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Appendix 1. Lagoon Sludge Survey Form
Revised August 200E
A Fame Permit or DWO Identification Number
B Lagoon Identification
Fac 31-259
JC42
C Person(s) Taking Measurements Joey Carter/ Matthew Carter
D. Date of Measn'emerit 1227/2018
E. MethodslDevices Used for Measurement of.
a Distance from the lagoon liquid surface to the top of the sludge layer.
gauged pole
b Distance from the lagoon liquid surface to the bottom (soiD of the lagoon
_ gauged pole
c Thickness of the sludge layer II making a direct measurement with "core sampler"
NIA
F Lagoon Surface Area (using dimensions at Inside top of bank) 1 9 (acres)
(Draw a sketch of the lagoon an a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should he mado.)
Estimate number of sampling points: (-24-)
a. Less than 133 acres Use 8 polnts
b If more than 1 33 ac 1 9 acres x 6 = 11.4 , vAth maximum of 24.
(Using sketch and dimensions, develop a unrf r god that has the same aumcer of pttersa:kans as he
estimated number of sampling points needed Number the line sect onpar s on the lagoon gntl so that data
recorded at etch can be easily ma:rheo I
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 past row); this must be at least 2.5 fit when Irrigating.
I. At the time of t1e survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
133
J. Determine the distance from the top of bank to the Maximum Liquid Level
1 so
(use lagoon management plan or other lagoon records)
K Determine the distance from the Maximum Liquid to the Minimum Liquid level
3.30
(use lagoon management plan orother lagoon records)
L Calculate the distance from the present liquid surface love, to the Minimum Liquid Level
1.97
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M Record iron he Sludge Survey Data Sheet the distance from the present liquid! surface level to the
lagoon bottom (average for all the measurement points)
1079
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•80
O Record from -he Sludge Survey Data Street the average thickness of the sludge Myer.
8.40
P Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L)•
3.83
O. 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 hem P, you do not have to determine volumes.
Comoleted by Joey CarterWattherw Carter Date
12127/2018
Prmt Name lSignature
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Appendix 2. Sludge Survey Data Sheet' Revised August 2008
Lagoon Identificatron JC92
Completed by: Joey CartefWelthew Carter
Print Name
Sionature
Date _ 1227t2018
(A)
(8)
(C)
(C)-(6)
Grid Point
Distance from Gquld surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of stud a
to lagoon bottom (sod)
Ft & in
Ft (tenths)
FL & in.
FL (tenths
FL & in.
FL (tenths)
1
5.2
10.8
56
2
51
10.8
5.7
3
5.0
13.8
5.8
4
51
10.8
57
5
4.8
108
60
6
4.6
108
6.2
7
4.7
10.8
61
5
4.1
108
61
9
48
10.8
6.0
10
4.9
10.8
6.9
11
4.9
10.8
6.9
12
4.8
10.8
60
13
5.0
108
5.8
14
t 4.5
10.8
6.3
15
i 76
10.8
32
16
75
108
33
17
7.4
10.8
3.4
18
68
10.8
40
19
67
108
4.1
23
6.8
10.8
4.0
21
89
10.8
3.9
22
75
10.8
32
23
7.6
108
32
24
7.6
106
3.2
1 Number of poets vnth re adings
240
X X
24.c
X X
24.0
Average of
Dints
X X
5.9
X X
10.e
X X
4.9
At pumo
4.4
X X X X X X
intake
'A)I Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet
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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 feel If the lagoon has a designed sludge storage volume,
see notes atend of the worksheet Tne dimensions of the lagoon as measured and the side elope are needed
for ra curalcns of sludge volume and of total treatment volume ;If tl-e lagoon is a standard geometric shape, the sludge
volume and Pre treatment volume in the lagoon can be esbmatec by using standard equations. For approwroate vo.umes
o` rectangular lagoons with constant side slope, calculate length and wldtY at the midpoint of the layer, and multiply by layer
tl cvtess to calculate layer volume, as shown in the examp e. For kregularshapes, convert the total surface area to a square
or rectangular shape For exact volumes for lagoons with constant side slope, the "PristnDldal Equations' maybe used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
it.
490
ft
2. Death of the lagoon from top of banK to bottom soil surface (D)
1'
ft.
13.7
ft
3 Slope = Horizontal/ vertical sme slope (S)
3
2 80
4. Length at the top of inside bards (L)
457
ft
511100
ft
5. Width at top inside slope (W)
229
ft
159.00
ft
6 Length at midpoint of sludge layer Lin =L-2S(D-(f/2))
3685
R
44789
—ft
7 Wroth at midpoint of sludge layer Wm= W-2S(D-(TI2))
170.5
ft
95.89
ft
8 Volume of sludge (Vs) Vs=L„ W„ T
169,850
fta
210,441
le
9. Volume In gallons: Vso V'7.5 gal /ft"-
1,273,950
gal.
1,578,305 gal
10 Thickness of existing liquid tint zone (Y)
3 5
ft
383
ft
11 Thldmess of total treatment zone (Z) Z= T+Y
6
ft
873
ft
'2. Length at midpoint of total Imt zone L,= L-2(8)04M)
409
R.
458.61
R
13. Width at mldpoim of total :mt. Zone W, = W-2(S)(D-(Zr2)
181
ft.
106 61
ft
14 Volume of total treatment zone (%1z) Vz = L, W;Z
444.174
fe
426.841
ft?
15. Ratio ( R) O'sludge layer volume to total Treatment Volume
R = VsNz
0.38
DA9
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWO for
Information on filing the Plan of Action.
Note If the agcon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volime of total treatment zone (Vz) (Item 14). and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Eummple If DSSV = 85,OOC its, then R = (169,860 - 65,ODC) / (447;174 - 85,OD0) = 84,8601362,174 = U4.
16 Design sludge storage volume (DSSV) 85,000 0
17 Ratio (R) of sludge layer volume to treatmert volume adjusted
for designed sludge storage volume 024 049