820709_Add-Info Response_20230309

March 9, 2023
Christine Lawson, Engineer
NCDEQ Division of Water Resources
Animal Feeding Operations
1601 Mail Service Center
Raleigh, NC 27699-1601
Subject: Response to Additional Information Request
Application No. ADS820709
H&C Farm
Sampson County
Dear Mrs. Lawson,
CAVANAU G H
Stewardship Through Innova,,.
Cavanaugh & Associates, P.A., on behalf of H&C Farm has reviewed your Additional Information
Request, dated February 7, 2023, for the subject permit modification application for H&C Farm, which is
noted to have been received by the Division on November 10, 2022; and has developed responses and
additional supporting information to address each item in your letter. For your convenience, we have
repeated the comments below in bold font, followed by the responses in italicized font.
1. Waste Utilization Plan (WUP) —The design drawings show the new digester to be located in
the field adjacent to the existing lagoon. Based upon the irrigation design map, it appears that
the new digester will be located the same field as irrigation field/pull 14. The WUP needs to be
updated to removed field/pull 14 or provide clarification.
Response: Please see amended and updated Nutrient Utilization Plan, attached hereto.
2. Stormwater Outlet— Please provide atypical detail for outlet for stormwater removed from
digester covers. Please also indicate stormwater outlet location for the digester.
Response: Please see attached plan sheets showing the location of the proposed
stormwater outlet, and typical detail.
3. Biogas Use as a Renewable Energy Resource —Please provide information for the intended
onsite and/or offsite use of the biogas. Please include expected timeline regarding completion
of digester system and utilization of gas as a renewable energy resource.
Response: H&C Farms plans to utilize the biogas produced from the facility to generate a
renewable energy resource for export off the farm. Specific details of how H&C
Farms plans to do this are not yet released, but H&C Farms plan to begin export
of the renewable energy resource within 12 months of commencing
construction.
4. Gas Generation Estimate — Please submit an estimate for the daily volume of biogas to be
generated by the proposed digester.

Response: The daily volume of biogas varies based on animal stocking numbers, animal
age, and climatic variations. A gross estimate that is commonly used for in -
ground, ambient temperature digesters is about 2 cubic feet of biogas per pig
occupant in the farm per day; however, the actual amount of biogas produced by
the farm may very significantly given the considerations described above.
5. Emergency Flare— Please provide location/identification for the emergency flare(s).
Response: An emergency flare will not be provided for the proposed farm. Rather, should
H&C Farms need to dispose of excess biogas, the system operator will open one
or more emergency vent ports to be installed as part of the HDPE digester cover
system, and release the biogas.
6. Slam Gate/Secondary Containment— Please indicate location of new slam gates/secondary
containment associated with proposed digester system, if applicable.
Response: Not applicable.
7. Influent/Effluent Sampling — Please indicate location for sampling of influent to and effluent
from each digester.
Response: Influent samples will be taken from the Influent Lift Station wet well, and effluent
samples will be taken from Effluent Level Control Wet Well.
Thank you for your assistance and review of the permit application package. Please do not hesitate to
contact our office should you have any questions, comments, or require any additional information.
Regards,
Cavanaugh & Associates, P.A.
Jeff P. Cappadona, P.E.
Attachments
cc: H&C Farms

Murphy -Brown, LLC 3/9/2023 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Permit
P. Jart Hudson
H&C Farm Facility 82-709
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 7040
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
7040
Feeder to Finish
927 gal/yr
6,526,080 gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 6,526,080 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
7040
Feeder to Finish
1.67lbs/yr
11,757 Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 11,757 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 144.08
Total N Required 1st Year: 24205.74
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 24,205.74
Total Nitrogen Produced by Farm: 11,756.80
Nitrogen Balance for Crops: (12,448.94)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil list Crop Time to list Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acrea e T e Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs NIAc
7otat Ibs N
Utilized
T9001
1
2.77
GoA
D
Feb15-June
186.0
0.79
146.94
407.0238
CC
Sept -April
1
30
30
83.1
176.94
490.1238
T9001
2
2.18
GoA
D
Feb15-June
186.0
0.79
146.94
320.3292
CC
Sent -April
1
30
30
65.4
176.94
385.7292
T9001
3
4.81
Ln
D
Feb15-June
180.0
0.75
135
649.35
CC
Sept -April
1
30
30
144.3
165
793.65
T9001
4
3.34
GoA
D
Febl5-June
186.0
0.79
146.94
490.7796
CC
Sent -April
1
30
30
100.2
176.94
590.9796
T9001
5
5.22
NoB
D
Feb15-June
165.0
0.78
128.7
671.814
CC
Sept -April
1
30
30
156.6
158.7
828.414
T9001
6
4.39
NoB
D
Feb15-June
165.0
0.78
128.7
564.993
CC
Sept -April
1
30
30
131.7
158.7
696.693
T9001
7
2.36
GoA
D
Feb15-June
186.0
1 0.79
1 146.94
346.7784
CC
1
30
30
70.8
176.94
417.5784
T9001
8
5.3
GoA
D
Feb15-June
186.0
0.79
146.94
778.782
CC
1
30
30
159
176.94
937.782
T9001
9
5.32
NoA
D
Feb15-June
168.0
0.78
131.04
697.1328
CC
1
30
30
159.6
161.04
856.7328
T9001
10
6.37
NoA
D
Feb15-June
168.0
0.78
131.04
834.7248
CC
USept-April
1
30
30
191.1
161.04
1025.825
T9001
11
5.37
GoA
D
Feb15-June
186.0
0.79
146.94
789.0678
CC
l
1
30
30
161.1
176.94
950.1678T9001
12
4.19
GoA
D
Feb15-June
186.0
0.79
146.94
615.6786
CC
l
1
30
30
125.7
176.94
741.3786
T9001
13A
5.71
GoA
D
Feb15-June
186.0
0.79
146.94
839.0274
CC
l
1
30
30
171.3
176.94
1010.327
T9001
13B
3.18
GoA
D
Feb15-June
186.0
0.79
146.94
467.2692
CC
Sept -April,
1
30
30
95.4
176.94
562.6692
T9001
14
0.8
WaB
D
Feb15-June
118.0
0.76
89.68
71.744
CC
Sept -April
1
30
30
24
119.68
95.744
T9001 1
15
1.02
WaB
C
I March -Sept
5.4
1 49
264.6
269.892
0
0
264.6
269.892
T9001
16
3.8
NoB
D
Feb15-June
165.0
0.78
1 128.7
489.06
1 CC
Se t-A ril
1
30
30
114
158.7
603.06
T9001
17
2.72
NoB
D
Feb15-June
165.0
0.78
128.7
350.064
CC
Sept -April
1
30
1 30
81.6
1 158.7
431.664
T9001
18
1.66
NoB
D
Febl5-June
165.0
0.78
128.7
213.642
CC
Sept -April
1
30
30
49.8
158.7
263.442
T9001
19
3.41
NoB
D
Feb15-June
165.0
0.78
128.7
438.867
CC
Sept -April
1
30
30
102.3
158.7
541.167
T9001
20
2.14
1 NoB
D
Feb15-June
165.0
0.78
128.7
275.418
CC
Sept -April
1
30
30
64.2
158.7
339.618
T9001
24
0.66
NoB
C
March -Se
6.4
46
294.4
194.304
0
0
294.4
194.304
T9001
25
3.41
MaC
C
March -Sept
4.8
46
220.8
752.928
0
0
220.8
752.928
T9001
26
0.66
WaB
C
March -Set
5.4
1 49
264.6
174.636
0
0
264.6
174.636
T9001
1 27
3.52
NoB
D
Feb15-June
165.0
0.78
1 128.7
453.024
CC
Sept -April
1
30
30
105.6
158.7
558.624
T9001
28
3.22
NoB
D
Feb15-June
165.0
0.78
128.7
414.414
1 CC
Sept -April
1
30
1 30
96.6
1 158.7
511.014
T9001
29
3.38
NoB
D
Feb15-June
165.0
0.78
128.7
435.006
CC
Sept -April
1
30
30
101.4
158.7
536.406
T9001
30
3.72
NoB
D
Feb15-June
165.0
0.78
128.7
478.764
CC
Sept -April
1
30
30
111.6
158.7
590.364
T9001
31
3.59
1 NoB
D
Feb15-June
165.0
0.78
128.7
462.033
CC
Sept -April
1
30
30
107.7
158.7
569.733
T9001
32
4.31
NoB
D
Feb15-June
165.0
0.78
128.7
554.697
CC
Sept -April
1
30
30
129.3
158.7
683.997
T9001
33
4.46
NoB
D
Feb15-June
165.0
0.78
128.7
574.002
CC
Sept -April,
1
30
30
133.8
158.7
707.802
T9001
34
4.33
NoB
D
Feb15-June
165.0
0.78
128.7
557.271
CC
Sept -April
1
30
30
129.9
158.7
687.171
T9001
35
5.14
OrB
D
Feb15-June
171.0
0.78
133.38
685.5732
CC
Sept -April
1
30
30
154.2
163.38
839.7732
T9001
36
2.23
OrB
D
Feb15-June
171.0
0.78
133.38
297.4374
CC
Sept -April
1
30
30
66.9
163.38
364.3374
T9001
37
2.59
NoB
D
Feb15-June
165.0
0.78
128.7
333.333
CC
Sept -April
1
30
30
77.7
158.7
411.033
T9001
38
3.58
NoB
D
17015-June
165.0
0.78
128.7
460.746
1 CC
Sept -April
1
30
30
1 107.4
158.7
568.146
T9001
39
3.54
OrA
D
Feb15-June
174.0
0.78
135.72
480.4488
CC
Sept -April
1
30
30
106.2
165.72
586.6488
T9001
40
4.21
OrA
D
Feb15-June
174.0
0.78
135.72
571.3812
CC
Sept -April
1
30
30
126.3
165.72
697.6812
T9001
41
4.14
1 OrA
D
Feb15-June
174.0
0.78
135.72
561.8808
CC
Sept -April
1
30
30
124.2
165.72
686.0808
T9001
42
3.97
OrA
D
Feb15-June
174.0
0.78
135.72
538.8084
CC
Sept -April
1
30
30
119.1
165.72
657.9084
T9001
43
3.36
GoA
D
Feb15-June
186.0
0.79
146.94
493.7184
CC
Sept -April
1
30
30
100.8
176.94
594.5184
41.55
1
1
#VALUE!
#VALUE!
-Optional Crops for row crops-
I
I
a
arty
GoA
O
Aril -Se t15
38.0
3.91
148.58
Ln
O
Aril -Se 15
39.0
3.87
150.93
0
NoB
O
Aril-Sept15
34.0
3.91
132.94
0
NoA
O
April-Sept15
35.0
3.91
136.85
0
WaB
O
April- ept15
23.0
3.98
91.54
0
OrB
O
Alpril-Selpt15
37.0
3.91
144.67
0
OrA
O
April-Septl5
38.0
3.91
148.58
0
E24205J4
Totals: 185.63 20055.84 4149.9
3(a) of 11

iReception Area Specifications
Tract Field Irrigated Soil 1st .. Time to 1stCrop Istdrop ..
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized-
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/ r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
7040 Feeder to Finish
0.34 2393.6
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2393.6 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 11968 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 39 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 95.744 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
r--TJ;j R [of -A 11 M kiKSIXIJI-3 I1I;4:YAI NICY-ANIS].F
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
T9001
1
GoA
D
0.4
1
T9001
2
GoA
D
0.4
1
T9001
3
Ln
D
0.5
1
T9001
4
GoA
D
0.4
1
T9001
5
NoB
D
0.5
1
T9001
6
NoB
D
0.5
1
T9001
7
GoA
D
0.4
1
T9001
8
GoA
D
0.4
1
T9001
9
NoA
D
0.5
1
T9001
10
NoA
D
0.5
1
T9001
11
GoA
D
0.4
1
T9001
12
GoA
D
0.4
1
T9001
13A
GoA
D
0.4
1
T9001
13B
GoA
D
0.4
1
T9001
14
WaB
D
0.6
1
T9001
15
WaB
C
0.6
1
T9001
16
NoB
D
0.5
1
T9001
17
NoB
D
0.5
1
T9001
18
NoB
D
0.5
1
T9001
19
NoB
D
0.5
1
T9001
20
NoB
D
0.5
1
T9001
24
NoB
C
0.5
1
T9001
25
MaC
C
0.65
1
T9001
26
WaB
C
0.6
1
T9001
27
NoB
D
0.5
1
T9001
28
NoB
D
0.5
1
T9001
29
NoB
D
0.5
1
T9001
30
NoB
D
0.5
1
T9001
31
NoB
D
0.5
1
T9001
32
NoB
D
0.5
1
T9001
33
NoB
D
0.5
1
T9001
34
NoB
D
0.5
1
T9001
35
OrB
D
0.5
1
T9001
36
OrB
D
0.5
1
T9001
37
NoB
D
0.5
1
T9001
38
NoB
D
0.5
1
T9001
39
OrA
D
0.5
1
T9001
40
OrA
D
0.5
1
T9001
41
OrA
D
0.5
1
T9001
42
OrA
D
0.5
1
T9001
43
GoA
D
0.4
1
#REF!
NoA
O
0.5
1
WaB
O
0.6
1
OrB
O
0.5
1
OrA
O
0.5
1
6of11

Additional Comments:
This revision is for the general state digester permit. Irrigation map has been
to reflect the digester. Pulls 21,22,23 have been removed from the NUP
and irrigation design. Grower has the option of having a small grain overseed
behind bermuda. On row crop fields grower has the option of planting soybeans
instead of corn and may plant as much as 30 acres in peanuts.
15 Ibs N/acre must be deducted from any crop following soybeans or peanuts.
Cover Crop is not harvested and any application to it must be deducted from
the following crop.
Any/all fields listed as "Optional Fields" are not required to be in any of the
crops listed in this plan unless they are actively being applied to or will be
applied to.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: H&C Farm Facility 82-709
Owner: P. Jart Hudson
Manager-,
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
P. Jart Hudson
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: _ ToniW. King'
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
Date
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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).
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
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least once every three
yeares 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 soil 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 a minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

H & C Farm
b
Comer of house
w/200' offset ' '
'AL FIELD _2 8.11 Ac.i;
Aed Ac.=4.81 A C. 3
9 _;.3n Ar.
M
Pull
OLD WARSAW ROAD
1 TOTAL FIELD = 5.50 Ac.
Wetted Ac. = 4.95
,� Y ' Sub 1 = 0.55
W I AL HILLU 4 = 14.4U C.
Wetted Ac. = 11.97 Ac.
�
Sub 4 = 2.43_Ac.PW
TOTAL FIELD 5=20.28 A
F _ Wetted Ac. = 16.99 Ac. TOTAL FIELD 6=19,35 Ac.
Sub 5 - 3.29 Ac Wetted Ac. - 18.46 Ac-
Sub6 = 0.89 Ac.
12 +
11 7 13A 1
i. i8
Corner of house 9
w/200' offset �14'FlELD 7
5 33 i32' t��10.
77�Digester
34 'i 31
y �n
TOTAL FIELD 15-16.16 Ac. I� FIELD 8
Wetted Ac. = 16.11
5 Ac. 15
Sub 15 = 1.47 Ac. Lagoon
�wells w/100'
cffsets
`Comer of house
1\w/200' offset
TOTAL FIELD 16=8.92 Ac.
Wetted Ac. 7.37 Ac.
Sub 16 = 1.55 Ac.
37 TOTAL FID D 17- 6.16
Wetted Ac. = 25.39
Sub 17 10.77 Ac.
�y 39
FIELD 9 I f1
(Pond 40 /
18
:17 y
00 ;�I
41 r
• '142r�
Ac 43
Corner of house - ^�
w/200' offset; ` 26
25 9 - FI 75' Setbacl
FlED 10
29 28 .27
FIELD 12 20y
24.
_
i30
1
TOTAL FIELD 10=6.2D E
1 TOTAL FIELD14= 19.0 Ac
Wetted Ac. = 5.55 Ac_.
Sub 10 - 0,65 AC-
Wetted Ac. = 13.84 Ac.
Sub 14 5.16 Ac.
.r r
TOTAL FIELD 12= 6.30
Ac.
n
Wetted Ac, = 4.07 Ac.
i1
Sub 12 - 2.23 Ac.
TOTAL FIELD 13= A 4 Ac..
w
'Wetted Ac. = 0.66 Ac.' _ .
�1.--•
Sub 13 = 0.28 Ac-
� .:
N t Well w/100 offset -�
r
O
TO AL F_ IELD _7 1.53 Ac. T
a L= � Wetted Ac. = 0.80 Ac. s
Sub 7 = 0.73 Ac.
} TOTAL -FIELD 8 = 1.66 Ac. r
Wetted Ac. = 1.02 A_ c.
TOTAL FIELD 1-17 = 180.14 Ac.Wb 8 = .64Ac.
Wetted _Ac. -._, 144..08 Ac..TAL FlED 9 8.92Ac.
TOTAL SUB AREA 36.05 Ac.tted Ac. 8.18 AcAb 9 - 0.74 Ac.
s.+.: ' ' r
Note! Field 11 & Pulls 21,22,23 have been removed from plan.
Corner of hot
w/200' offset
Pull
338 AC.
3,72 Ac-
1 359 A[,
4 1 Ac,
33
4,;6 At.
4
4. Ac,
35
14 A[.
Ac.
3
39
350 Ac.
A[.
40
421 Ac,
41
4.14 Az,
4
AC.
4
A[.

� 1l F.A IlLlk FIR I
�
L
GAS SYSTEM
SAMPSON COUNTY, NORTH CAROLINA
OWNER
P JART HUDSON
1240 CABIN MUSEUM RD
TURKEY, NORTH CAROLINA 28393
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
1213 CULBRETH DR.
WILMINGTON, NORTH CAROLINA 28405
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
Q

1.1
- COVER & SHEET INDEX
C.2.8.1
- H&C FARM OVERALL SITE PLAN
C.2.8.2
- HYDRAULIC PROFILE
C.2.8.3
- H&C FARM AND 2106 SETBACKS
C.3.1
- INTENTIONALLY LEFT BLANK
C.3.2
- INFLUENT & EFFLUENT PUMP STATION DETAILS
C.3.3
- MIXING PUMP STATION DETAIL
C.3.4
- DIGESTER DETAILS
C.3.4A
- COVERED LAGOON DETAILS
C.3.5
- EROSION CONTROL DETAILS
C.3.6
- MISCELLANEOUS DETAILS 1
C.3.7
- MISCELLANEOUS DETAILS 2
C.3.8
- MISCELLANEOUS DETAILS 3
EXISTING
fm
tfm
IM+
0
Os
gm
oe
ue
`-c�
0
ut6
fo
fo
wEr
N
im
O
PROPERTY LINE
LIMITS OF DISTURBANCE
SEDIMENT FENCE
MAJOR CONTOURS
MINOR CONTOURS
FORCEMAIN
INFLUENT FORCEMAIN
EFFLUENT FORCEMAIN
TRANSFER FORCEMAIN
PLUG VALVE
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE
CLEANOUT
MANHOLE
GRAVITY MAIN
STORM PIPE
DITCH
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
UTILITY POLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
FIBER OPTIC PEDESTAL
FIBER OPTIC
FENCE
TREE LINE
WETLANDS
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
GAS
MONITORING WELL
SHRUB
TREE
LIGHT
ROAD CENTERLINE
EDGE OF PAVEMENT
CHECK VALVE
BIOGAS
WELL
PROPOSED
LOD
SF
25
FM —
IFM —
EFM —
TFM —
sv
t
4ARV
(o
GM
OE
0
GAS
Z
8
T1
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
UP
(OR 1-800-632-4949)
IT'S THE LAW!
�.�`` N

MAP
SCALE- NOT TO SCALE
raAVANAU G H
Stewardship through innovation
DATE: MARCH 9, 2023
SHEET C.1.1 PROJECT NO. BE.19.006

IF /
_ _ _ / / / / /
Table 1: Identification List
Table 2: Influent Lift Station (Detail 1/C.3.2)
°
\ °
�—
I
o
I I I I \
o O \ \\ \\\
° \\ \\ \\\
Finished Grade:
147.00
ft
Rim:
148.00
ft
Invert In (From North):
140.75
ft
Invert In (From South):
140.75
ft
Bypass Riser:
147.00
ft
Bypass Invert Out:
145.10
ft
Bottom of Wet Well:
138.00
ft
Depth of Wet Well:
10.00
ft
Design Flow:
700
gpm
Selected Pump Rate:
515 (each pump)
gpm
Total Dynamic Head (TDH):
24
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
Bin.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" Hog
Shaft Length:
10 ft.
/ 1
/ / S
NOW OR FORMERLY
HUDSON, PELMON JART JR.
SAMPSON CO. PIN: 18050256006
DEED: 1282/718
I \
I I /
/ I /
/ I /
//_ \ 1\ �\ \
/
Section
Description
Quantity
Unit
Additional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" HDPE (DR 17) Gravity Collection Line
610
L.F.
GWC-2-CO
Cleanout
4
each
Influent Lift Station & Forcemain (ILS)
ILS-I-PS
Influent Lift Station
-
-
Table 2/C.2.8.1 and Detail 1/C.3.2
ILS-2-INV
12" Digester Bypass Inlet
-
-
Inv. 145.10'
ILS-3-PIPE
12" HDPE (DR 17) Digester Bypass Pipe
40
L.F.
ILS-4-INV
12" Digester Bypass Outlet
-
-
Inv. 145.00'
ILS-5-FM
8" HDPE (DR 17) Forcemain
454
L.F.
ILS-6-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 142.00'
Digester (D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.8.1 and Sheet C.3.4
D-2-MPS
Mixing Pump Station
-
-
Table 3/C.2.8.1 and Sheet C.3.3
D-3-PIPE
12" HDPE (DR 17)
51
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-5-FM
12" HDPE (DR 17) Forcemain
35
L.F.
Inv. Out 142.00'
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle (Underflow)
Not used
D-8-BAF
HDPE Baffle (Overflow)
-
-
Sheet C.3.4
Level Control (LC)
LC-1-INV
Digester Inv. Out
-
-
Inv.144.00'
LC-2-PIPE
12" HDPE (DR 17) Digester Outlet Pipe
30
L.F.
LC-3-PS
Level Control Station
Not used
LC-4-FM
6" HDPE (DR 17) Forcemain
Not used
LC-5-INV
Lagoon Invert From Digester
-
-
Inv. 140.84'
LC-6 WW
Level Control Wet Well
-
-
Table 5/C.2.8.1 and Detail 2/C.3.2.B
LC-7-PIPE
12" PVC (DR 35) Digester Outlet Pipe
33
L.F.
L
I`
i
_
EXISTING 1 111�1 138 _139 —�
EXISTING 18" DITCH \\ �J��—_—____=__--_ --___ —__
----
I / o III o o I I I STORMWATER PIPE
o 0 ) II I _ _ D-6 \ _ I43= = 142-
\ I I \ I I I I I III o O I I r-----_=_—_--
\ I I I \ I I I o O w I I I PRA /� — —_ — _ _ — -
\ I I \ 1 I I I I o o I I I D-2
1 I I I \ w `'� I
\ I \ \ I I + O co �L �- I I I MPS
\ I \ I O I I III 1 co Ljj I
1 \ \ I I I I I I I 1 w � I I ��ti / / \ B- 5 I,�\ I I I \
\ \ \ 1 I I I III I 1 w U_ I I I / a� / END CAP \ IIIIII I I Farm Information \\/
1
I `` I I // /\ B-4�)llll� I l
PIPE
—147 _ 1 1 l I / / m\\ B-2
I \
r/ BH1
147— — — co — 1 to BIOGAS
\ 1 \ 1 \ IIII \ _--_-�3 }
\\ \\ \\ \\\ \ I°1— J Jam_ — — _ _j g I I o� o� ----- BB 3
\ \ \ \\ �� ✓ �J \ \ \\\\\\\�� ��_�= ao� _ $�'
\\ \\ \ \ \ L L '° I I I I I III /
8� I i/ I ILS-5 EXISTING
\ CONNECT TO BIOGAS \ \ Do� GWC-2 I ILS-1 FM SWALE I + I II�� ILS-6
\ \ PIPELINE ALIGNMENT WITH �� \ COI \ \ I �I PS I I I�II INV
\\ FITTINGS AS NECESSARY. \ °� \ \ \IIII I I 1 I GWC-1 I I /
\ SEE SHEET C.3.28 \ \ 1 I III I PIPE ILS-2 I I I i D-3
( ) ° r 1 I I
\ \ \ ° 1 \IIIIIIII 1 I INV I I �I II PIPE /
\ \ \ \ \ I \ III I 1 ILS-3 I IIII D-5 /
\\ \\ \\ \� II L I \ 1\II IIII11111 II IIIIII 848' OF 4" HDPE PIPE II I I I I FM
\ \ \ III III I (DR 17) BIOGAS PIPE ILS-4 sc /
TI / N
\ \ \ \ \ \ \ \ 1 IIIIIII 11 I II EXISTING LAGOON I I �I I I 1 / D-8
\ \ \ \ \ \ \ 1 \ IIIIIII I I I II TOP OF DIKE 146.00' LC BAF
FREEBOARD 145.00' INV
0 \\ 1 1 II I I I I I II LC-2
I I I I I I I I I I I II PIPE---
�_ \ ° \ _ III111111111 II
o\� \ 1 1111i�1111 1 I II LC-6 I I I I I
I I I
j111�1TlLCWW
\ \\ \ \ o \IIII IIII I
III I 1 I --
\\ LC I I I D
\ \ \ I III II y
I \ D
\\ \IIIII I11��11L /
\ IIIII III II / Table 3: Mixing Pump Station (Detail 1/C.3.3)
:K�ID \ IjIiI�IIIIIIiJ
\ \ IIII' I IIII(
� I II � 111(11
.j
/ 1111111)(III}) I
I IIII I 11 / I
I MI II Illll 111 \ I
)I��I�II Illlljlljl II I
II Illlylllllll� /� �
Farm Name:
H&C Farm
Permit Number:
AWS820709
Permitted Capacity:
7,040
\1
Table 4: Digester Data Table
II I I /lll �11
II IIIII I
---- III IIIIIIIIIIII�Ii,I\///I/(I
------ �il�l1 lillll�111 I (III \
I II�IIII11� \III \
�I�III jF — — - - -_ 1 11llllll / )III//I Z'
\ ESTER \ �I //li
NEW ANAEROBIC DIGESTER �✓ /
INV �
TOP OF DIKE 146.00 / be
___ I / ///Ilia/� /ii
I/ \~� �•` /(/(�L`�`�i>//l�/—__-__—_—_--__=
—_— /
---- \� / \ \ ---_ \ \ ---------------- ----- _ / PROPOSED RAINWATER PU P,'/,j/ ///; �/ J/
\r /'\\�•�\ \�\� \ \\ ��\ \� \\ \� \ \\ \—_��------------ 139—- __ —__;�� / AND RAINWATER OUTLET
--- ------ --- SEE DETAILS 4/C.3.6 AND
RELOCATE EXISTING IRRIGATION /
1111 = �� \ / \ �\ \ \ 1 — — \ \ \ \ / PIPE TO AVOID PROPOSED / /
-- \ \ /
\\ / \ \ \ \ \ � , �/ \ \ SHEET C.3.8
DIGESTER LOCATION �' J
/ \ \ y—
\ / cp
I / ,
Finished Grade:
146.00
ft
Rim:
146.50
ft
Invert In:
136.00
ft
Bottom of Wet Well:
134.50
ft
Depth of Wet Well:
12.00
ft
Design Flow:
1,600
gpm
Selected Pump Rate:
1,600(lpump)
gpm
Total Dynamic Head (TDH):
16
ft
Pump Horsepower:
2x7.5 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
10 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
8" Flush
IS haft Length:
12 ft.
Length:
280.00
ft
Width
140.00
ft
Top of Dike Elev:
146.00
ft
Operating Level Elev:
144.36
ft
Bottom Elev:
134.00
ft
Total Volume:
11,473
CY
Volume at Freeboard:
8,752
CY
S.A. @ Inside Top of Dike:
39,200
ft�
Slope:
3:1 -
Total Cut
Total Fill
Net Surplus
7,416
CY
7,177
CY
239
CY
10% compaction factor used for fill
I
I
/
/ SCALE OF MAP MAY VARY
/ DUE TO METHODS OF REPRODUCTION.
II
n
N
O
N
U
.,
i
1�
�1
z
O
U
0
U)
CL
ZE
SHEET NUMBER
O
Z
W
O
a
N
O
O
�i
ca
C.2.8.1
Vd

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
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