closure Plan - NMP_20240305

SLUDGEAPPLICATIONPLAN
212912024
P & J Farms 82-229
William R King Rd
Newton Grove, NC 28366
Great care should be taken when land -applying sludge from animal waste lagoons. Many
opportunities for release of waste during removal, transport and application to surface
waters or public rights -of -way can occur. Take all reasonable caution during the sludge
removal process to reduce the chance of a release. Also take reasonable care not to
damage lagoon liners when removing sludge.
Sludge should be applied at agronomic rates corresponding to the tables contained in this
plan. Sludge should only be applied to the fields in this plan and to the receiving crops
listed. All buffers should be observed including, but not limited to:
perennial streams- 75 feet
wells- 100 feet
dwellings not owned by producer- 200 feet
perennial water- 25 feet vegetated
residential property boundary- 75 feet
field ditches- 5-20' depending on slope
A representative sludge sample should be taken and analyzed before application. Also,
corresponding soil samples should be taken for each field receiving waste within 24
months prior to application. Phosphorus, copper and zinc levels should be taken into
consideration before sludge application. However, this plan is based on using nitrogen as
the limiting application factor, not phosphorus, zinc, or copper.
Third -party agreements should be secured prior to applying sludge on fields not owned
by the producer.

2024 Sludge Plan P&J Farms
FIELD & CROP SUMMARY TABLE
82-229 LAGOON #1 UPDATED
o. tract #
p. field #
q. crop 1 soil type / RYE
r. acres
s. IRR-2 PAN
balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
**u. maximum
application
amount
(gallonstacre)
**v. maximum
appliction
amount
(gallonslfield)
W.
application
window
King
1
corn 1 Ra 1180 bu
75.80
135.00
10233.0
12,162
921,892
Feb15-Jun
King
2
corn 1 Ln 1180 bu
89.15
135.00
12035.3
12,162
1,084,257
Feb15-Jun
King
1
corn / Ra ! 180 bu
68.02
135.00
9182.7
12,162
827,270
Feb15-Jun
King
1
corn 1 Ra / 180 bu
21.20
135.00
2862.0
12,162
257,838
Feb15-Jun
Porter
1
corn 1 NoA 1168 bu
5.70
131.00
746.7
11,802
67,270
Feb15-Jun
Porter
2
corn 1 NoB / 165 bu
4.40
128.00
563.2
11,532
50,739
Feb15-Jun
Porter
3
corn 1 NoB 1165 bu
12.90
128.00
1651.2
11,532
148,757
Febl5-Jun
Porter
4
corn 1 NoA / 168 bu
16.50
131.00
2161.5
11,802
194,730
Feb15-Jun
Porter
5
corn / GoA 1 186 bu
9.20
147.00
1352.4
13,243
121,838
Feb15-Jun
Porter
6
corn / Ln / 180 bu
10.14
135.00
1368.9
12,162
123,324
Feb15-Jun
Porter
7
corn 1 NoA 1 168 bu
15.83
131.00
2073.7
11,802
186,823
Feb15-Jun
Porter
8
corn I GoA 1 186 bu
28.54
147.00
4195.4
13,243
377,962
Feb15-Jun
Porter
9
corn I GoA 1 186 bu
1.20
147.00
176.4
13,243
15,892
Feb15-Jun
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
48602.41
4,378,591
**'columns u & v based on waste samples of 212912024 with 11.1 lrbs/N/1,000 gallons
Total PAN available for all fields (sum of column t)=
Total PAN from liquid to be land applied
Crop's remaining PAN balance
Overall PAN balance (must be a negative number)
1800 estimate 1,800,000 gallons to be applied
11.1 N/1000 gallons soil incorporated
13.3 soil incorporated
48602.4
19980.0
48602.4
-28622
C,/36 0
PoA (30 Day) 2/21 /00

Z"
A�
OWNER: P&J Farms:
SIGNATURE:
DATE: 219124
TECHNICAL SPECIALIST: Curtis Barwick, Barwick Ag Services, LLC
SIGNATURE:
ADDRESS: 103 Country Club Circle, Clinton, NC 28328
ZINC Estimates
Tract
Field Zn applied
King
1
King
2
King
1
King
1
Porter
1
Porter
2
Porter
3
Porter
4
Porter
5
Porter
6
Porter
7
Porter
8
Porter
9
Apl
Conv
Index Ad]
New Soil Zn
Amt
Factor
2x3x4
Soil Test Zn
Index
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
020
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
1643
0.20
3.193
1049
203
1252
COPPER Estimates
Tract Field Cu applied
Api Conv Index Ad]
Amt Factor 2x3x4
0.10 6.297
0.10 6.297
0.10 6.297
0.10 6.297
New Soil Cu
Sniff Test Cu Index
0 0
0 0
0 0
0 0
PoA (30 Day) 2/21/00

2024 Sludge Plan P&J Farms
FIELD & CROP SUMMARY TABLE
82-229 LAGOON #1 e -'v-)
o. tract #
p. field #
q. crop / soil type 1 RYE
r. acres
S. IRR-2 PAN
balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
**u, maximum
application
amount
(gallonslacre)
**v. maximum
appliction
amount
(gallonsi ield)
W.
application
window
King
1
corn / Ra 1 180 bu
75.801
135.00
10233.0
6,750
511,650
Feb15-Jun
King
2
corn / Ln 1 180 bu
89.15
135.00
12035.3
6,750
601,763
Feb15-Jun
King
1
corn / Ra 1180 bu
68.02
135.00
9182.7
6,750
459,135
Feb15-Jun
King
1
corn 1 Ra / 180 bu
21.20
135.00
2862.0
6,750
143,100
Feb15-Jun
Porter
1
corn 1 NoA 1 168 bu
5.70
131.00
746.7
6,550
37,335
Feb15-Jun
Porter
2
corn 1 NoB / 165 bu
4.40
128.00
563.2
6,400
28,160
Feb15-Jun
Porter
3
corn / NoB / 165 bu
12.90
128.00
1651.2
6,400
82,560
Feb15-Jun
Porter
41
corn I NoA 1 168 bu
16.50
131.00
2161.5
6,550
108,075
Feb15-Jun
Porter
5
corn / GoA 1186 bu
9.20
147.00
1352.4
7,350
67,620
Feb15-Jun
Porter
6
corn / Ln 1180 bu
10.14
135.00
1368.9
6,750
68,445
Feb15-Jun
Porter
7
corn 1 NoA / 168 bu
15.83
131.00
2073.7
6,550
103,687
Feb15-Jun
Porter
8
corn / GoA / 186 bu
28.54
147.00
4195.4
7,350
209,769
Feb15-Jun
Porter
9
corn 1 GoA 1 186 bu
1.20
147.00
176.4
7,350
8,820
Feb15-Jun
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t:���
48602.4
2,430,11$
**columns u & v based on waste samples of V2912024 with 11.1 lbs/N11,000 gallons
1800 estimate 1,800,000 gallons to be applied
20 N/1000 gallons soil incorporated
Total PAN available for all fields (sum of column t)= 48602.4
Total PAN from liquid to be land applied 36000.0
Crop's remaining PAN balance 48602.4
Overall PAN balance (must be a negative number) -12602
PoA (30 Day) 2/21/00

WA R5 Ic RA'L
LA OR IE NiC,
JOSH HILL
744 WHITE FLASH ROAD
MOUNT OLIVE, NC 28365-
Manure Analysis
Waters Agricultural Laboratories, Inc
364 W. Park drive I Warsaw, NC 28398- { Phone [phone]
Grower: WW
Sample Number: WW4
Lab Number: 10597MS
Received: 2/26/2024
Processed: 2/29/2024
fType: Lagoon Sludge Anaerobic -Swine Application Method: Broadcast I
Liquid Manure/Sludge Analysis
Analyte
Nitrogen -Total
Result
ppm) (Ibs
2660.00
Result
11000 e.11ons)
22.1844
Estimate of Nutdents Available First Year
(Ibs11000 gallons)
11.0922 3
P205-Total
6098.00
50.8573
50.8573
K20-Total
788.00
6.5719
6.5719
Calcium
2029.00
16.9219
16.9219
Magnesium
1491.00
12.4349
12,4349
Sulfur
1498.00
12.4933
12.4933
Boron
2.50
0.0209
0.0208
Zinc
1643.00
13.7026
13.7026
Manganese
52.80
0.4404
0.4404
Iron
1012.00
8.4401
8.4401
Copper
134.00
1.1176
1.1176
Sodium
208.00
1.7347
1.7347
Aluminum
161.00
1.3427
1.3427
Results Reported On: Liquid Basis
Comments
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. Laboratory liability is limited to the fee assessed on the referenced sample.

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-78.229262
Reports
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Clinton NG
1 104 N US 421 Hwy Clinton, NC 28328
Acct #1104
Quick Map Report
Field: Muitiole Fields
02/06/24 02:48 PM
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ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only �f additional land has to be leased, etc.)
1, , hereby give
permission to apply animal waste from his Waste Utilization System on
_ 0153 acres of my land for the duration of time shown below. The fieid(s)
on which waste can be applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also
understand
that the use of waste will reduce my need for commercial fertilizer.
Adjacent Landawn;;r-
Waste Producer. -
Technical Representative:
SWeD-RepFase-rLative:
Date:
Date:
Date:-
Date. -
Term of Agreement: , to -3a -Z q
(Minhimin of Ten Years on Cost Shared Items)
(See Required Speeifreation No. 2.)

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to 5e leased, etc-)
1, 0iiij -
hereby give
_ z"�
permission to apply animal waste from his Waste Utilization System on
acres of my land for the duration of time shown below. The field(s)
on which waste can be applied are shorn on the attached map.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also
understand
that the use of waste will reduce my need for commercial fertilizer.
Ir
Adjacent Landowner-
Waste Producer:
Technical Representative: r ��
S,VVG -R Feser ,ative:
r
Term of Agreement: _ �'�',� to`
(Minimum of Ten Years an Cast Shared Items)
(See Required Spegrttcadan No. 2)
Date: " �—hol
Dater
Date:

BARWICK AG SERVICES, LLC CLINTON, NC 910-386-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number P & J Farms 82-229
B. Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
1
Curtis Barwick
2/14/2024
a. Distance from the lagoon liquid surface to the top of the sludge layer.
disc
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): 0.98 (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 = 8 , 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): 1.4
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 0.5
(item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Surrey 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): 1.0
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 6.7
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L): 0.5
Q. If Item O is greater than Item P, proceed to the Worksh et for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not hay6% determine volumes.
Completed by: Curtis Barwick "i % Date: 2/14/2024
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification
Completed by:
Print Name
Signature
Date:
(A)
( B )
(C)
(C)-(S)
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
0.0
0.0
0.0
2
0.0
0.0
0.0
3
0.0
0.0
0.0
4
0.0
0.0
0.0
5
0.0
0.0
0.0
6
0.0
0.0
0.0
7
0.0
0.0
0.0
8
0.0
0.0
0.0
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
0.0
0.0
0.0
12
0.0
0.0
0.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
is
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
Q,Q
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
1
0.0
0.0
0.0
Number of points with readings
8.0
X X
8.0
X X
8.0
Average of X X
0
X X
0
X X
0
points
At pump
0.0
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.
KOMT- 7
SLUDGE
inches
8
0

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.
6.7
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
10.7
ft.
3. Slope = Horizontad vertical side slope (S)
3
2.0
4. Length at the top of inside bank (L)
457
ft.
206.0
ft.
5. Width at top inside slope (W)
229
ft.
206.0
ft.
6. Length at midpoint of sludge layer Lm= L-2S(D-(TI2))
398.5
ft.
176.7
ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
170.5
ft.
176.7
ft.
8. Volume of sludge (Vs) Vs=L,,, W,, T
169,860
ft'
209,146
ft3
9. Volume in gallons: Vs9=V*7.5 gal./W.
1,273,950
gal.
1,568,595
gal.
10, Thickness of existing liquid trot. zone (Y)
3.5
ft
0.5
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.2
ft
12. Length at midpoint of total tmt. zone Lz = L-2(S)(D-(Z12)
409
ft.
177.7
ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(ZI2)
181
ft.
177.7
ft.
14. Volume of total treatment zone (Vz) Vz = LzW,Z
444,174
ft�
227,305
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.92
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)1(447,174 - 85,000) = 84,8601362,174 = 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 0.92

BARWICK AG SERVICES, LLC CLINTON, NC 910-385-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number P & J Farms 82-229
B. Lagoon Identification 2
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 2/14/2024
E. Methods/Devices Used for Measurement of:
Distance from the lagoon liquid surface to the top of the sludge layer.
Disc
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
evc 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): 0.88 (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 = 8 , 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): 13
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: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.7
(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) 9.6
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): 7.6
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2.0
P. Calculate the thickness of the existing Liquid Treatment zone (item N minus Item L): 6.9
Q. If Item O is greater than item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item d is equal to or less than Item P, you do not have to determine vol mes.
6.5
Completed by: Curtis Barwick Date: 2/14/2024
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification
Completed by:
Print Name
Signature
Date:
(A)
( B )
( C )
(C)-(8)
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
10 10
10.8
0.0
-10.8
2
8 8
8.7
0.0
-8.7
3
7 6
7.5
0.0
-7.5
4
8 8
8.7
0.0
-8.7
5
7 0
7.0
0.0
-7.0
6
2 9
2.8
0.0
-2.8
7
7 5
7.4
0.0
-7.4
8
8 4
8.3
0.0
-8.3
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
0.0
0.0
0.0
12
0.0
0.0
0.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
8.0
X X
8.0
X X
8.0
Average of
X X
7.6458333
X X
0
X X
-7.64583333
points
At pump
0.0
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.
I

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
I. Average sludge Layer Thickness (T)
2.5
ft.
2.0
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
12.5
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
2.5
4. Length at the top of inside bank (L)
457
ft.
318.0
ft.
5. Width at top inside slope (W)
229
ft.
120.0
ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T12))
398.5
ft.
260.6
ft.
7. Width at midpoint of sludge layer WR,= W-2S(D-(T12))
170.5
ft.
62.6
ft.
8. Volume of sludge (Vs) Vs=Ln, Wr, T
169,860
-ft'
32,627
ft'
9. Volume in gallons: Vsg=V*7.5 gal./ft3.
1,273,950 gal.
244,703
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
6.9
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
8.9
ft
12. Length at midpoint of total tmt. zone LZ = L-2(8)(D-(Z12)
409
ft.
277.9
ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z12)
181
ft.
79.9
ft.
14. Volume of total treatment zone (Vz) Vz = LZWzZ
444,174
ft'
197,458
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsfVz
0.38
0,17
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)1(Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) 1(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

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