310086_Application_20240328

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310086
2. Facility Name: Paradise Hill Farm
3. Permittee's Name(same as on the Waste Management Plan): Earth Right Farms Inc
4. Permittee's Mailing Address: I,"t 11 L' i C-C-�t- D t—
City: NilotwtQ fCeticu1SUa JIB State: NC Zip: -20365 2$-3%4
Telephone Number: 910-296-1513 Ext. E-mail: stenhen.williamson.ir a,gmail.com
5. Facility's Physical Address: 1587 S NC 50
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Paul English Williamson Phone No.: 910-289-1058 OIC#: 1009782
11. Lessee's Name(if there is not a Lessee,write"None"): lypt)tr
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Finish 5,587
Operation Tvoes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
4w-*" Lagoon 8/23/1993 Full,clay 707,460.00 91..650.00 19.50
—91 — Lagoon 2/11/1998 2561,275.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.]OC(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): k9_4N A - Vv l�\t SCN� � Title: R_es.
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

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Grower: Paradise Hill Lagoon 1 Designedy: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------- 0
Wean to Finish: -------------- 1455 Hd.
Finishing: -------- 0
Farrow to weanling: ---____—___ 0
Farrow to feeder: ----------- 0
Farrow to finish: -------- --- 0
Boars: ------- ---- - -- 0
Storage Period: --- ----- 180 Days
25 Yr. /24 Hr Storm Event -- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ----- 7.0 In.
Additional Water Usage: — ----- 0
Additional Drainage Area: ---- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — ---- N
Does Operator Want Emergency Spillway? (Y/N) — — N
Was This Design Built Prior to Sept. 1996? (Y/N) — Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) -- N
Seasonal High Water Table Elev: 41.00 Ft.
Freeboard: --- - 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: — 2.5 :1 (H:V)
Inside Top Length: --•----------------- 220.0 Ft.
Inside Top Width: ------------------ 163.8 Ft.
Top of Dike Elevation: ----- Depth 51.80 Ft.
Finished Bottom Elevation: ------ 11.00 Ft. 40.80 Ft.
Start Pump Elevation: — 20.4 In. 50.10 Ft.
Stop Pump Elevation: ------------ 45.6 In, 48.00 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 22523 (Cu.Ft.) 23,513 (Cu.Ft.) 104,40%
Temporary= 61883 (Cu.Ft.) 65,102 (Cu.Ft.) 105.20%
Permanent= 167325 (Cu.Ft.) 167,878 (Cu.Ft.) 100.33%
Total Volume= 251,730 (Cu.Ft.) 256,493 (Cu.Ft.) 101.89%
1/2 Treatment Volume= 83,663 (Cu.Ft.)
1/2 Treatment Volume Elevation = 44.83 Ft. 83.60 In.
90 Temporary Storage Volume Elevation = 48.82 Ft. 35.74 In.
Min. Required Liner Thickness ---------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) —--------------- 36,036 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Paradise Hill Lagoon 1 Designedy: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
Court : Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
40.80 17,952 0
41.00 18,227 3,618 3,618
42.00 19,631 18,929 22,547
43.00 21,085 20,358 42,904
44.00 22,589 21,837 64,741
45.00 24,143 23,366 88,107
46.00 25,747 24,945 113,052
47.00 27,401 26,574 139,626
48.00 29,105 28,253 167,878
49.00 30,859 29,982 197,860
50.00 32,663 31,761 229,621
51.00 34,517 33,590 263,211
51.80 36,036 28,221 291,432
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 251,730 CF CUMULATIVE VOL. ZONE VOL. 101.89%
END PUMP = = = = 48.00 FT 167,878 CF TR'MT 167,878 100.33%
START PUMP = = : 50.10 FT 232,980 CF TEMP 65,102 105.20%
MAX STORAGE = 50.80 FT 256,493 CF STORM 23,513 104.40%
Murphy-Brown, LLC Engineering P.O.Box 856,Warsaw, NC 28398 [phone]

Grower: Paradise Hill Lagoon 1 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal a Capacity cu. . l - Total'
Nursery 0 30 1.00 0
Wean to Finish 1,455 115 1.00 167,325
Finishing 0 135 1.00 0
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 01 400 1 1.00 0
Total Required Treatment Volume(cu.ft.)= 167,326
Sludge Storage Volume:
Animal Type Capacity AL.W (cu. . - ota
Nursery 0 30 0.00 0
Wean to Finish 1,455 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 01 400 0.000 1 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity* to. eriod . day)=Total
Nursery 0 1 180 0.30 0
Wean to Finish 1,455 180 1.17 305.647
Finishing 0 180 1.37 0
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 305,647
Total Manure Production (cu.ft.)= 40,862
Excess Fresh Water:
Animal Type Capacity Sto. Period . day) = Total
Nursery 0 180 0.00 0
Wean to Finish 1,455 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 1 0.00 0
Farrow to finish 1 0 180 0.00 1 0
Boars 1 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Paradise Hill Lagoon 1 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area+Additional Drainage Area)* Rainfall/ 12in./ft
Vol.= (36036 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 21,021
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Y0241-1r. Storm(in)/12in./ft.
Vol.= (36036 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event(cu.ft)= 22,523
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (36036 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr./2411r. Storm +'Heavy Rain')= 22,623 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+Rainfall Excess +Additional Water Storage) = 61,883 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge) = 167,326 (CU.FT)
TOTAL REQUIRED VOLUME =251730 (CU.FT.)
Murphy-Brown, LLC Engineering P.0. Box 856, Warsaw NC 28398 [phone]

Grower: Paradise Hill Lagoon 1 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 51.80 FT_
Emergency Spillway Crest Elevation ------------------- Not A;Applicable
Top of 25Yr. /24Hr. Storm Storage ------------------- 50.80 FT.
Top of"Heavy Rain"Storage --------------- Not Applicable
Start Pump Elevation ----------------- 50.10 FT.
End Pump Elevation ---- -- 48.00 FT.
Top of Sludge Storage ------------------ Not Applicable
Seasonal High Watertable Elev. ---- 41.00 FT.
Finished Bottom Elevation ----------- 40.80 FT.
Inside Top Length ------------- 220.00 FT.
Inside Top Width - — 163.80 FT.
Side Slopes ------------------ 3:1 H:V
Lagoon Surface Area ---- 36,036 SF
Min. Liner Thickness (if required) - - 1.6 FT.
Freeboard Depth -------------- 1.00 FT.
Temporary Storage Period ------------ -- 180 Days
TOTAL DESIGN VOLUME=256493(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ------ 7.2 FT.
Temporary Storage Zone Depth ---------- 2.1 FT.
Freeboard/Storm Storage Zone Depth -------- 1.7 FT.
Total Lagoon Depth ----------- 1 1T FT.
Murphy-Brown, LLC Engineering P.0. Box 856, Warsaw NC 28398 [phone]

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Grower: Paradise Hill Lagoon 1 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required,
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
l certify, to the best of my professional knowledge judgement and belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Paradise Hill Lagoon 2 Designedy: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ---------------- 0
Wean to Finish: —--------------- 4132 Hd.
Finishing: —-------------- 0
Farrow to weanling: ---—------------ 0
Farrow to feeder: ---------------- 0
Farrow to finish: --------------- 0
Boars: ---------------- 0
Storage Period: ______________ 180 Days
25 Yr. /24 Hr Storm Event ------------ 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation — 7.0 In.
Additional Water Usage: -- 0
Additional Drainage Area: -- ---- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) N
Does Operator Want Emergency Spillway? (Y/N)-- N
Was This Design Built Prior to Sept. 1996? (Y/N) — Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) N
Seasonal High Water Table Elev: — -- ---_—_ 36.00 Ft.
Freeboard: _---------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ---___ _ 3 :1 (H:V)
Inside Top Length: - - - - - 390.0 Ft.
Inside Top Width: ------•------------ 235.0 Ft.
Top of Dike Elevation: --- Depth 47.10 Ft.
Finished Bottom Elevation: ------ 11.00 Ft. 36.10 Ft.
Start Pump Elevation: ---------- 20.04 In. 45.43 Ft.
Stop Pump Elevation: ----------- 45.6 In. 43.30 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 57281 (Cu.Ft.) 57,820 (Cu.Ft.) 100.94%
Temporary= 169505 (Cu.Ft.) 174,063 (Cu.Ft.) 102.69%
Permanent= 475180 (Cu.Ft.) 475,802 (Cu.Ft.) 100.13%
Total Volume= 701,966 (Cu.Ft.) 707,685 (Cu.Ft.) 100.81%
112 Treatment Volume= 237,590 (Cu.Ft.)
112 Treatment Volume Elevation = 40.02 Ft. 84.95 In.
90 Temporary Storage Volume Elevation= 44.10 Ft. 36.02 In.
Min. Required Liner Thickness ----------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) —---------------- 91,650 S.F.
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

rower: Paradise Hill Lagoon esigne y:
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28463 Date: 03/31/21
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I jCu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
36.10 54,756 0
37.00 57,447 50,492 50,492
38.00 60,506 58,977 109,468
39.00 63,637 62,072 171,540
40.00 66,840 65,238 236,778
41.00 70,115 68,477 305,255
42.00 73,461 71,788 377,043
43.00 76,880 75,171 452,214
44.00 80,371 78,626 530,840
45.00 83,934 82,152 612,992
46.00 87,569 85,751 698,743
47.00 91,275 89,422 788,165
47.10 91,650 9,146 797,311
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 701,966 CF CUMULATIVE VOL. ZONE VOL. 100.81%
END PUMP = = = = 43.30 FT 475,802 CF TR'MT 475,802 100.13%
START PUMP = = : 45.43 FT 649,865 CF TEMP 174,063 102.69%
MAX STORAGE = 46.10 FT 707,685 CF STORM 57,820 100.94%
Murphy-Brown, LLC Engineering P.O. Sox 856,Warsaw,NC 28398 [phone]

Grower: Paradise Hill Lagoon 2 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity ALW (cu. b) Total
Nursery 0 30 1.00 0
Wean to Finish 4,132 115 1.00 475,180
Finishing 0 135 1.00 0
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 01 1,417 1.00 0
Boars 0 1 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 475,180
Sludge Storage Volume:
rW
ima ype apacity * . ,cu = ota
rsery 0 30 0.00 0
ean to Finish 4,132 115 0.00 0
ishing 0 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 1 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type
Capacity to. Perioday = ota
Nursery 0 180 0.30 0
Wean to Finish 4,132 180 1.17 867,995
Finishing 0 180 1.37 0
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 867,995
Total Manure Production(cu.ft.)= 116,042
Excess Fresh Water: _
rnma ype apacity* to. eno ay =Total
Nursery 0 180 0.00 0
Wean to Finish 4,132 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 ( 10) 2 3434

Grower: Paradise Hill Lagoon 2 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area) *Rainfall/12in./ft
Vol.= (91650 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 53,463
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'l Drainage Area) *25Yr./24Hr. Storm(in)/12in./ft.
Vol.= (91650 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr.Storm Event(cu.ft)= 57,281
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain"Factor(in)/12in./ft.
Vol.= (91650 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. /24Hr. Storm +'Heavy Rain')= 57,281 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage)= 169,605 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 475,180 (CU.FT)
TOTAL REQUIRED VOLUME =701966(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

Grower: Paradise Hill Lagoon 2 Designed By: KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date: 03/31/21
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------- --- 47.10 FT.
Emergency Spillway Crest Elevation ______-____----- Not Al Applicable
Top of 25Yr./24Hr. Storm Storage ----------------- 46.10 FT.
Top of"Heavy Rain"Storage _----------------- Not Applicable
Start Pump Elevation ------------------ 45.43 FT.
End Pump Elevation ------------------ 43.30 FT.
Top of Sludge Storage ---------------- Not Applicable
Seasonal High Watertable Elev. __--__________ 36.00 FT.
Finished Bottom Elevation ---------- 36.10 FT.
Inside Top Length ------ 390.00 FT.
Inside Top Width ------------- 235.00 FT.
Side Slopes _____________ 3:1 H:V
Lagoon Surface Area ----------- 91,650 SF
Min. Liner Thickness(if required) ------- - 1.6 FT.
Freeboard Depth 1.00 FT.
Temporary Storage Period ---------------- 180 Days
TOTAL DESIGN VOLUME =707685(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth -------- 7.2 FT.
Temporary Storage Zone Depth ---------- 2.1 FT.
Freeboard/Storm Storage Zone Depth ---------- 1.7 FT.
Total Lagoon Depth — --- 11.0 FT,
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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Grower: Paradise Hill Lagoon 2 Designed By KBW
Address: 1645 South NC Hwy 50 Checked By: JEO
Magnolia NC 28453 Date; 03/31/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE
COMMENTS: Based on original design by D. Butler, MESugg 8/93
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
certify, to the best of my professional knowledge,judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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•
BROCK
& to nearest residence (other than owner): ft.
sows (farrow to finish) :====================>
sows (farrow to feeder) :====================>
head (finishing only):======================> 1240
sows (farrow to wean):======================>
head (wean to
Ave. Live Weight for other operations(lbs. )=>
Storage volume for sludge accum. (cu. f t. ):=>
Treatment Volume (min. 1 cu. ft./lb. )=======> 1.0
25 Year - 24 Hour Rainfall (in. )============>
Rainfall in excess of evaporation (in. )=====> 7.0
Drainage area of buildings b lots (sq. ft. )=> Ft
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============> 180�
Freeboard (ft. ):____________________________> �.0
Side slopes (inside lagoon):================> 2.5 1
Inside top length (ft. ) :____________________> 220.0
Inside top width (ft. ):_____________________> 163.8
Top of dike elevation (ft. ) :________________> 51.8
Bottom of lagoon elevation (ft. ):==_________> 40.8
Seasonal high water table(SHWT) elev. (ft. ):=> 41.0
Total required volume:=============> 251820 cu. ft.
Actual design volume:==============> 256275 cu. ft.
Stop pumping el. (> or = to 41.0 ft.SHWT)> 48.0 ft.
(> or = to 46.8 ft.Min. )
F ired minimum treatment volume: 167400 cu. ft.
VL�ume at stop pumping elevation: 167830 cu. ft.
Start pumping elev. :________________________> 50.1 ft.
Volume at start pumping elevation: 232833 cu. ft.
Actual volume less 25yr-24hr rain: 233754 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 61899 cu. ft.
Actual volume to be pumped:==> 65003 cu. ft.

i
Onerator:DAIL BROCK County: DUPLIN Date: 08/23/93
Distance to nearest residence (other than owner): 1200.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT1 (SSLW) = 475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLU!,Lv- OF LAGOON
Volume = 475200 lbs. SSLW x Treatment'ivolume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 475200 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 390.0 feet Inside top width 235.0 feet
Top of dike atVeation 47.1 feetFreeboard eet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design liquid level at elevation 46.1 feet
Bottom of lagoon elevation 36.1 feet
Seasonal high water table elevation I36.0 feet
Total design volume using prismoidal fo' mula
SIDE1 SS SIDE2 rENGTH WIDTH DEPTH
SS
SS/END1 SS/END2 / /
3.0 3.0 3.0 3.0 84.0 229.0 10.0
AREA OF TOP
LENGTH * WIDTH =
384.0 229.0 87936.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
324.0 169.0 54756.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
354.0 199.0 281784.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
87936.0 281784.0 54756.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 707460 CU. FT.
i
i� I

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
390.0 235.0 91650.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 91650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure n CF/LB SSLW 0.00136
Volume = 475200 Lbs. SSLW * CF of Waste/Lb./Day *• 180 days
Volume = 116047 cubic feet I
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess $ainfall = I 7.0 inches
Volume = 7.0 in l* DA / 12 inches per foot
Volume = 53462.5 cub c feet
I
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5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 57281.3 cubic feet
I
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 0 cubic feet
5C. 53463 cubic feet
5D. 57281 cubic feet
TOTAL 226790 cubic feet
6. SUMMARY
I
Total required volume 701990 cubic feet
Total design volume avail. 707460 cubic feet
Min. req. treatment volume plus sludge accumulation 475200 cubic feet
At elev. 43.4 feet ; Volume is 484769 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 650179 cubic feet
At elev. 45.4 feet ; Volume is 646802 cubic feet (start pumping)
Seasonal high water table elevation 36.0 feet
i r-
7. DESIGNED BYK`-\�_i.J�-`- APPROVED BY: e_ C/
DATE: - -C(3 DATE:
l ,
SCS DOES NOT CERTIFY
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN THAT EXCAVATION AND
FILL VOLUMES ARE
Y i CORRECT
! I
ti
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OPERATION AND MAINTENANCE PLAN
------------------------------
I
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 soil conditions,flushing operations, 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 application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be 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. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
i
I
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 45.4 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 43.4 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized 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.
8. 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 f r enforcing this law.
1
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SPECIFICATIONS FOR CONSTRUCTION OF WASTE, TREATMENT LAGOONS
---------------------- ----------------- -----------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. -All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off-Trenc h
I
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
--------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades: as planned. Deviations from this will
require prior approval of the SCS. Earthfi�l shall not be placed
in standing water and reasonable compactionjof the fills shall be
performed by the construction equipment or cheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.
f
i
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1
i

i
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
i
USE THE SEED MIXTURE, INDICATED:
D LBS. FESCUE`GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER; 15 TO NOVEMBER 30
I
0 LBS. 'PENSACOLA' BAHIA GRASS 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 �0 JUNE 30
24 LBS. HULLED! BER.MUDA GRASS S S LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 Ti JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE! (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACREi (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1
300 BALES OF SMALL GRAIN STRAW (1 0 BALES/ACRE)
I
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO' PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM S EDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH ANDISECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
I
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Murphy-Brown, LLC 3/30/2021 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Earth Right, Inc
Farm Name: Paradise Hill Farm Facility AWS310086
County: Du lin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 5587
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: 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.
1of11

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 fhe 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,111:3,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gallyr galtyr
Farrow to Feeder 3861 gaUyr gal/yr
Farrow to Finish 10478 gaUyr gat/yr
Wean to Feeder 191 gaUyr gal/yr
6587 Wean to Finish 776 gaUyr 4,335,512 galtyr
Feeder to Finish 927 gaUyr galtyr
Gilts 1015 gaUyr galtyr
Boars 2959 gallyr galtyr
Total 4,335,512 gaUyr
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 5.95 Ibs/yr Ibstyr
Farrow to Finish 1 B.86 Ibs/yr Ibstyr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
5587 Wean to Finish 1.40 Ibs/yr 7,804 Ibs/yr
Feeder to Finish 1.67 Ibstyr Ibs/yr
Gilts 1.83 Ibstyr Ibs/yr
Boars 5.33 Ibs/ r Ibstyr
Total 7,804 I r
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: 85.818
Total N Required 1st Year: 21636.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 21,636.86
Total Nitrogen Produced by Farm: 7,803.92
Nitrogen Balance for Crops: (13,832.94)
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

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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 bermudagress. 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
d 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! r/animal Farm Total r
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
5587 Wean to Finish 0.27 1508.49
Feeder to Finish 0.34
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 1508.49 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 7542.45 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 25 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 60.3396 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.
APPLICATION OF WASTE BY IRRIGATION:
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
T3976 F1-1 Autryville B 0.6 1
T3976 F1-2 Autryville B 0.6 1
T3976 F1-3 Autryville B 0.6 1
T3976 F1-4 Autryville a 0.6 1
T3976 F1-5 Autryville B 0.6 1
T3976 F1-6 Autryville B 0.6 1
T3976 F1-7 Autryville B 0.6 1
T3976 F1-8 Autryville B 0.6 1
T3976 F1-9 Autryville B 0.6 1
T3976 F1-10 Autryville B 0.6 1
T3976 F1-11 Autryville B 0.6 1
T3976 F1-12 Autryville B 0.6 1
T3976 F2-1 Autryville B 0.6 1
T3976 F2-2 Autryville B 0.6 1
T3976 F2-7 Autryville B 0.6 1
T3976 F2-P1 Autryville B 0.6 1
T3976 Sub 1 Autryville B 0.6 1
T3976 Sub 2 Autryville B 0.6 1
6of11

Additional Comments:
This plan revised to reflect the addition of a center pivot, a crop change to all
bermuda and overseed, and to update the production and application rates to
the current rates as listed on the NCSU Nutrient Management website.
The subfields are optional.
NOTE: Field 2 is made up of the previous fields 2, AW1, AW2 and AW3.
Fields AW1,AW2 and AW3 are currently in row crops and are planned to be
converted to hybrid bermuda in 2017. These fields and crops may be
applied to according to the previous NUP throughout the current crop season.
A map showing the fields and acreages is included to aid in calculating
amounts applied to each crop.
3/30/2021 This revision changes the farm ownership from Dale Atkinson to
Earth Right Farm, Inc. This also changes the farm from a 4760 feeder to
finish to 5587 wean to finish. No other changes have been made.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Paradise Hill Farm Facility AWS310086
Owner: Earth Right, Inc
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: .Earth Right, Inc
Signature: 11--'2/.-)-/
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 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
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.
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 50 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 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

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System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manua!
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant(such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage, Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled_ This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes,and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment-- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following.-
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine}roper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler irrigation system onto nearby cropland;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator, haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate_
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the darn. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure—an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels—high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) \0_'�(D=1D,is-
EMERGENCY MANAGEMENT SERVICES (EMS) Cep,zato-�1�D
SOIL AND WATER CONSERVATION DISTRICT (SWCD) q\6_ aSto-
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) CAID- a►1O
COOPERATIVE EXTENSION SERVICE (CES) a►1D--_)r-1tD- Q.►43
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) Purnp wastes to fields at an acceptable rate.
c) Stop all flow 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 cause 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.
D. Leakage from flush systems, houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
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 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 the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters? `
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, t_t.0
b. Contractors Address: P.O. Box 856,Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon(NRCS, Consulting Engineer, etc.)
a. Name: _Kraig Westerbeek
b. Phone: [phone]
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-
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation (✓Maintain vegetativa wntrol along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids In filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11, 1996
10

Dry Manure Handling Accumulations of animal (}Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
(}Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signat
ill-1-
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, INC 27695-7613
AMIC--November 11, 1996
11

Swine Farm Waste Management-Odor Control Checklist Permit No.: "g
• b-Zl
INSTRUCTIONS FOR USE Owner Signature-
a:
dj�;;Eft
♦Odor Control Checklist is required by General Statute 143-215.10CJe)(1)
•Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAW MP.
♦Items in bold or pre-selected are required.
♦Add any site-specific details related to the selected 8MPs
• Include any other odor control measures not listed
♦ NOTE: Not all SMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/source BIY11P Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
•Swine Production ❑Maintain vegetative or wooded buffers at or •Traps dust and gases,provides dilution
near property boundary and visual screening
•May require third party input/approval
• Improper drainage ❑Grade and landscape so water drains away •Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic a Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑Other BMPs-please describe
MORTALITY MANAGEMENT
♦Carcass ® Dispose of mortality using method approved •Required by statute and permit
Decomposition by NCDA&CS State Veterinarian.Manage •May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s),
❑ Put carcasses in refrigerated(or freezer)dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for •Reduce odors by complete Incineration
complete combustion.
❑Other BMPs-please describe
Swine AMOC Page 1 of 6 APPROVED-7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: 3'1-
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
• Flush tanks ❑Install flush tank covers •Pit-Flush systems
•Odorous Gases ❑Flush pits at least 4 times per day •Pit-flush systems
•Partial microbial ❑ Empty pits at least once every 7 days a Pit-recharge or"pull-plug"systems
decomposition ❑Underfloor flush with pit ventilation
•Agitation of wastes ❑Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
Junction box
❑Install sump tank covers for lift stations
•Ammonia ❑Flush/recharge with treated effluent
❑Treat waste in pits with proven biological or •Monitor for any solids accumulation in pit
chemical additive
❑Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
•Manure covered 11"s ❑Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
•Odorous Gases []Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑Keep floors dry .Aids in animal cleanliness
❑Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: .3 �-
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
•Dust ❑Clean fans regularly—specify frequency
♦Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑Treat barn exhaust •Examples:biofilters,wet scrubbing,windbreaks
e May reduce ventilation rate depending on method
❑Other SMPs—please describe
HOUSE/BARN—FEED
♦Dust ❑ Install feed covers
♦Adsorbed Gases ®Keep outdoor feed storage covered except •Required by rule 15A NCAC 02D.1802
When rocessary to add/remove feed
0 Minimize free-fall height of dry feed
❑Install feed delivery downspout extenders
to the feed covers
❑Remove spoiled/unusable feed on regular basis
❑Feed pellets instead of dry meal •May require third party input/approval
❑Use feed additives •May require third party Inputlapproval
a Ammonia ❑ Use feed reduced crude protein diet •May require third party input/approval
❑Other BM Ps—please describe
HOUSE/BARN—GENERAL
• Dust ❑ Install temperature and humidity sensors •Maintain relative humidity at 40 to 65%
• Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: 3 �- We
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
• Volatile Gases ®Maintain Proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑Extend discharge point of pipe to below lagoon •Use caution not to scour or damage lagoon liner
liquid level
❑Maintain proper surface area-to-volume ratio
❑Use correct lagoon start-up procedures
❑Aerate for odor control
®Manage sludge levels based on annual sludge
survey as required by permit
❑Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑Install/use solids separation system
❑ Use proven biological or chemical additives •Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or •Methane can be flared if not utilized
anaerobic digester
❑Other BMPs—please describe
LAND APPLICATION
♦Odorous gases ®Perform land application In accordance with
CAWMP
♦Wind drift ®Pump intake near lagoon surface a Required by rule 1SA NCAC 02D.1g02
❑Pump from second stage lagoon
❑ Follow good neighbor polity .Avoid application on known weekends,
special days,or holidays/eves if possible
❑Operate at minimum recommended pressure
❑ increase setbacks beyond those required by
statute,rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Swine Farm Waste Management-Odor Control Checklist Permit No.: S �- '�(o
Cause/Souree 8MP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION(CONTINUED)
❑Apply during favorable wind conditions, •Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑When possible,apply waste mid-morning to •Allows For better vertical dissipation of odor
late-afternoon
❑For traveling guns,use taper-ring or taper-bore •Less odor and drift than ring nozzles
nozzles
❑For traveling guns,use largest-available nozzle
that provides acceptable application uniformity
❑Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑Use hose-drag system
❑Use injection method for waste application
❑Other BMPs-please describe
SLUDGE DISPOSAL
•Odorous gases ❑Transport sludge in covered vehicles or tankers
❑Apply in thin,uniform layers •Speeds drying and prevents ponding
❑Incorporate land-applied sludge as soon as •Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑Use injection method for sludge application
❑Dewater sludge prior to application
❑Use alternatives to land application,such as
compost,gasification,energy generation,etc.
❑Other BMPs-please describe
Swine AMOC Page S of 6 APPROVED-7/2S/2024

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Toot(AMPAT) www.extension.iastate.edu/ampat/
AHG-539-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83-Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88-Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-98-Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet-Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet-Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 3S9-Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380-Windbreak/Shelterbeit Establishment www.nres.udsa.gov
NC NRCS Standard 422-Hedgerow Planting www.nres.iAdsa.gov
NC NRCS Standard 442-Sprinkler System www.nrcs.Ltdsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Ffies;PRO1071995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED-7/25/2019

version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.1064O3). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
a D A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached),
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 �
Signature of Farm Owner/Manag 6ate
Signature of Technical Specialist Date