960050_Waste Utilization Plan_20230314

P&D Farms
5/13/2022
This plan has been prepared for: This plan has been developed by:
P&D Farms Wayne Co SWCD
Wayne Mills Brandi Talton
442 Mills Rd 3114 Wayne Memorial Drive
Goldsboro, NC 27530 Goldsboro, NC 27534
9196892854 919-734-5281
-&6 / V�b
Developer Signature
Type of Plan: Nutrient Management with Closure Cleanout Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and
Water Conservation Commission.
Plan Approved By: W a3
Techni I Special' t Signature Date

P&D Farms
5/13/2022
Type of Plan: Nutrient Management with Closure Cleanout Only
Narrative:
Sludge Survey: Completed with secci disc by technical specialist and Wayne Soil and Water staff.
Waste samples were obtained at the time of the sludge survey.
Soil Samples: Obtained by farmer for tracts 1182 & Roy Mills, no deep samples needed; Surface
and deep samples obtained by Wayne Soil and Water Staff for tracts 9605, 9184, 9606, and 7909.
PLAT results: All fields PLAT rating was low.
Land Application of Waste: After agitation of the lagoon the slurry solution will be pumped into a
honey wagon where the effluent will be applied according to the attached lagoon closure plan. On
tract 1182 there is a terrace in the field. There are no setbacks off the terrace,just be cautious
when applying waste. Due to the estimated new soil metal indices for Copper and Zinc exceeding
2000 the application rate has been reduced to ensure the soil will remain viable for hay production.
We recommend monitoring soil metal indices before applying animal waste in the future. Sludge
may have higher zinc and copper concentrations, which may lead to problems with future crops
such as peanuts.
Closeout Condition: Following the removal of all the sludge and liquid from the lagoon, the
cooperator will breach the dam, remove all the pipes leading to the lagoon, fill in the hole, and
reseed the area.
Buffers and Setbacks: Buffers have been included in this Closure Plan. There is a 200 ft buffer
from any Residence that is not owned by the same landowner as the waste fields, unless there is
authoization from the resident to apply waste utilizing a 100 ft buffer(see attached approval).
There is a 75 ft buffer on Residential Property lines. There is a 75 ft buffer from all Blueline
streams. These acres have already been deducted from the appropriate fields. Please see the
attached Buffer Maps when applying slurry.
Lease Agreements: All land that is being leased for waste application have lease agreements as
part of this plan, as well as recorded with the Wayne County Register of Deeds.
This closure is taking place through the Swine and Dairy Assistance Program offered by the
Division of Soil and Water Conservation Districts.
2/14/2023 2:10:31 PM 1/1

WASTE UTILIZATION AGREEMENT
P&D Nursery
96-50
I, Shiricy Mills, hereby give, Donna Mills, permission to apply waste from her Waste
Utilization System on the farmland associated with
PIN 2565675033 and PIN 2566307252 of my land I'or the duration of the time shown
below. The field on which waste can be applied is also shown on the attached Tract map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for convricrcial fertilizer. All nutrients will be
applied at agronomic rates specified in the flan,
understand the normal recommended buffer for a residence is 200 foot. I ant granting
the producer permission to utilize a 100 foot buffer for my residence.
J
an(lowner Date
Agreement Expiration: 6/30/2026 Daniel Stewart
NOTARY PUKIC
Wayne County
North Carolina
My Commission Expires September 21,2026

WASTE UTILIZATION AGREEMENT
Y&U Nursery
9b-50
1. Roy C. Mills, hereby give. Donna Mills, permission to apply waste from her Waste
Utilization System or 11.1rmland associated with
PIN 2565397080 of my land lbl- the duration of the time shown below. The tield on
.which waste can be applied is also shown on the attached Tract neap.
I understand that this waste contains nitrogen. phosphorus, potassium and trace elements,
and when properly Applied should not harm my land or crops. f also understand that the
use of animal manure will reduce my need for commercial fertilizer. All n[ltrients \will be
applied at agronomic rates specified in the Plan.
I understand the normal recommended buffer fibr a residence is 200 fibot. l am granting
the producer permission to utilize a 100 foot buffer for my residence.
oz
_ 1.iill[lC}\\Ile!' J bate
Agreement Expiration: 6130/2026 Daniel Stewart Y
NOTARY PUBLIC
Wayne County
North caroiia
My Commission Expirw Ss"nbw 21,20,6

WASTE UTILIZATION AGREEMENT
P&D Nursery
96-50
1. Eugene Raynor. hereby give, 1?arena Mills, permission to apply waste Iron her Waste
Utilization System on the fiarniland associated with
PIN 2565476121, PIN 256567.1.917, PIN 2565366036,and PIN 2565258669 of illy land
ibi•the dUrati0il of the time shown below. The field on which waste can be applied is
also shown on the attached 'I•ract neap.
I Lnderstand that this waste contains nitrogen. phosphol'US. potassiuni and trace elements.
and when properly applied Should not harni rely land or crops. I also understand that the a
use of aniniai nianure will reduce my need for commercial fertilizer. All nutrients will be
applied kit agronomic rates specified in the Plan.
Landowner Date
Agreement l Apiration: 6/30/2026
- - _ Daniel Stewart
NOTARY PUBLIC
Wayne County
North Carolina
My Commisslon Expires September 21,2026
i

Sources in Plan
P&D Farms
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
U 1010 P&D Slurry waste generated 791,063 gals/year by a 0 Swine Lagoon Sludge-Wean-Feeder
operation.This production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected 3,293
Incorporated-4 wks or less following 3,293
application
Incorporated-5 wks to 3 mos 2,745
following application
Broadcast 2,745
Irrigated 2,745
Max.Available Actual PAN PAN Surplus/ Actual Volume Volume Surplus/Deficit
PAN(Ibs) Applied(Ibs) Deficit(Ibs) Applied(Gallons) (Gallons)
Year 1 2,745 5,339 (2,594) 1,638,687 (747,624)
2/7/2023 3:22:00 PM 1/1

Waste Storage Closure Source Description
P&D Farms
SOURCE: P&D Slurry
Date Measured: 09/13/2022
Lagoon Dimensions: TOP - 185 X 115; BOTTOM - 124 X 54; SIDE SLOPES - 2.5:2.5
Liquid Depth: 26,990.00 ft.; Liquid Volume: 201,887 gallons. Waste Sample#: FY22-
W005727
Sludge Depth: 78,767.00 Sludge Volume: 589,176 gallons. Waste Sample#: FY22-
ft.; W005727
U 1010 P&D Slurry is an animal waste storage structure that is no longer in operation and is being closed as part of a closure
plan.There are an estimated 791,063 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method (Ibs N/1000 gals) Source Total (Ibs)
Injected 4.17 3,293
Incorporated-4 wks or less following 4.17 3,293
application
Incorporated-5 wks to 3 mos following 3.47 2,745
application
Broadcast 3.47 2,745
Irrigated 3.47 2,745
Max.Available PAN(lbs)* Actual PAN Applied(Ibs) PAN Surplus!Deficit(Ibs) Actual Volume Applied Volume Surplus/Deficit
(Gallons) (Gallons)
2,745 5,339 (2,594) 1,538,687 (747,624)
Note: In Source ID, S means standard source, U means user defined source.
* Maximum PAN Available is calculated on the basis of the actual application method(s) identified in the plan for this source.
2/7/2023 3:23:14 PM 1 11

Planned Crops Summary
P&D Farms
The table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
and Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal
Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field,
where available.
If a filed's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested
plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
no additional applications of manure. Regardless of the PLAT rating starter fertilizers may be recommended in accordance with
North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the
following table if the field's PLAT rating is High or Very High.
Tract Field Total Wettable SMU Ll Crop Name RYE Recom- PLAT P205(lbslacre)
Acres Acres mended Rating Crop
PAN Removal Applied
Roy-1Mills 1 6.95 6.01 Lu 6.3
Hybrid Bermudagrass Hay 5.4 Tons 115 Low 66 NA
1182— 1 11.53 9.86 Wad ,
18
Hybrid Bermudagrass Hay 4.4 Tons 108 Low 54 NA
7909 1 15.99 11.85 Ke 18
Hybrid Bermudagrass Hay 5.5 Tons 90 Low 68 NA
9184 12 2.9 2.3 Tr 18
Hybrid Bermudagrass Hay 4.5 Tons 105 Low 55 NA
9605 1 1 9.05 8.69 Tr 18
Hybrid Bermudagrass Hay 4.5 Tons 105 Low 55 NA
9606 1 1 13.6 12,41 Tr 18
Hybrid Bermudagrass Hay 4.5 Tons 110 Low 55 NA
Totals: 60.02 51.12
Notes: 1.In the tract column,—symbol means leased,otherwise,owned.
2/7/2023 3:23:58 PM 1/2

Planned Crops Summary
P&D Farms
Ll Potential Leaching Technical Guidance
Low potential to contribute to soluble nutrient None
<2 leaching below the root zone.
Moderate potential to contribute to soluble nutrient Nutrient Management(590) should be planned.
> = 2 &< = 10 leaching below the root zone.
High potential to contribute to soluble nutrient Nutrient Management (590)should be planned. Other conservation
leaching below the root zone. practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered. Examples are
> 10 Cover Crops(340)to scavenge nutrients, Sod-Based Rotations(328),
Long-Term No-Till (778), and edge-of-field practices such as Filter
Strips(393) and Riparian Forest Buffers(391).
P Loss Index Rating P Management Recommendation
0 - 25 Low No adjustment needed; N based application
26 - 50 Medium No adjustment needed; N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
2/7/2023 3:23:58 PM 212

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PLAT Results For: Wayne 2/W2023 12 :00:00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: 1182
Field ID: Field ID: 1
Soil Series: WaD: Wagram loamy sand, 10 to 15 percent slopes
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 31.11 1000 gal
Lb P205: 26.75 lbs
Application Method: Broadcast
Soil Loss: 0.137 t/ac/yr
Receiving Slope Distance 50-99 ft
Soil Test 0" - 9" 88
WV Factor (USER) 0
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 0
Leachate P = 0
Source P = 3
Total P Rating = 3 (Low)

PLAT Results For: Wayne 2/7/2023 12:00:00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: Roy
Field ID: Field ID: Mills
Soil Series: Lu: Lucy loamy sand
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 38.31 1000 gal
Lb P2O5: 25.75 lbs
Application Method: Broadcast
Soil Loss: 0.0258 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 4" 77
WV—Factor (USER) 0
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 0
Leachate P = 0
Source P = 2
Total P Rating = 2 (Low)

PLAT Results For: Wayne 2/7/2023 12:00:00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: 9605
Field ID: Field ID: 1
Soil Series: Tr: Troup sand
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 32.55 1000 gal
Lb P205: 26.75 lbs
Application Method: Broadcast
Soil Loss: 0.00510 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 4" 226
WV Factor (USER) 0
Soil Test 28" to 32" 13
WV—Factor (DATABASE) 1.4
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 1
Leachate P = 4
Source P = 3
Total P Rating = 8 (Low)

PLAT Results For: Wayne 2/7/2023 12:00:00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: 9184
Field ID: Field ID: 12
Soil Series: Tr: Troup sand
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 32.55 1000 gal
Lb P2O5: 26.75 lbs
Application Method: Broadcast
Soil Loss: 0.00510 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 4" 262
WV Factor (USER) 0
Soil Test 28" to 32" 8
WV Factor (DATABASE) 1 .4
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 1
Leachate P = 3
Source P = 3
Total P Rating = 7 (Low)

PLAT Results For: Wayne 2/7/2023 12:00: 00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: 9606
Field ID: Field ID: 1
Soil Series: Tr: Troup sand
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 32.55 1000 gal
Lb P205: 26.75 lbs
Application Method: Broadcast
Soil Loss: 0.00510 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 4" 242
WV Factor (USER) 0
Soil Test 28" to 32" 27
WV Factor (DATABASE) 1.4
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 1
Leachate P = 9
Source P = 3
Total P Rating = 13 (Low)

PLAT Results For: Wayne 2/7/2023 12 :00:00 AM
INPUTS
County: Wayne
Tract ID: Tract ID: 7909
Field ID: Field ID: 1
Soil Series: Ke: Kenansville loamy sand
Crop: Hybrid Bermudagrass Hay
Fertilizers: P&D Slurry
Yearly Applied Amount: 38.89 1000 gal
Lb P2O5: 26.75 lbs
Application Method: Broadcast
Soil Loss: 0.0258 t/ac/yr
Receiving Slope Distance 20-29 ft
Soil Test 0" - 4" 208
WV Factor (USER) 0
Soil Test 28" to 32" 12
WV—Factor (DATABASE) 1.4
Hydrologic Condition: GOOD
OUTPUTS
Particulate P = 0
Soluble P = 1
Leachate P = 4
Source P = 4
Total P Rating = 9 (Low)

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Required Soil Test Values
P&D Farms
The Required Sail Test Values shown in the following table provide a summary of recommended actions that
should be taken based off information provided at time of soil tests. Fields that receive manure must have a soil
analysis conducted at least once every three years. High levels of zinc and copper can adversely affect plant
growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels.
Site life can be estimated by dividing the amount of copper and zinc to be applied in Ibs/acre by 0.036 and 0,071,
respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc,
we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each
crop based on the first crop listed on the most recent soil sample. Application of lime at recommended rates is
necessary to maintain soil pH in the optimum range for crop production. If the first crop or rotation changes,
these recommendations may need to be reevaluated to ensure optimal ranges ofr crop production are
maintained.
Tract ID Field ID Crop(s) pH Lime Recom. Cu-1 Copper Zn-I Zinc
for Crop(s) Recommendation Recommendation
(tonslacre)
Roy Mills 6.2 0,0 90 0,0 138 0,0
1182 1 5.7 0,0 115 0,0 115 0,0
7909 1 6.4 0,0 605 0,0 556 0,0
9184 12 6.1 0,0 565 0.0 432 0,0
9605 1 6 0,0 535 0,0 371 0,0
9606 1 5.9 0,0 572 0,0 366 0,0
Zinc and Copper Toxicity Levels in Soils
Metal Soil Test Index Recommended Action
Zn 300 Limit application on peanuts.Maintain soil pH—6.0.
500 Cease application on peanut land. Maintain soil pH>=6.0.
2000 Caution:seek alternative site(all crops).Maintain soil pH>=6.0.
3000 Cease application(all crops).Maintain soil pH-6.0.
cu 2000 Caution:seek alternative site(all crops).Maintain soil pH>=6.0.
3000 Cease application(all crops).Maintain soil pH—6.0.
2/7/2023 3:29:35 PM 1 11

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` r
united States Sail
r pepartment of Can§ervation
' Agricullure Service
OPERATOR: W A t k1L L5
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor , and Soil Conservation Service personnel are in agreement
as 'to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with al concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is-expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing.
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is- RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design. will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner wili negotiate on the price and
location of borrow area.
NOTE: Design Requirement: u.ft. - cu.yds.
Estimate of Excavation: cu.ft. - SQ Z cu.yds.L
Estimate of Pad it Dike: cu.ft. = f cu.yds.—
3 f�
/.A: Ration —`
Job Class
Date l
Designed By `` ¢a >� V ? r
e
Design Approval
Name
Date
O Trio Sod Con3er�auon Service
is an agency of the
Oeoarlment of Agriculture
l

OPERATION AND MAINTENANCE PLAN
-------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to so i I cond i t i ons , f l ush i ng operat i cans , and
the amount of fresh water- added to the system.
Land application of waste water- is recognized as an acceptable
method of disposal . Methods of app l i cat i can include solid set ,
center pivot , guns , and trave I i ng .gun irrigation . Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The fo l lowing items are to be carried out :
1 . It is strongly recommended that the treatment lagoon by pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . So I i ds should be
covered with effluent at all times.
2. The attached waste utilisation plan shall be followed, This
plan recommends sampling and testing of waste ( see Attachment B)
before land app I i cation.
Q. Begin pump--out of the lagoon when fluid level reaches eleva-
tion :6.5 as marked by permanent markers. Stop pump--out when
the fluid level reaches elevation 34.5 or before fluid depth is
less than r_• feet deep ( this prevents the less of favorable
bacteria)
4 . The recommended maximum amount to apply per irrigation is
sine ( 1 ) inch, and the recommended maximum application rate is 0.4
inch per hour .
5. Knep Vegetation on the embankment vent and areas adjacent to the
lagoon mowed annually. Vegetation should be fer-t i l i zed as needed
to maintain a vigorous stand .
6. Repair- any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets .
. The Clean Water- Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment , Health, and Natural Resources, Division of Environ-
mental Management , has the responsibility for enforcing this law.

Department of Agricult� NC-ENG-34
;1 conservation Service September 1980
file Code: 210
L A Goorl
HAZARD CLASSIFICATION DATA SHEET FOR 206
Landowne County ` IK
Community or Group No. Conservation Plan No..
tAC�wJ
Estimated Depth of Water to Top of 9am_ 1 Z_ _- Ft. Length of Flood Pool Ft.
Date. of Field Hazard Investigation Z-1 6-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. Xst. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width. Slope:, Land Use Improvements : Above :Floodwater Above';
• Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1
2
3 .
Describe potential for loss of life and damage to existing or robable future d wnstrea
improvements from a sudden breach o4,5 . 5 uA je►k �f ike �Lses Aly
w � �L�' " o � sD,�i�•� s Sao'
rRD M 73 Arun
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I , II, III , IV, V)
By
Date
name title
Date
Concurred By
��• —/—Is _
name titl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
3

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed v month temporary storage is an estimated
volume based on: 1 ) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 45 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 3 inches. Therefore, an average
r
a 3 inches of excess rainfall will need to be pumped each
of year. The Z5 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation. is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building( s) . If the outlet pipe is not ,
installed on the elevation to begin pumping, a. permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobie
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil , crop, -and
equipment to apply waste to prevent runoff or leaching) .
For this lagoon the maximum elevation to begin pumping is
36.5 feet and the minimum elevation to pump to is 3`�S feet.
- The design temporary storage, less 25 year storm, is 4-hl
cubic feet or242-41 gallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.
`7"

,
Aperator :wayne Mills County: Wayne Date; 02/04/91
Distance to nearest residence ( other than owner ) : 900.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 tbs . = 0 | bs
0 sows ( farrow to feeder ) x .522 | bs . = 0 | bs
=
0 head ( finishing only) x 135 tbs . 0 | bs
0 sows ( farrow to wear`) x 433 | bs . = 0 | bs
3100 head (wean to feeder ) x 30 tbs . = 93000 | bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 93000 | bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
r
Volume = 93000 tbs . SSLW x Treatment Vo | ume(CF) / \ b . SSLW
Treatment Vo | ume (CF) / | b. SSLW= 1 CF/ ib. SSLW
Volume = 93000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage .
Sludge will be removed as needed . "
4. TOTAL DESIGN VOLUME
Inside top length 185.0feet ; Inside top width 115.0 feet
Top of dike at ele ation 38.2 feet
Side s '--- s 2.5 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 37.2 feet
ZajjAM_ f lagoon t feet TO��1
� ` ' ^
Seasonal � ~ 'a | e eievai �� 28.7 feet
3'(0 ,2
Total design volume using pr i smo i da l formula \z, z-
^ 496
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 180.0 110.0 11 .2
AREA OF TOP
LENGTH * WIDTH =
180.0 110.0 19800.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
124.0 54.0 6696.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
152.0 82.0 49856.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/
19800.0 49856.0 6696.0 1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 142524 CU. FT
/r

�r.
..i_E,3C`t.RARY STORAGE REQUIRED
DRAINAGE AR A a
Lagoon (top of dike)
Length Width =
Ft-;xo 115.0 21275.0 square feet:
Buildings ( roof and lot water )
Length Width =
185.0 5.0 9Z5.0 square feet:
TOTAL DA e:2200.0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Approximate daily production of manure in C:F/LB SLW 0.001.36
Volume = 93000 i__bs . SSLW * CF of Waste/Lb . /Day 180 days
Volume =- 22711 cubic feet
M Volume of wash water
This is the amount of fresh eater- used for washing floors or volume
of fresh water used for a. flush system. Flush systems that rec i rcu 1 a.t
the lagoon water- are accounted for in 6A.
Volume = 0.0 ga.i i ons/day 180 days storage/7.4= gallons
per CF
Volume = 0.0 cubic feet
5C. Vo i ume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 1.2 inches per foot
Volume = ' 12950.0 cubic feet

/
~/
�
�
/ Volume of 25 year - 24 hour storm
/ Vo | ume = 7.0 inches / 12 inches per foot * DA
�
volume = 12950"0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22711 cubic f 0 e t
5B. 0 cubic feet
5C. 12950 cubic feet
5D. 12950 cubic feet
TOTAL 48611 cubic feet
�
6. ' SUMMARY
Total required volume 141611 cubic feet
Total design volume avail . 142524 cubic feet
Min. req . treatment volume plus sludge accumulation 93000 cubic f
At elev. 34.4 feet ; Volume is 92585 cubic feet (end pumping)
. Total design volume less 25yr-24hr storm is 129574 cubic feet
At elev. 36"5 feet ;. Volume is 129016 cubic feet (start pump i nE
Seasonal high water table elevation 28.7 feet
7. DESIGNED BY: A4,e-� Wvll
APPROVED BY;
^ ~~
- � ����� DATE,.
:
��»' �� ���- "" .�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
-�
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ ZSZ- 9gto-- (QqV
EMERGENCY MANAGEMENT SYSTEM 0l19 -131 - 1"-A l le
SWCD qt 9 - rl3"- 52$1 00 3
MRCS 9 t g -93Q-5agl
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
1 December 18, 1996

D: Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks-possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - , and
local MRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off-site damage.
a. Contractors Name: Ma- "k Pri CQ
b. Contractors Address: Sev eer, fir'► n a s, N C
c. Contractors Phone: gkot- 22Z- 342ci
6: Contact the technical specialist who certified the lagoon(MRCS, Consulting Engineer, etc.)
a. Name: 7o i Spec ro A_
b. Phone: ^t l 9 - -1 ,=;1 - O`t -1 1p
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
3 December 18, 1996

USDA
_ United States Department of Agriculture 360-CPS-1
Natural Resources Conservation Service
CONSERVATION PRACTICE STANDARD
WASTE FACILITY CLOSURE
CODE 360
(no)
DEFINITION
The decommissioning of facilities, and/or the rehabilitation of contaminated soil, in an environmentally
safe manner, where agricultural waste has been handled, treated, and/or stored and is no longer used for
the intended purpose.
PURPOSE
This practice is used to accomplish one or more of the following purposes—
Protect the quality of surface water and groundwater resources
• Mitigate air emissions
• Eliminate a safety hazard for humans and livestock
• Safeguard the public health
CONDITIONS WHERE PRACTICE APPLIES
This practice applies to agricultural waste facilities or livestock production sites that are no longer needed
as a part of a waste management system and are to be permanently closed or converted for another use.
These facilities include liquid/dry waste storage facilities, confined animal housing, feedlots, livestock
yards, or composting facilities.
This practice applies where impoundments that are to be converted to fresh water storage meet current
NRCS standards.
Where structures that include agricultural waste storage, such as confined animal housing, are to be
decommissioned, this practice will apply to the removal of the waste and rehabilitation of soil within the
facility.
This practice applies to remediation of soil contaminated by agricultural wastes that have been stored on-
site.
It does not apply to sites contaminated by materials that require the issuance of a hazardous waste
permit, such as fuel or pesticides.
CRITERIA
General Criteria Applicable to All Purposes
The closure shall comply with all Federal, State, and local laws, rules, and regulations including national
pollutant discharge elimination system (NPDES) requirements.
NRCS reviews and periodically updates conservation practice standards. To obtain the current NRCS NC
version of this standard, contact your Natural Resources Conservation Service State office or April 2012
visit the Field Office Technical Guide online by going to the NRCS website at
https://www.nres.usda.gov/and type FOTG in the search field.
USDA is an equal opportunity provider,employer, and lender.

360-CPS-2
Existing waste transfer components that convey to waste facilities or provide drainage from the facility
area shall be removed and replaced with compacted earth material or otherwise rendered unable to
convey waste.
Remove manure, agricultural waste, and contaminated soil to the maximum extent practicable.All manure
and agricultural waste that could negatively impact water and/or air quality or pose a safety hazard shall
be removed as deemed practicable.All liquid, slurry, sludge, solid waste, and soil removed from the facility
shall be utilized in accordance with NRCS Conservation Practice Standards, Nutrient Management, Code
590 and/or Waste Recycling, Code 633.
Precautions(fencing and warning signs)shall be used where necessary to ensure that the facility is not
used for purposes incompatible with the facility modification.
Erosion and Pollution Control
All disturbed areas shall be re-vegetated or treated with other suitable measures used to control erosion
and restore the aesthetic value of the site. Sites, not suitable for re-vegetation through normal cropping
practices, shall be vegetated in accordance with NRCS Conservation Practice Standard, Critical Area
Planting, Code 342.
Liquid and Slurry Waste Removal
Liquid and slurry wastes shall be agitated and pumped to the maximum extent practicable.Water shall be
added as necessary to facilitate the agitation and pumping.The wastewater shall be utilized in accordance
with NRCS Conservation Practice Standard, Nutrient Management, Code 590 and/or Waste Utilization,
Code 633.
If the bottom of the lagoon or structure is above the water table at the time of closure and will support
earth-moving equipment, it must be scraped.A qualified technical specialist must determine the soil
stability for earth moving equipment. For lagoons or structures that are not to be scraped and those with
bottoms documented to be below the water table at the time of closure, the depth of"agitated"waste
material remaining in the lagoon or structure at the time of closure may not exceed a maximum depth of
one(1)foot.
Sludge Removal
During sludge removal operations, the integrity of the liner, if one is present, shall be maintained.Sludge
shall be removed to the maximum extent practicable and utilized in accordance with NRCS Conservation
Practice Standard, Nutrient Management, Code 590 and/or Waste Utilization, Code 633.
Impoundment Closure
Three options are associated with the decommissioning of liquid waste impoundments. One of the
following will be used.
1. Embankment impoundments(those with a depth of water at the design water level of three feet or
more above natural ground)may be breached so that they no longer impound water.The
embankment material can then be graded into the impoundment area, and the area vegetated for
another use. Or the embankment may remain if the impoundment area surface has been
sufficiently cleaned so that runoff leaving the site would not be considered as contaminated by the
wastes.
2. Excavated impoundments maybe backfilled so that these areas maybe reclaimed for other uses.
3. Impoundments may be converted to fresh water storage.
Embankment Impoundments
Waste and sludge shall be removed from the impoundment before the embankment is breached.
Concrete and flexible membrane liners shall be removed or rendered unable to impound water and
properly disposed of.The slopes and bottom of the breach shall be stable for the soil material involved;
however, the side slopes shall be no steeper than three horizontal to one vertical (3:1).
NRCS, NC
April 2012

360-CPS-3
Excavated Impoundments
Concrete and flexible membrane liners shall be removed or rendered unable to impound water and
properly disposed of.The backfill height shall exceed the height to the design finished grade by a
minimum of 5 percent to allow for settlement.The top one foot of the backfill shall be constructed of the
most impervious soil material readily available and mounded to shed rainfall runoff. Incorporate available
topsoil where feasible to aid establishment of vegetation.
Conversion to Fresh Water Storage
The converted impoundment shall meet the requirements as set forth in the appropriate NRCS practice
standard for the intended purpose. Where the original impoundment was not constructed to meet NRCS
standards, the investigation for structural integrity shall be in accordance with National Engineering
Manual (NEM) 501,23. When it is not practical to remove the sludge from a waste impoundment that is
being converted to fresh water storage, the impoundment shall not be used for fish production,swimming,
or livestock watering until the water quality is adequate for these purposes.
Alternate Method of Closure
There are existing impoundments that may be closed by the following alternate method.
This alternative closure process consists of vacuum dredging the sludge and leaving the liquid.
Impoundments which have a liquid waste analysis of more than 40 parts per million of total N before
sludge removal cannot be closed by this alternate method.
Locations on the lagoon bottom where sludge is 0.2 foot or greater must be dredged. Where the sludge is
less than 0.2 foot in depth, dredging is not required.
Sludge must be removed to the fullest extent practical on the slopes, but in no case shall there be more
than 0.2 ft. of sludge in the bottom when finished.
The impoundment must be converted to fresh water storage. Spillways, if required under this standard,
must meet the requirements of the Pond Conservation Practice Standard (Code 378).
Required documentation for the above criteria includes:
A liquid waste analysis performed by the North Carolina Department of Agriculture & Consumer Services
(NCDA&CS) or other accredited lab. The sample shall be taken by Division of Soil and Water
Conservation (DSWC)staff, Division of Water Quality (DWQ) staff, or NRCS staff with a WUP designation
as a technical specialist.
A survey of the lagoon showing the bottom elevation and depth of sludge before and after dredging using
a "sludge judge"or other measuring device made for this purpose, on a 25 foot grid, or closer, if needed to
show true size and volume of sludge. The survey and volume computations shall be signed by a technical
specialist with the SD or SI designation.
A representative from Division of Water Quality(DWQ), Division of Soil and Water Conservation (DSWC),
or an NRCS Engineer or Civil Engineering Technician must verify that the sludge has been satisfactorily
removed.
Lagoons which have a liquid waste analysis of more than 40 parts per million of total N before sludge
removal cannot be closed by this alternate method.
Fabricated Liquid Waste Facilities
If fabricated structures are to be demolished, disassembled or otherwise altered, it shall be done to such
an extent that no water can be impounded. Disassembled materials such as pieces of metal shall be
temporarily stored in such a manner that they do not pose a hazard to animals or humans until their final
disposition.
NRCS, NC
April 2012

360-CPS-4
Demolished materials shall be buried on-site or moved off-site to locations designated by state or local
officials. if buried on-site, the materials are to be covered with soil to a settled depth of at least one foot.
The backfill height shall exceed the height to the design finished grade by a minimum of 5 percent to allow
for settlement, and the backfill be sufficiently mounded such that runoff will be diverted from the site after
the backfill settles.
Dry Waste Storage or Treatment Facilities
The soil at dry waste facilities such as confined animal housing, feedlots, livestock yards, or composting
facilities with earthen floors must be evaluated.
The evaluation shall include laboratory analyses of the soil profile for any nutrients for which specific
information is needed to determine the required depth of rehabilitation. Soil samples shall be taken at
multiple locations and depths within the facility. One sample per depth interval per acre of the area being
decommissioned with a minimum of 3 samples per depth interval shall be taken. Samples taken for each
specified sampling depth interval may be consolidated into a single set(e.g., 3 samples taken at the 0 to 6
inch depth interval may be consolidated into a single sample for testing). The samples shall be collected,
prepared and tested in accordance with NRCS Conservation Practice Standard, Nutrient Management,
Code 590.
The results of the soil analysis will be used to prepare a plan to recover the site for its intended use.The
following site appropriate options shall be utilized, if needed:
• Adjust pH to restore desired crop growing conditions.
• Select plants and erosion control practices to minimize phosphorus transport from the site and
facilitate remediation of excessively high phosphorus levels.
• Plant salt tolerant plants to restore the site to desired crop conditions.The harvested vegetation
quality should be monitored for N, P, and K removal.
Although in-situ processes are the preferred method for adjusting the soil conditions, removal of a portion
of the soil may be necessary.The removed soil shall be land applied in accordance with NRCS
Conservation Practice Standard, Nutrient Management, Code 590 and/or Waste Utilization, Code 633.
Excavated areas shall be graded and or backfilled to shed rainfall and prevent ponding of runoff.Where
feasible, available topsoil should be used to aid the establishment of permanent vegetation.
CONSIDERATIONS
Conduct pre-closure soil and water(surface and subsurface) testing to establish base line data
surrounding the site at the time of closure.
Establishing baseline data can be used in the future to address soil and water issues.
Where the surface is covered by a dense mat of floating vegetation, pumping effort to empty waste
impoundments may be reduced by first applying herbicide to the vegetation and then burning the residue.
Appropriate permits must be obtained before burning. When burning is conducted,take necessary actions
to ensure that smoke is managed to minimize impacts to downwind populations.
Alternative methods of sludge removal may be required where the impoundments contain large amounts
of bedding, oyster shells, soil, or other debris.
Minimize the impact of odors associated with land applying dry wastes and with agitation, emptying, and
land applying wastewater and sludge from a waste impoundment by conducting these operations at a time
when the humidity is low, when winds are calm, and when wind direction is away from populated areas.
Adding chemical and biological additives to the waste prior to agitation and emptying can reduce odors.
Odor impacts from land application can also be mitigated by using an incorporation application method.
NRCS, NC
April 2012

360-CPS-5
Minimize agitation of the wastes to only the amount needed for pumping to reduce the potential for
release of air emissions.
Soil to fill excavated areas should not come from important farmlands (prime, statewide, local, and/or
unique).
Waste facility closure may improve utilization and aesthetics of the farmstead.
Breached embankments may detract from the overall aesthetics of the operation. Embankments should
be removed and the site returned to its original grade.
Disassembled fabricated structures may be suitable for assembly at another site. Care should be taken
during closure to minimize damage to the pieces of the facility, particularly coatings that prevent corrosion
of metal pieces.
Measures should be taken during contractors'activities to minimize site erosion and pollution of
downstream water resources.This may include such items as silt fences, hay bale barriers,temporary
vegetation, and mulching.
To minimize potential impacts to livestock, such as nitrate poisoning, initiate a testing and monitoring
program of nutrient levels in crop products, particularly livestock feeds, harvested from sites of closed
animal confinement facilities.
PLANS AND SPECIFICATIONS
Plans and specifications for the decommissioning of abandoned waste facilities and the rehabilitation of
contaminated soil shall be in keeping with this standard and shall describe the requirements for applying
the practice to achieve its intended purpose.At a minimum, include the following:
1. A plan view showing the location and extent of the practice.
2. Pertinent elevations of the closed facility and excavation limits.
3. Number, capacity, and quality of facility(ies)and estimate of soil volume to be moved.
4. Location of known utilities.
5. Requirements for salvage and disposal of structural materials.
6. Vegetative requirements.
7. Utilization Plan for animal wastes and soil.
8. Odor management or mitigation requirement.
9. Safety plan requirements. Note: Per Occupational Safety and Health Administration (OSHA)
confined space entry protocol, personnel shall not enter confined space of an enclosed waste
facility without breathing apparatus or taking other appropriate measures.
OPERATION AND MAINTENANCE
The proper decommissioning and rehabilitation of a waste facility should require little or no operation and
maintenance. However, if it is converted to another use, such as a fresh water facility, operation and
maintenance shall be in accordance with the needs as set forth in the appropriate NRCS conservation
practice standard for the intended purpose.
REFERENCES
Rice, J.M., D.F. Caldwell, and F.J. Humenik. Ed. 2006. Closure of Earthen Manure Structures in Animal
Agriculture and the Environment: National Center for Manure and Animal Waste Management White
Papers, pp. 263-282.ASABE. Pub. Number 913C0306.
NRCS, NC
April 2012

Required Specifications For Animal Waste Management
i. 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 that reaches surface
water is prohibited.
z. 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 Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
I Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, storical 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).
s. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.

s. 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.
s. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. 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.
Zo. 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.
ii. 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

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, drainage ways, or
wetlands by a 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 wash down facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
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 annually 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 soils 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 five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.

aiiiiiiiW o N RCS
United States(Department of Agriculture
Natural Resources Conservation Service NUTRIENT MANAGEMENT PLAN
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet: NC-590
Prepared for: PA� ks) LrC...D3M
By: � Q. c c1
Farm: 3�C Tract(s): ITS 3 Daterff/2o
WHAT IS NUTRIENT MANAGEMENT?
Nutrient Management is applying nutrients
from all sources with the right placement, in fertilizer and manure application methods.
the right amount, at the right time, and from When precision ag/variable rate application
the right source to minimize nutrient losses to technology is utilized, see the next section of
surface and groundwater. This practice is this Job Sheet for additional guidance on plan
accomplished through development and requirements.
implementation of a Nutrient Management
Plan, which can be part of a broader • aerial site photograph(s)/imagery or site
Conservation Plan or CNMP that addresses map(s), and a soil survey map of the site,
multiple resource concerns. • Sufficient soils information—such as dominant
soil map until for each planned field—needed
PURPOSE OF NUTRIENT MANAGEMENT to apply nutrients at RYE and Soil Test Report
determined rates as appropriate; and to not
A nutrient management plan is intended to exceed rates determined by nutrient risk
accomplish one or more of the following assessment planning criteria.
objectives: • location of designated sensitive areas and the
associated nutrient application restrictions and
• To budget, supply, and conserve nutrients for setbacks,
plant production.
• results of approved risk assessment tools for
• To minimize agricultural nonpoint source any necessary evaluations for nitrogen,
pollution of surface and groundwater phosphorus, and erosion losses.
resources. • current and/or planned plant production
• To properly utilize manure or organic by- sequence or rotation,
products as a plant nutrient source.
• soil, water, compost, manure, organic by-
• To protect air quality by reducing odors, product, and plant tissue sample analyses
nitrogen emissions(ammonia, oxides of applicable to the plan. Where non-NCDA soil
nitrogen), and the formation of atmospheric testing labs are used, nutrient
particulates. recommendations must be made using NCDA-
• To maintain or improve the physical, chemical, similar guidelines and methodologies. Note:
and biological condition of soil. high levels of soil copper and zinc may be toxic
to production crops. Land application of these
nutrients must be accordance with
CONTENTS OF THE NUTRIENT NCSU/NCDA crop toxicity guidelines.
MANAGEMENT PLAN . Realistic yield goals for the crops planned for
The following components are included in nutrient application,
nutrient management plan specifications
typical of more `traditional'
NC-590 Job Sheet ,lay 2015 page I

• Planned nitrogen application rates based on rates must be provided as specifications prior
NC Realistic Yield Expectations(RYEs) or to application.
sufficiently documented yield records,
• Note—where Diammonium phosphate (18-46-
• The Nitrogen Leaching Index for planned 0) is the primary variable rate P fertilizer
fields, source applied on legume crops, additional N
• Planned P & K application rates based on soil will likely be needed to achieve RYEs.
test results (see next section where P & K The plan was developed based on the current
applied through variable rate technology). NRCS 590 standard and Federal, state, or
• listing and quantification of all nutrient sources local regulations or policies. Changes in laws
and form, including starter fertilizer or regulations may require a plan modification.
applications and legume-based cover crop This Job Sheet is a required supplement to
mixes. the Nutrient Management Plan.
• in accordance with the nitrogen and
phosphorus risk assessment tool(s), specify NC Permitted Animal Operations: For NC
the recommended nutrient application source, DENR-DWR or NPDES permitted animal
timing, amount (except for precision/variable operations, the waste utilization portion of the
rate applications specify method used to Certified Animal Waste Management Plan
determine rate), and placement of plant (CAWMP) must meet requirements specified by
nutrients for each field or management unit, the Permit. The NC 1217 Interagency Group
and provides guidance on the required minimum
elements of a CAWMP. This guidance is found in
• guidance for implementation, operation and Sec 1.1 of the latest 1217 Guidance Document,
maintenance, and recordkeeping as specified located at:
by the CNMP or applicable NC DWQ or http://www.ncagr.gov/SWC/tech/guidancedocumen
NDPES permit. ts.html.
Where precision/variable rate nutrient
application applications are planned and Nitrogen Leaching Index Values
made, some required planning components of Nitrogen Leaching Index values, obtained through
the preceding section may be provided by the use of current Soil Hydrologic Group (SHG)-based
overall conservation plan. In addition, the LI index maps in Sec II of the NC FOTG or RUSLE
2 field-specific soil loss calculations, are included
following components are required in nutrient in the Nutrient Management Plan. SHGs per soil
management planning. map unit are available through selection of the Soil
Data Explorer and Soil Properties and Qualities
• The geo-referenced field boundary and data (then select"Soil Qualities and Features")tabs
collected that was processed and analyzed as once an Area of Interest has been defined in
a GIS layer or layers to generate nutrient or NRCS Web Soil Survey.
soil amendment recommendations.
• Planned nitrogen application rates based on If the Nitrogen Leaching Index > 10 for planned
fields, appropriate conservation practices must be
NC RYEs or sufficiently documented yield included in a conservation plan to prevent nitrogen
records from leaving the field via surface or subsurface
• The Nitrogen Leaching Index for planned runoff.
fields.
Below are conservation crop management
• The nutrient recommendation guidance and techniques and practices recommended for
recommendation equations used to convert the mitigation of nitrate losses (practices also
GIS base data layer or layers to a nutrient documented in conservation plan):
source material recommendation GIS layer or
layers.
• Soil testing documentation that crop
Phosphorus (P205) and Potassium (K20)
nutrient or soil amendment application will be
made per soil test results similar to NCDA
guidelines. Where P & K will not be applied
via variable rate application technology, but by
basic GPS guidance, recommended P& K
NC-590 Job Sheet May 2015 page 2

NUTRIENT MANAGEMENT PLAN PLAT Categorical Ratings Information
DEVELOPMENT When soil test phosphorus continues to increase
The nutrient management plan has been on a long term basis, PLAT may produce results
developed to meet nutrient application rate criteria that require P-based manure application planning
for all sources of nitrogen, phosphorus, potassium and planning for no additional manure P.
as specified by NRCS 590 Nutrient Management Conditions that will require P-based or no-P
standard criteria. planning will be based on site specific resource
conditions, which will facilitate data input into
In addition to NCDA Agronomic Division soil test PLAT. PLAT categorical ratings that will require
recommendations, or soil test recommendations enhanced P application planning are:
made through similar guidelines, the plan is based
on NC INMC approved values for realistic yield HIGH: P-based manure application is required
goals, nitrogen factors, phosphorus removal rates, (limited to P uptake in harvested crop biomass)
default nutrient values for animal waste, plant
availability coefficients for N, P, and K, and animal VERY HIGH: No additional manure P or starter P
waste generation volumes where applicable. application to be specified in nutrient management
Approved values are found at: plan.
http://nutrients.soil.ncsu.edu/index.htm
Where manure is applied, farm records may also Phosphorus Drawdown Strategy
be used through a procedure provided in SB 1217 Information:
Interagency Group guidance, available at: Implementation of a phosphorus 'drawdown'
http://wwwncapr.gov/SWC/tech/1217committee.ht strategy may be a consequence of PLAT results,
ml or may be requested in order to lower soil test
phosphorus levels.
For NC permitted animal operations, planning Should a reduction in soil test P be desired or
requirements for Plan"Amendments" (minor necessary,the only currently proven method of
modifications)and "Revisions" (Major substantial P 'drawdown' is to not apply manure-
Modifications)are clarified by SIB 1217 Interagency based P and to plant and harvest crops that utilize
Group Guidance. P currently present in the soil surface.
Crop specific estimated annual P removal amounts
ADDITIONAL PHOSPHORUS-RELATED are available on the NCSU Nutrient Management
PLAN INFORMATION (Applicable when in NC website:
increases in Soil Test P are expected on http://nutrients.soil.ncsu.edu/yields/index.php
the planned area) Conservation Practices and Management
In NC, a field-specific Phosphorus Loss Techniques to Reduce P Loss Potential:
Assessment Tool (PLAT)evaluation is completed Conservation practices, especially those that
in accordance with 590 Nutrient Management prevent soil particle detachment and trap sediment
standard General Criteria requirements, and at field edges are effective in preventing
phosphorus must be applied in accordance with phosphorus movement from the planned site.
590 standard Manure Phosphorus Application Manure application techniques can also be applied
Rates. to reduce P loss risk. These practices must be
In addition to the basic plan components, plan included in the conservation plan where
information on PLAT categorical ratings, P determined PLAT risk = HIGH for planned fields.
drawdown strategies, and conservation practices Consult the conservation plan developed in
to reduce P loss risk is required when increases in conjunction with the nutrient management plan for
Soil Test P are expected on the planned area. information on practices recommended to reduce
Typically, this could occur when manure is
consistently applied at Nitrogen-based rates. High phosphorus AND nitrogen loss risks. Application
levels of phosphorus in the surface soil layer have management techniques to reduce nutrient loss
been linked to increasing risk of P loss through risk may be prescribed below:
surface runoff and leaching.
❑ Increases in Soil Test P are expected
on the planned area (not typical if P
application made per soil test results).
NC-590 Job Sheet May 2015 page 3

Lonq Term Strategy for Reduction of Soil P RECORDKEEPING
Levels: Waste reports from the NCDA& CS Agronomic
As noted in the P drawdown strategy section, the Division, or equivalent, are acceptable sources of
only currently proven method for reducing high information for determining applied manure nutrient
levels of soil P is not applying P, paired with amounts for recordkeeping or crop budgeting
producing crops on the planned site that use purposes.
existing soil P. Where soil P and PLAT
evaluations indicate an increasing risk to water Records must be maintained for at least 5 years, or
quality, substantially reducing soil P levels through for time and manner required by Permit for animal
crop uptake can take many years of operations to document plan implementation and
implementation. When P is not applied, and maintenance. As applicable, records include:
existing soil P is used by crops, eventually, soil will • soil, plant tissue,water, manure, and
become P deficient. Consult CES or NCDA organic by-product analyses resulting in
Regional Agronomy specialists for additional recommendations for nutrient application,
information soil test P reduction timelines. . quantities, analyses and sources of
nutrients applied,
Manure P produced in excess of crop . dates, and method(s)of nutrient
requirements: applications, source of nutrients,and rates
Consult the nutrient management plan for a of application,
quantification of manure generated by the animal
feeding operation that may exceed crop P . weather conditions and soil moisture at the
requirements. time of application; lapsed time to manure
incorporation; rainfall or irrigation event,
"Manure Hauler" Information . crops planted, planting and harvest dates,
All manure waste applied on land owned by or yields, nutrient analyses of harvested
controlled by the Animal Feeding Operation (AFO) biomass, and crop residues removed,
owner or operator must be included in the nutrient • dates of plan review, name of reviewer,
management plan. The volume difference in total and recommended changes resulting from
manure waste generated by the AFO and waste the review, and
applied to land not owned or controlled by the . all enhanced efficiency fertilizer products
producer must be accounted for in a nutrient
management plan. used.
General information on manure waste generated Additional records for precision/variable rate
by an AFO to be applied to land not owned or sites must include:
controlled by the AFO owner or operator may be . maps identifying the variable application
recorded as specified in the NC CNMP source, timing, amount, and placement of
Certification Sheet and Documentation Checklist or all plant nutrients applied, and
other supplemental documentation to the nutrient
management plan. NRCS CNMP technical criteria • GPS-based yield maps for crops where
require documentation of manure exports off the yields can be digitally collected.
farm (this can be done below). The AFO Documentation per field nitrogen
owner/operator should provide the third party application rates do not exceed RYE-
applicator with a current waste analysis in order to based recommended rates
facilitate agronomic crop application of the facility's
generated waste. Should land not owned or • Documentation that applied phosphorus
controlled by the AFO owner or operator be and potassium recommendations do not
included in a nutrient management plan, the exceed recommended rates specified by
complete plan must meet 590 criteria. soil tests.
Type and Quantity of Animal Feeding Operation . For non-variable rate application of P & K,
(AFO) manure generated by the facility: provide applied map with field boundaries
indicating source, timing, method, and rate
of all applications.
Quantity of AFO manure generated to be exported . Where 'chlorophyll reader'technology is
off the farm for third party application: utilized, application records that nitrogen
rates match RYE-based N rates as closely
as possible.
NC-590 Job Sheet May 2015 page 4

OPERATION AND MAINTENANCE
The producer is responsible for safe operation and
maintenance of this practice, including all
equipment. Review the plan periodically to
determine if adjustments or modifications to the
plan are needed. In NC, animal operations
permitting provisions may specify more frequent
review periods. Adhere to the following operation
and maintenance provisions:
• Protect fertilizer and organic by-product
storage facilities from weather and accidental
leakage or spillage.
• Properly calibrate application equipment to
ensure uniform distribution of material at
planned rates.
• Workers should be protected from and avoid
unnecessary contact with inorganic fertilizers
and organic by-products. Extra caution must
be taken when handling ammonia sources of
nutrients, or when dealing with organic wastes
stored in unventilated enclosures.
• The disposal of material generated by the
cleaning of nutrient application equipment
should be accomplished properly. Excess
material should be collected and stored or field
applied in an appropriate manner. Excess
material should not be applied on areas of high
potential risk for runoff or leaching.
• Disposal or recycling of nutrient containers
should be done according to state and local
guidelines or regulations.
NC-590 Job Sheet May 2015 page 5