090130_NOV-2021-PC-0267_20210804

Steve Campbell
Baldwin Branch Nursery LLC
818 S Poplar St.
Elizabethtown, North Carolina 28337
7/29/21
Trent Allen
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources
Dear Mr. Trent Allen:
RECEIVED
DEQ/DVUR
AUG 2021
FA
Y'rr v, WQROS
� I E REGIONA L OFFIOE
In regards to the Notice of Violation dated May 28, 2021, I am now aware of the concerns
brought to my attention by Mr. Steve Guyton. I have made all efforts to correct the violations
and prevent them from reoccurring. I recently had to have back surgery due to a back injury
that prevented me from taking care of the farm appropriately. This resulted in me having to
hire the work to be done.
Violation 1 stated that I had broken a broken underground pipe that was causing ponding. I
was unaware of this issue prior to inspection. I hired Bridges Irrigation to complete the
inground repair immediately before operating again. I will attach photos to this email to show
that the repairs have been made. Also, Mr. Steve Guyton did return to the farm on May 21,
2021 and also noted all repairs have been made.
Violation 2 I have also hired the work to be done to correct the sprinkler issues. From the date
of inspection forward all of the pumping dates will reflect the correct sprinkler count. I have
trained my back-up OIC to ensure the correct information is reported.
Violation 3 The fields in question have all been sprigged and there is appropriate land cover.
The fields were also cleaned and disked in to level out any washouts that might have become
problematic.
Violation 4 As the OIC, I was unaware of the problems stated in the inspection report. I have
made all efforts to repair fields, repair sprinklers, and retrain staff. Someone will be onsite now
to inspect in a timely manner.
Violation 5 In regards to the sludge analysis, I hired Bridges Irrigation to reinspect the lagoon
using a grade rod rather than a boat. Mr. Nathan Bridges completed the survey and

determined that the farm was still in compliance. I will attach the report to this letter. If you
need anything further please let me know.
Sincerely, Steve Campbell

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Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
9-130
Baldwin Branch
Nathan Bridges
7/11/21
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Disk
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Grade Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
N/A
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.3 (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. 1.3 acres x 6 =
8.0 , 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): 0.2
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 1.8
(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) 7.8
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): 4.7
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.1
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.9
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by: Nathan Bridges Date: 07/11/21

Print Name /Signature
Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification: Baldwin Branch
Completed by:
Nathan Bridges
Print Name
Signature
Date: 7/11/21
(A)
Grid Point
No.
( B )
Distance from liquid surface
to top of sludge
( C )
Distance from liquid surface
to lagoon bottom (soil)
(C)-(B)
Thickness of sludge layer
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
1
5.6
8.0
2
Disk
5.2
8.1
3
and
6.1
8.2
4
Grade Rod
6.1
7.5
5
3.0
7.5
6
3.9
7.6
7
3.7
7.8
8
3.8
7.9
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Number of points with readings
8.0
X X
8.0
X X
NA
Average of
points
X X
4.675
X X
7.8
X X
3.1
At pump
intake
X X
X X X X X X
*AII Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

Appendix 3. Worksheet for sludge volume and treatment volume
Baldwin Branch
Revised August 2008 7/11/21
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 0 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. 3.1 ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 9.6 ft.
3. Slope = Horizontal/ vertical side slope (S) 3 3.0
4. Length at the top of inside bank (L) 457 ft. 300.0 ft.
5. Width at top inside slope (W) 229 ft. 185.0 ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T/2)) 398.5 ft. 251.8 ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2)) 170.5 ft. 136.8 ft.
8. Volume of sludge (Vs) Vs=Lm Wm T 169,860 ft' 108,376 ft'
9. Volume in gallons: Vsg=V*7.5 gal./ft3. 1,273,950 gal. 812,822 gal.
10. Thickness of existing liquid tmt. zone (Y) 3.5 ft 2.9 ft
11. Thickness of total treatment zone (Z) Z= T+Y 6 ft 6.0 ft
12. Length at midpoint of total tmt. zone LZ = L-2(S)(D-(Z/2) 409 ft. 260.5 ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z/2) 181 ft. 145.5 ft.
14. Volume of total treatment zone (Vz) Vz = LZ WZ Z 444,174 ft' 229,208 ft'
15. Ratio ( R) of sludge layer volume to total Treatment Volume
R = VsNz 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

DOUGLAS HEATH
282 PARKER HEATH RD
PINK HILL, NC 28572
252-526-8270
Tax Id 56-1448087
June 8, 2021
Invoice # 060821
Crooked Branch Nursery Inc
818 S Poplar St
Elizabethtown, NC 28337-9226
CUSTOM BERMUDA GRASS SPRIGGING
8.5 Acres Bermuda Grass
@ $250.00 Per Acre $2,125.00
Total Paid $2,125.00
Paid in full check #2963
ANY QUESTIONS PLEASE CALL 252-526-8270.
THANK YOU