710074_Permit Renewal Application 2019_20190410

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, 2019, 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, 2019.
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. Farm Number: 71-0074 Certificate Of Coverage Number: AWS710074
2. Facility Name: J R Farm
3. Landowner's Name (same as on the Waste Management Plan): Rand). Riverbark
4. Landowner's Mailing Address: 1704 Lamb Rd
City: Willard State: NC Zip: 28478
Telephone Number: 910-471-9471 Ext. E-mail:
5. Facility's Physical Address: 891 Van Eden Rd
City: Watha State: NC Zip: 28478
6. County where Facility is located: Pender
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): Jonathan Michael Rivenbark Phone No.: 910-471-9472 OIC #: 1002636
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 5,200
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
RE(.r, t:.
APR 0 9 2019
Water Quality
Regional Operations Secd011

ROY COOPER
Governor
MICHAEL 5. REGAN
Secretor
L1NDA CULPEPPER
pirrctau
Randy Riverbark
J R Farm
1704 Lamb Rd
Willard, NC 28478
NORTH CAROLINA
Environmental Quality
February 27, 2019
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits.
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure our continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed ou will find a "Request for Certificate of Coverage Facilin Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned b‘ April 3, 2019.
Please note that you must include one (11 copv of the Certified Animal Waste Management Plan (CAWMP) with the
completed and sieved application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files - AWS710074
Murphy -Brown LLC
rBK' Ca'. r Deoastts:r•t f Er' r7^rerts {lea 2} 1 D vs a^ of Y'atr Rz r *�
$1s^ ly. s sir o at. 1 1538 boa 5asv :erter) Ra Q g*, t� rEr a e ^s 27s�t -iffi6
N9819.7372 33

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
fq
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
JENNI 1
! zi if
e:/1.41
3 G 76)
19.50
JENNI 2
% / 1 4
�
C (r _11
4.
19.50
f3z
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned 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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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 retumed to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
Title: ApeYiG/`
Date: Fg-t —/5
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal@ncd en r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Operator:JENNI SITE #1 County: PENDER Date: 10/13/94
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : 0
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
180.0
135.0
103.9
93.9
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 174.0 129.0 9.0
AREA OF TOP
LENGTH * WIDTH =
174.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
120.0 75.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
147.0 102.0
22446 (AREA OF TOP)
9000 (AREA OF BOTTOM)
59976 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
22446.0 59976.0 9000.0
* DEPTH/6
1.5
Total Designed Volume Available = 137133 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.0 135.0 24300.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 24300.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
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 rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14175.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume =
7.0 inches / 12 inches per foot * DA
Volume = 14175.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 14175 cubic feet
5D. 14175 cubic feet
TOTAL 47398 cubic feet
6. SUMMARY
Temporary storage period
Rainfall in e�Ccess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
>
>
> 180 days
7.0 inches
7.0 inches
> 1.0 feet
> 3.0 : 1
> 180.0 feet
> 135.0 feet
> 103.9 feet
> 93.9 feet
> 125398 cu. ft. *
> 137133 cu. ft. *
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume
Volume at stop pumping elevation >
Start pumping elev. >
>
98.0 feet
100.2 feet
98.0 feet
99.9 feet
78000 cu. ft.
82919 cu. ft.
102.0 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 122958 cu. ft.
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY:
DATE:
> 117659 cu. ft.
> 33223 cu. ft.
> 34740 cu. ft.
APPROVED BY: I
DATE: f I- 9-q4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
,140

0pr-_r:).tor:JENNI SITE 44-2 County: PrNDER Date: 10/13/94
Distance to nearest residence (other than owner): 1500.0 feet.
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow' to finish) x 1417 lbs.
O sows (far o-w to feeder) .. 522 lbs.
head (finishing only) 135 lbs.
0 so'•;s (farrow to wean) 433 lbs.
2600 head (wean to feeder) 30 lbs.
Describe other .
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
O lbs
0 lbs
O lbs
0 lb.
78000 lbs
0
78000 lbs
Volume = 73000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW - 1 CF/lb. ALW
Volume = 78000 cubic feet.
2. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet.
1. TOTAL DESIGNED VOLUME
Inside top length (feet.) -- 180.0
Inside top width (feet).__... __..__.........___._..---_...._._... 135.0
Top of dike elevation (feet) ---- - 104.4
Bottom of lagoon elevation (feet) -- 94.4
Freeboard (feet) -- --__._._...._.._...__..-• 1.0
Side slope, insid. lagoon)- 3.0 • 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH iTIDTH DEPTH
3.0 3.0 3.0 3.0 174.0 129.0 9.0
AREA OF TOr
LENGTH * WIDTH --
174.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
120.0 75.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
147.0 102.0
22446 (AREA OF TOP)
9000 (AREA OF BOTTOM)
59976 (AREA OF MIDSECTION * 4)
CU. FT. ,. [AREA TOP + (4*AP.EA MIDSECTION) i• AREA BOTTOM] DEPTH/C
22446.0 59976.0 9000.0 1.5
Total Designed Volume Availabl,= = 137133 CU. FT.

5. TEMPORAP,Y STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
180.0 135.0 24300.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 24300.0 square feet,
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Describe this area.
Volume - 78000 lbs. ALW/135 1b-s. ALW * 1.37 gal/day 180 clays
Volume = 142480 gals. or 19048.1 cubic feet
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 at.o:cage/7.48 gallons
per CF
Volume = 0.0 cubic. feet
Sr. Volume 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 / 12 inches per foot.
Volume 14175.0 cubic feet

5D. Volume of 25 year 24 hour storm
Volume - 7.0 inches / 12 inches per foot DA
Volume 14175.0 cubic feet.
TOTAL REQUIRED TEMPORARY STORAGE
5A, 19048 cubic feet
5B. 0 cubic feet
5C. 14175 cubic feet
5D. 14175 cubic feet
TOTAL 47398 cubic feet
F. SUMMARY
Temporary storage period--------= ___= => 180 days
Rainfall in excess of evaporation __ - _> 7.0 inches:
25 year - 24 hour rainfall---- _=_-_ _ =__. 7.0 inches
1.0 feet.
Side slopes====-- -_.......... __..._ 3.0 : 1
Inside top length=.=::_ :_:_____:_::_ _ .:..:.-_.:_,:::.:.:> 130.0 feet
Inside top ▪ 135.0 feet
Top of dike 104,4 feet
Bottom of lagoon elevation-------- --___- -= _> 94.4 feet
Total required volume=- :-:-:_::-=-:::-. :_:-- - ,_ • 125398 cu. ft.
Actual design volume- - -:- _= - : _ :--=-::=_> 137133 cu. ft. *
Seasonal high watertable elevation (SHWT)= M-> 0.0 feet.
Stop pumping elev.==-=:::--: __=--=--::-._-=:_-__=> 100.7 feet
Must be> or .:: to the SHl•1T elev.==-=: ::=-:-:T 0.0 feet
Must. he > or - to min. req. treatment ei.=> 100.4 feet
Required minimum treatment 78000 cu. ft.
Volume at stop pumping elevation: :.:_:::.:::_=-> 82919 cu. ft.
Start pumping e1ev.:::::-:_:_:._:_:___ _-_:.:::::.:::_.::-_ :::_ 102.5 feet. *
Must he at bottom of freeboard & 25 yr. rainfall
Actual volume less 2!.3 yr. 24 hr. rainfall--> 122953 cu. ft.
Volume at start pumping elevation --====_=> 117659 cu. ft.
Required volume to be primped- = :: _ -- -.-_: =: 33223 cu. ft.
Actual volume planned to be pumped--------- 34740 cu. ft.
Min. thickness of soil liner when r-equi__ed 1..5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE: IN - 7- 14
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

• 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
O O
O O
El El
Elo
El El
El El
El
G
Version —November 26, 2018
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.106-403). 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 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.
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 opinioniof the State Veterinarian, would make possible
the salvage ofpart 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 inactivated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be4done 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 temporyecedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Sig
• Date
Ye 3 //
ature of Technical Specialist Date

4/3/2019
891 Van Eden Rd - Google Maps
Maps 891 Van Eden Rd
Imagery ©2019 Google, Map data ©2019 Google 500 ft
https://www.goog!e.com/maps/place/891+Van+Eden+Rd,+Watha,+NC+28478/@34.6276512, 77.9488491,1191m/data=!3m1!1e3!4m5!3m4!1s0x89ab... 1/1

Vlif
Nutrient Management Plan For Animal Waste Utilization
08-09-2018
This plan has been prepared for:
Jonathan Rivenbark #2
J Rivenbark
9507 Panderlea Hwy
Willard, NC 28478
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services Inc.
PO Box 338
Harrells, N 28444
(910)385- 456
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the 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.
?/' /49
r
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: L
J 1 tY
Technical Specialist Signature Date
Preview Database Version 3.1 Date Printed: 08-09-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid
Swine Nursery Lagoon Liquid
capacities of approximately 180
993,200 gals/year by
production facility has
a 5,200 animal
waste generated
operation. This
days.
waste storage
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2288
Incorporated
3929
Injected
4326
Irrigated
2486
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
2,486
6173
-3,687
2,465,798
-1,472,598
Year 2
2,486
7886
-5,400
3,150,023
-2,156,823
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
110557 Database Version 3.1 Date Printed: 01-08-2018 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
1.1 seable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1989
1
2.3i1
2.30
N/A
Liddell
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manumit Double Crop
35 bu.
1989
10
1_60
1.60
N/A
Liddell
Corn, Grain _
w 125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
11
2.50
2.50
N/A
Liddell
Com, Gram
125 bu
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
12
2.50
2.50
N/A
Liddell
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
2
4.00
4.00
N/A
Liddell
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
3
4.40
4.40
N/A
Liddell
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
4
4.60
4.60
N/A
Liddell
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
r
Soybeans, Manured, Double Crop
35 bu.
1989
5
4.70
4.70
N/A
Liddell
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35-bu.
1989
6
4.00
4.00
N/A
Liddell
Com, Grain
125 bu.
w
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
7
4.70
4.70
N/A
Liddell
Coro, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
8
4.00
4.00
N/A
Liddell
Com, Grain
125 bu.
110557
Database Version 3.1 Date Printed 1/8/2018
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
i seable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
1989
9
1.10
1.10
N/A
Liddell
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS:
40.40 40.40
LI
Potential Leaching.
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<-10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone_
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are 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).
110557
Database Version 3.1 Date Printed 1/8/2018
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake,
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Tras:l
1989
Field
Source
1D
S5
Soil Series
Liddell
Total
Acres
2.30
Use,
Acres
2.30
Corn, Grain
•
Crop
RYE
125 bu.
Applic.
Period
2/15-6/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
132
0
20
Applic,
Method
Irrig,
1989
S5
Liddell
2.30
2.30
Wheat, Grain
55 bu.
9/1.4/30
102
0
0
Irrig.
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
1989
10
10
11
11.
12
12
2
2
3
3
4
4
5
5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
1.60
1.60
2.50
2.50
2.50
2.50
4.00
4.00
4.40
4.40
4.60
4,60
4.70
4,70
1.60
1.60
2.50
2.50
2.50
2,50
4.00
4,00
4.40
4.40
4,60
4.60
4.70
4,70
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
125 bu.
55 bu.
125 bu.
55 bu.
125 bu.
55 bu.
125 bu,
55 bu.
125 bu.
55 bu.
125 bu,
55 bu.
125 bu.
55 bu.
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
132
102
132
102
132
102
132
102
132
102
132
102
132
102
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
0
20
0
20
0
20
0
20
0
20
0
20
0
Irrig.
Irrig.
Irrig.
Irrig.
lrrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig,
Irrig,
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
112
44,74
0.00
102.90
0.00
41
16.30
0.00
37.48
0.00
112
44,74
0.00
71.58
0.00
41
16.30
0.00
26.08
0.00
112
44.74
0.00
111.84
0.00
41
16.30
0.00
40.74
0.00
112
44.74
0.00
111.84
0.00
41
16.30
0.00
40.74
0.00
112
44.74
0.00
178.95
0.00
41
16.30
0.00
65.19
0.00
112
44.74
0.00
196.85
0.00
41
16.30
0.00
71,71
0.00
112
44.74
0.00
205,79
0.00
41
16,30
0.00
74,97
0.00
112
44,74
0.00
210.27
0.00
41
16.30
0.00
76.60
0.00
110557 Database Version 3.1 Date Printed: 1/8/2018 WUT Page 1 of 4

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm,
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
_ Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1989
6
55
Liddell
4,00
4.00
Corn, Grain
125 bu.
2/15-6/30
132
0
20
Irrig.
112
44.74
0.00
178,95
0.00
1989
6
55
Liddell
4.00
4,00
Wheat, Grain
55 bu.
9/1-4/30
102
0
0
brig.
41
16,30
0.00
65.19
0.00
1989
7
55
Liddell
4.70
4.70
Corn, Grain
125 bu,
2/15-6/30
132
0
20
Irrig.
112
44.74
0.00
210.27
0.00
1989
7
55
Liddell
4.70
4.70
Wheat, Grain
55 bu,
9/1-4/30
102
0
0
brig.
41
16.30
0.00
76.60
0.00
1989
8
SS
Liddell
4.00
4.00
Corn, Grain
125 bu.
2/15-6/30
132
0
20
brig.
112
44.74
0.00
178,95
0.00
1989
8
SS
Liddell
4.00
4.00
Wheat, Grain
55 bu.
9/1-4/30
102
0
0
brig.
41
16.30
0.00
65.19
0.00
1989
9
55
Liddell
1,10
1,10
Corn, Grain
125 bu.
2/15-6/30
132
0
20
brig.
112
44.74
0.00
49.21
0.00
1989
9
55
Liddell
1.10
1.10
Wheat, Grain
55 bu.
9/1-4/30
102
0
0
Irrig.
41
16,30
0,00
17.93
0.00
Total App
ied, 1000 gallons
2,465.80
993,207„,:
,;, • ` wv:*a•`w
:;
Total Produced, 1000 gallons
Balance, 1000 gallons
-1,472 60
.•r,
Total Applied, tons
0,00
Total Produced, tons
0.00
Balance, tons
0,00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
110557 Database Version 3.1 Date Printed: 1/8/2018
WUT Page 2 of 4

Waste Utilization Table Year 2
Tract
1989
1989
1989
1989
1989.
1989
1989
1989
Field
1
1
10
10
11
11
:12
12
Source
ID
S5
S5
S5
S5
S5
S5
S5
S5
Soil Series
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Total
Acres
2.30
2.30
1,60
1.60
2.50
2.50
2.50
2.50
Use.
Acres
2.30
2,30
1.60
1.60
2.50
2.50
2.50
2.50
Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
RYE
Ai-
55 bu.
35 bu.
55 bu.
35 N.
55 bu.
35 bu.
55 bu.
35 bu.
Applic.
Period
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert,
Nutrient
Applied
(Ibs/A)
Res,
(lbs/A)
N
102
134
102
134
102
134
102
134
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
1989
1989
r
1989
1989.
1989
1989
1989
1989
1989
1989
1989
I989
1989
1989
2
2
3
3
4
4
5
5
6
6
7
7
8
8
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
Liddell
4,00
4.00
4.40
4,40
4.60
4.60
4,70
4.70
4,00
4.00
4.70
4.70
4.00
4.00
4,00
4.00
4.40
4,40
4.60
4,60
4.70
4.70
4,00
4.00
4,70
4.70
4.00
4.00
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
55 bu,
35 bu.
55 bu.
35 bu.
55 bu.
35 bu,
55 bu.
35 bu.
55 bu.
35 bu.
55 bu.
35 bu.
55 bu.
35 bu.
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1.-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
102
134
102
134
102
134
102
134
102
134
102
134
102
134
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
- Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
61
24,45
0.00
56.23
0.00
134
53,53
0.00
123.11
0.00
61
24.45
0.00
39,11
0.00,
134
53.53
0.00
$5.64
0.00
61
24.45
0.00
61.11
0.00
134
53.53
0.00
133.81
0.00
61
24.45
0.00
61.11
0.00
134
53.53
0.00
133.81
0.00
61
24.45
0.00
97.78
0.00
134
53.53
0.00
214.10
0.00
61
24.45
0.00
107.56
0.00
134
53.53
0.00
235.51
0.00
61
24.45
0.00
112.45
0.00
134
53.53
0.00
246.22
0.00
61
24,45
0,00
114.90
0.00
134
53.53
0.00
251.57
0.00
61
24.45
0,00
97.78
0.00
134
53.53
0.00
214,1.0
0.00
61
24.45
0.00
114.90
0.00
134
53.53
0.00
251.57
0.00
61
24.45
0.00
97.78
0.00
134
33.53
0.00
214,10
0.00
110557 Database Version 3.1
Date Printed: 1/8/2018
W UT Page 3 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
_
Apple.
Method ,
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
' Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Feld)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1989.
9
S5
Liddell
1.10
1.10
Wheat, Grain
55 bu.
9/1-4/30
102
0
0
1
lnig.
61
24.45
0,00
26.89
r
I
0.00
1989
9
S5
Liddell
1.10
1.10
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
134
0
0
Irrig.
134
53.53
0.00
58.88
0.00
Total Applied, 1000 gallons
3,150.02
.,, .=
:'i
Total Produced, 1000 gallons
993 20
i
r,
Balance, 1000 gallons
-2,156.82
;,•
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1, In the tract column, — symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
110557 Database Version 3.1
Date Printed: 1/8/2018 WUT Page 4 of 4

The Irigation Application Factors for each field in this plan are shown in the following table. infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1989
1
Liddell
0.40
1.0
1989
10
Liddell
0.40
1.0
1989
11
Liddell
0.40
i
1.0
1989
12
Liddell
0.40
1.0
1989
2
Liddell
0.40
1.0
1989
3
Liddell
0.40
1.0
1989
4
Liddell
0.40
1.0
1989
5
Liddell
0.40
1.0
1989
6
Liddell
0.40
1.0
1989
7
Liddell
0.40
1.0
1989
8
Liddell
0.40
1.0
1989
9
Liddell
0.40
1.0
APR 092019
WaterQuality
Regional ©peratlonsSection
110557 Database Version 3.1 Date Printed 1/8/2018
NOTE: Symbol * means user entered data
IAF Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
e
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
133
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
i
8
118
1
9
148
1
10
177
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
110557 Database Version 3.1 Date Printed: 01-08-2018 Capacity Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. if this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
5 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
1124
26.47
39_71
Hay 6 ton R.Y.E.
300
26.32
6.62
13.24
19.85
Soybean 40 bu
160
14.04
12.41
24.82
37.22
110557 Database Version 3.1 Date Printed: 01-08-2018 Sludge Page 1 of 1

Crop Notes
The following crop note applies to field(s): 1, 10, 11, 12, 2, 3, 4, 5, 6, 7, 8, 9
Corn CP, Organic Soils
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 10, 11, 12, 2, 3, 4, 5, 6, 7, 8, 9
Wheat: Coastal Plain, Organic Soils
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months ofFebruary-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
110557 Database Version 3.1 Date Printed: 01-08-2018 Crop Note Page 1 of 2

The following crop note applies to field(s): 1,10, 11, 12, 2, 3, 4, 5, 6, 7, 8, 9
Double -Crop Soybeans, Coastal Plain_ Organic Soils
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilting soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. For soils such as phosphorus
should be applied at planting as phosphorus will leach from these soils_ Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
110557 Database Version 3.1 Date Printed: 01-08-2018 Crop Note Page 2 of 2

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.
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 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.
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
peryear. 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 by 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).
110557 Database Version 3.1 Date Printed: 1/8/2018 Specification Page 1

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 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.
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 that 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.
110557 Database Version 3.1 Date Printed: 1/8/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
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 washdown 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.
110557 Database Version 3.1 Date Printed: 1/8/2018 Specification Page 3

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.
110557 Database Version 3.1 Date Printed: 1/8/2018 Specification Page 4

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ l�— ? -72(y-
EMERGENCY MANAGEMENT SYSTEM 4 /0 BSc — / t c
SWCD . 9(0 a 5 g —/ zvv
NRCS °V/P5-5-/��
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 NRCS office for advice/technical assistance phone number - - .
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs 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:
b. Contractors Address:
c. Contractors Phone:
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. 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.
3 December 18, 1996

OPERATION & MAINTENANCE PLAN
- iiv*'er lagoon liquid rnz-nag _rent Sis iE.: L� ayear-roundiorti'especially
.mow +�:..- �_' +_ {i t�
�,�: iG i"_3^,G' � :hat G' uG not have problems -c.. t� a.ta.:...
i ' 'ice: i i i' { .•ark r.+.r:s..r.i-.af�.a.- .
iaxi '• •.Um or capacity Si 1Jrt G �e aLa.".ailiaie air the ia•_gt�cn for zrices when _mot tne•
•
+� w• /•1S ! }+f�i'�i�- :iCf3i:t t{t!a �. C_.]j or when t --frre
•at::,� croo is ct-, ar•-:.(SUC i as win rl fiiZ'i �s�i
i `
r•r.. iblem- di- ne ext eo - ice' a'�G
.2 a.�U
such
aj,. thunderstorm
raaer'.a �Casor sr'C rt} r.Vt=r This 1re-e2
&-v.^ •-aa `n CL�.r ::iS such as ne .flu der_tor c it �� asi� �l.�i ct:.. I.itaiG. ..
��:..: tiV�.�a iGa. .
. r 2 iy s a'ZT tI Interlkar i s3rit 7. it ri`iation according. to
i..a . t:. ri .•� 3i�a"� �� plant ,<7 t-•�t� in i i� i�a Tti •a.ti..,l .. +r...�
viC:.♦ �av a a. ..
e' pla-"t snouiC nc r ^ a w i le ne • t �i3-_ i�. ��. iS e : r, IC
Cs ~��� T *r�� ��i�i• �ii ai: i�
..�.y� - - at i - t.! ..lRst t.r iE t .. ..tt
.i �a space :`�Iia.�1S ?i� uric iGt on To i.i.rrr. wet
-.s-trI This ;Ana �"i�.�p <<.�,'�"_ =
itr't.t.-.- a .. - - t a•
=i i tete i r.7a—n =:J�-a tV z i t'- 5=vc o should tc �+::_ : _�e� cciv to the
Gc�i..^x. a z - _� w •b.-
maintain t' Evw�i �ii Sac::uitr i1�
iiiasic =`yp i SrR 1 yl �� <•iicycv:or Zj�=Fk�! aLGr r--- �..
r:t '• the iaaoc clot- to the. minimum itr.`<:_c ie°iei as long d:. the weatheren . r a=
��ii .LG:.. ..ri lac :.i• a_ t�
utilizafon plan ": allow it.
a77 t 3 its
G .v ••• ••
v - t ! i O! r. '
fit ` ::r°y tur it 1 ie tGgvfi'zi has ie-L �e.a its ..:r^-i._' tit stores -a ..G1G\.:i :before_
YCi:....-, e - _ _ - �.rtwi. fi ralr•wr• !-
r t j v t rav room :Or sloe Z..a =(cess e\ ae` L�--irri �:•...t.r _ s
;_���•a toes not _ .. - '}_ -- 7�`..;tC:.:r �•^'�'� i5 � .�^-�' F'it �i
or t o 'r^"'; s:.e lagoon I ;.' :any r «Gr t o :: evi 3 tit., i :o i v c a o
� _ ..i1t4 1: v- -
i..w -7d sub €C to pe_ia! _y action.
-
_S.G:� Iw r- t .
e
_tt� C -rai...e
u..`:.t
'...s-. ; nr...�,. G :�Ge'�is".-t.i i::vo .... the f` J! 1Gjf1Tt: s'
It Gi.:LC+:G ,,,
+ii ai aL-...=tar c.- of a vys.-_a:ive. cover e: for the darn_
e_; ;ie or cooi:':ar:'i:: c� �:::.cl=i =a- are the most common vec•etz-iti'vt..
. s
cCv_rs Tne v�.s.a- :...ciao: i t.nou c be fertilized -each vearr if Gee ed ylto
Maintain vigCr3L stand.. Th amount of ieji,,ti�.�'-.r a✓Di,e yrioi.1.0 o=
a:.ccC:cn:: - The Z`.itt a...i .
based an a -�^.itls tes:,-n::' in the event that it :s not practice! to ob:a1r:
a soilseach ar the is oon etit<bankrnent a fl irroundir e G ems...
S{ with �( �a r� {f :l !. CS i t or
3,iouiti be.. ler+ i iz =i �. Ili h 800 pounds per ace of +C •r--t f
eq::ii:G' I?i. Ti-:..¢ a i a rw si .Z -ed haria+ -.J�'
i :iEt1 tw`.i fL+ is �G� alf: ill taiG i4�t.tC iC -•t.:-i i- _
clone
oy -.-lo 'l: inC sarayin , Gr aid -a-, c rcp_ti tgi o G cal. •.v •-a
l..tJiia- , - .
. tilecz Y c .ces -•y. - _.c'.rid be clone ..� ieac once = �yea1 an::
r.ras b1y twice ir, vea. th_t .S:eafner C:ond;.tion_s a:.. �vorao:e .vr
e r aV Y �ie�='_a;::`ia C-o r_:i.
i� w ,.t
all
to
OTE: it 1:*�:..d_iCr i_ c,n:rol:=.a :i tV.v_ t-•-•• _r _ _ _ _•fr.iL be t * - -tee
�y. T !
:a in he • •rco•a rat G_C -e
_i a icG"G:, lrYcae�< � i.ci-ieric=t3 �,:::iu iiG :it t is asG'�.-r _ ! L: ...••
to
i•-`aiw� tti.il lit
r.i.� -� Gr1a a or -i cut'.,. rude a.i s.�a..! t tail: y
�.erc� i�:3ir�: .
i - lagoon and at t^GJZ I.ant t leono arzer rhajc' ra nip;t and st3rr!a-mnai. IT.-1-'MS- to hC
checked
_iL::.'ti .t' C4'.=C?? 3L G mini;'. , the
//aa��//��r
�:~je5••"•'1ook ,Ur:
1 pr�� rr
F < Z �.,,t G. r�.t.ilrt l of 1,.,i•n i-
I. cracks t^.or -1 t."..yaas. -
3. aCC::m::{a on of salts ^: r :i;e'-•-
overall condition c pipes

Lagoon surface —look for:
undesirable vegetative -.,
fis rltisth
fioaain� or lodged_ debris
` en --took
ilia¢ Km for: _
-
1. G%7. dement, crP..ckinc, 'jug'
Olf..5s
•=- s:d S;�:trPe s;a itiry— L, or '
3. damp :,::ice=s
wet or camp areas on the bark slope
_4. : erosion due to lack or vegetation or•cc _
rode. ji ll'rn n� =� a:.•iI away. ��a -{icit
�. iiv•.
V ~
La G;r lagoons may be subject to iirt=_r 4. s�
',Vint -IS c•°�i.c,.. �:..::c to wave y� t:s i caused iZEi s:rQ. tC
er;tlrt=. i naiCVvalt�e ,�"e.'2 E*"`t.sie the t-_
A y 44 th lagoon i w than .i-.� r.. 1 :.
good st�eSs o: s Q�..C:rds� will reduce hpotential
a+�i ie - �-•, 7et'i€�iti�� the sia��s:. -�G:';.
e ✓oie: i Car--
-vta' a anion cause= serious dezna`e to a lagoon si a 2• damage :w i1/ Lilo,, c .�_iv i• i'
?..t3 2..v rrcujce ', ,., t iG i��a�ti:t-Git1y•iri ;"a t Q Ara; .�-..
- - - .::.k the wave impac"'t -, •G��� :C� ya
of thesefeatu-e5 i.�..ui t s t' Gr^-rat w�ci .
aA^{{t r,. : ��.+ s should
.s-�iJ'_. _ Vv��;;:'t-ram. `.'s• r... �- �-
..t. C.rL�viai.ii "7C itJ C:.-:l1�tFr,. call _ i=.ti :. ::s.. a G'vdr� Gt 'yJJi' ii
r� �-'r t =� cC. an ao"'.ro^ria:P ex -
y��ur.�.'.:Vi. of waster� [1-n..ta=: iGi#:i:�_r `!:'iaY; � _.`� C�- ••
t ;con . You nay 'e i nr
�: itr' CrrII discharge. However,.
Wit',* - - iu,� a :e^i;iGrCrli ii> if the,. i� a ail.`'_
C..i� .�:.a.ri sioweve' permanent_ . _ ... ..i: i
`�'�• ;f"7i expert. T t- vii,i~ J� :�'tt_�`�``L+-� h�i C
technical i ex Any digging into 2 lagoon dart withheavyi^aa eiserioi
ts
unci'e'i. king with t ieTtial iy serious consequences -and should
nvt t-..e c^rdi era unlessrecomi£:dcd by an appropriate totnica xpe t.
a sf Pumps --check for proper operation o a
1. recycling purnps
'
7. irrigation ntt;mos
Check for leaks, loose fittings, and overall pump operation_ An unusually i Ud in
noise, or a large amount or ioratio i -mav indicate tr-� the pump Gt.3 a grinding
rep! n t _ t� .. :3 'Tr, ': it "`:mot` or 'LrC:: or
s� t t?L�ii t.. ..
n ;'�. .,sgl.yi w.- -ir
NOT::: Pas oins.. sv5itirnt should be .ntbCcted and oriel atem, -t^ h er oug.� •'
f.• �•'Li'!^ �aai� "surprised" . _, c -- so .tt6. �c�.t...
are hot ,..,ran ! b equipment failure. You _ �GI.L;:Fii,C- i. i t1i,.. should �.�r....�... y� r�
...L¢.ri/ maintenance r"ii ar� a u [+. Ji_ai l�..i�i� �:.i �r Ji.^tC
_y a time when- your lagoon is. at its a.._ t w a. Tilt i \ a
e
e irre c..lc i aior re airs be rCftt,_n i_ Ha • nearly {- i Cat thw v=are
tn think
� r.,,..t Having r.• a� � i:i_ �� :: i5 �i �+'G
your
.stabout .{f: ,,.i g, repairing ing , or bcri owin - pumps.
- _
l�il t�f it iC..it�-�.. rs lagoon °ti Gr :�.rote- �' TL. 5. {� i:..rjt�. ii `+�f i�i lC r:Q:f :� full,
pai..7 or pumps. 't__... ani:- Q-'.Lis of spare
Suf a.R..eYirater diversion
features are ciesigndiCa►•- .
surf —.
La;nagwaters (such as Y nofrooT drainaz.and parkinglottno_f) . _
away from
ma's r`-` or � t ro[�T i=y:+v: t �� C�:'lai :ir'i+.Se'+�
t atrnas- O a str`_ c ura . he era that should be
coming r'om your tas.00n is that whi& comes 'r r [[ t `
t a � } t. ar% �'.rt..:.` flushing
'_`•0.a —nr.`.a) system pipes and the rainfa. 3 that hits tr..a=DO., i_
You should inspect. your' :te:-sioi system for the ; _
adeq ate vergeration J.
y• ctv= rston capacity
iCc- perm t �-c='-

Practice water conservation —minimize building wEte ucece and
fro.71 leaking wa e.. sj brok- n pines ar:.�.-. was down t=i ouc-n
proper aiiw.i tena:.l.e and v =:er conservation.
rr=:im:ze feed wa ta e•a d 5 tiiiaE b keepr: x 'eQ'jers Cujrx^�� . i is
%% r'A.L z ;':e amount or 3oi ds e e :iig a tar -Loon
ManaseS:tent.
;mar, la-o,fo+ 1' [.�` ; ar; p mare-_ - e `ev
�'iC'.iia 2l a .f+fii t:c.st.i 1CV�i LJe�Y1i... .et� jJ�{_._Gt•__ t �.�iae�+- t�.aei and
it rrl RAt'virt '"'S -,t t■^Ga I V !
nGa..e .sor 5:Q.iCi the. vbG%t to 3r'a3Yti La:e
i..''""r"1i i IV and the -naxiraum : i+T.t' d ievzr i tia. aM 7-1).
r:i; irrigating xin at the e3.-:ie3z p: a=:big ca e ::i fr..e �"'rEn based ri
t
t ' r.t r..n �►...+. soli r+.!ttst' r.". that
+�;-,+-a r.,•`n r c,-ate►ge
~ia?a S�'c 5- s �=.j'�i: �.c i'�:!.,5 and ��ii 1..L _t .� 3S� l
1o: the summer t: lu:aCa;': jaa'7r:'.'_="=asv::.irrigate in CIF; tr.:Lc:
-----•-- a- -. �rrv`'i:Cle a: an:.ra:ti:
sors.= .or r',e_ a ==r
i he is cos t ie47 tbG ilw5�r is a_ 1 foot to th—= I west
t _
y.,... a. of the dam or
notlevel l^ry a rag€
Do pump the lagoon liquid v ci�€'-� ;a-ie �ertiaLfivlci
level unless you &e removing sludge.
Locate float p r intakes a.paroxirr.at :y 18 inchesunderneath the liquid
.'.'S as far away from the dara_n ipe inlets a- pos ibl e.
Prevent e.:`E zCvca:CCr3 - : e='�r'i eC i'e:ai_ _, rfl`;;G =.-'� e3icg" Qi tiZ`•=:s;€t?i-
t e -• •r v - r r t...-.y war. a:. lw...a...r
aa!,:Aced iCd, .��Ct :il� ? {. is :_elf ` . otneer foreign tl a . =aa'.Z tr o the a...:o. .
i-vj S.L� ;•i r& fvee from cG-t i`bas.r s COi...li-::tP...
%vilie:eier .-le Ent
Mnta:n .^.l l4. �fzig .G_F r r ..•.e, and va-ir nt
a.c i .fC
3i a.cems a o:.. «�.,�. .'1g1i... eit.ie: ne-n C?.r. �c�. d.Cla 3t:-..re=? Ca.+:acity
or .: e.cre it :•a i:.i 50 r; . it of the - _.: S 1G • _: .. -.� -Y"s \/�st �'r a"::
r•• Rrc.cu 1c:: i� :c ✓_ .ermtna._ar -•: -r ._ _spr"�M•f l�
•_: tI 1:�. �' a �Y�: i v: ..� tor
4✓-w ►�'T� �'•s .. - T •: _� Li.
3�il
.-:t ia...,, C..ai iai t.r t... _...t. .a./'-.:1� V• •
~.'.t.�t.
G...
net
+
`.ivdge R.elamova.L.
RTR" i.s�n�;+i 1'i�at'� can �.'
i y uaf CJ+ vY.

• proper lagoon si?€rig:
mechanical solids separation of flushed waste,
gravity setting of flushed was solids in an ap^profii1ats• designeri
fanµ wastage and spii;ase. •
gt �t � 1 �-
LasJon sludge that is re':ove-d a n...-aiiy rater than stored tone
• have more nutrients,
olive more oao , an
r ecuire more land to proper.'✓ nutrients.
• techniques:
Hire a custom a chic a_or. -
or
• M:` ee ant.' tago''n iIq'!i d with a �.�opp r-azi a: s�t^t
r iat'e�
pump i i, oug large -Dore spc it kier`-` o a sys:..: n opt:? i t _ic by
a' . sGii incor:,oraia.
:Je.. ate the i i n r A ' of :`•Jc Jn by il:=aGTion c -::L' o+ cop Er c v:
ICi fil ui mix ri:r. l:rgLlg sip^ige (1t:'
�u into{.qViStyi:it�Y. c^.r7.^.Fi ri-.-_". •.c.:`
•
.tf 5or eea-Cl onto -,:1 µoiand or roraeland; and soil :r col po: ace.
Dewater the upper part_ of lagoon by i;.i Lion onto nearby cropland
er
forac=land; rinar a s:ud{ a ircm lagoon with vmi ne or stt:1ce
at area beside lagoon to receive the sludge so that itcuids can Clain back into tagoar; a l ;w siudee Lv dean, a er, i iai l and sp E id 1 i :4 iai.!'re sp,''__i=r
onto cropland or %7.•'ag a d; and soil incorporate_
r' ^c_ iris method, you intS. have the sludge material ar zed for waste
r.���'� � oflustthe as you tAit�i.iiG your lagoon water. The stLidae �i::ii contain different
i' utr "it e.nd me a, values frx-' site liquid_ The application or mg skg i3 fie=^ Y'...i vF:-
t rr•'sed by t theca +�jitrie ell a s any F,reviou5 waste a oli a:ioil_ .o slam €`... and •
ii silt p
r lri, rer.tii•ii. S! - applicatacrrates _ discussed
isc' sedin d•Liail i.Chapter 3.
war t.., -••
.r+j,.. g;:t r2r: eV;;_G seL:ii�e�ivii k3 to .sr ii .a: -.s•
ov the pumper or crag -line operator w:ll ensure that
tne .acoon :ir er terra:^:
'•.a- • ri+' or :- a s'.r peat line: material 4: im?.. �.: sa ry you Snoul'�_.
trdi: '� }�wii i:�C:a ai .1: ��t._i.__ .. .: you }+
t o� a c~i`'it� imi led a e-y a noz I E.;Jrne until you are sure tr.at the sludae can :l .
,+� a line injury. {c the liner is C _:i,"=r^L, - • _-, _ - , soon
C .: tt+Y ..a without i.. _ it St +i : i �?a., .. �� t:t_ i;
+� i F
r i from thelagoon h a. a :':uC-: hia"er phosphor- s and . _=•asap meta! content
rCii/�:�'.. [iL•+i 1C���i-t 1 ' land
-
.1 liquid. a uses et this i .siloti':d pro ..•abl we applied to la.� lei:: iSf�sY ,..t1os is t ._
than liy..iG Because _ . _
and rraa-1 ja. a. : ! 'dice ec .�, Z 5..i'i 3_7z, and a^ i�f.i1' L.r:t to reduce the c9arce V1
`.:o:.:a` if thesludge is appii tr.) fields with very Pisr5%t -.es_ rTi=ph res, it
should
beapplied onlyat rates-ua::o ne crop removal of pr_1=7,horus. ?•.. G ea:
.,▪ e5+ always Crave your lagoon s.`, d = aria ✓zed for its nuti ien't
-w
t :.a a piicat:o'i of saiid-ae wiii incfra_ase theamount}o: ao at the, ice= :e a ' �: Ca or a�_ _•_
Lx r prez i t` •led D user Lo cbse.'..-.. ME, wind direction and other conditions whi&ii
ter.. �. 3._'.aiaa LiJF l �pi l��, Vi .�d� }� �{ !�
could increase the concern V± neigh0Jt+.

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APR 092019
Water Quality
Regional OperationsSection

Insect Control Checklist for Animal Operations
Source
Cause - BMPs to Control Insects
Flush gutters
Liquid Systems
• Accumulation of solids . Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
CJ Remove bridging of accumulated solids at
discharge
Site S,. ecife Practices
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 to 8 inches
over more titan 30 percent of surface
Excessive vegetative
growth
• Decaying vegetation
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water 's edge on impoundment's perimeter.
Dr% Sy stems
Feeders • Feed spillage Cl 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- to 10-
day interval during summer; 1.5- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control insects
Feed storage • Accumulations of feed li Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is 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 areas • Accumulations of animal D Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal © Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
C Provide for adequate drainage around manure
stockpiles
3 inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11., 1996, page 2

Source
Farmstead
Animal body
surfaces
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
BMPs to Minimize Odor
CI Vegetative or wooded buffers
,4.ecornmended best management practices
Good judgment and common sense
Site Specific Practices
Floor surfaces
• Dirty manure -covered
animals
Manure collection
pits
• Wet manure -covered floors
CI Dry floors
I' Sl tted floors
re Waterers located over slotted floors
Q Feeders at high end of solid floors
ni Scrape manure buildup from floors
® Underfloor ventilation for drying
• Urine
• Partial microbial
decomposition
Frequent manure removal by flush, pit recharge,
or scrape
® Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
_,FF-a�n maintenance
®'Efficient air movement
Indoor surfaces
• Dust
Washdown between groups of animals
CI Feed additives
0 . ceder covers
Feed delivery downspout extenders to feeder
covers
VA'
Flush tanks • Agitation of recycled lagoon Vtish tank covers
liuid while tanks are fillintend fill lines to
g near bottom of tanks with
nti-siphon vents
Flush alleys • Agitation during wastewater P./Underfloor flush with underfloor ventilation
conveyance
AMOC - November. 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon Cl Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater
at lagoon conveyance
Lagoon surfaces
0 Extend discharge point of pipes underneath
loon liquid level
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler • High pressure agitation
nozzles
Storage tank or
basin surface
• Wind drift
,P-roper lagoon liquid capacity
®' Correct lagoon startup procedures
LMinimum surface area -to -volume ratio
T Minimum agitation when pumping
d Mechanical aeration
d Proven biological additives
Irrigate on dry days with little or no wind
inimum recommended operating pressure
Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
• Partial microbial
decomposition.
• Mixing while filling
• Agitation when emptying
Q Bottom or midlevel loading
0 Tank covers
© Basin surface seats of solids
0 Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Source
Settling basin surface
Manure, slurry, or
sludge spreader
outlets
Swine Farm Waste Management Odor Control Checklist
Cause BMPs to Minimize Odor Site Specific Practices
• Partial microbial © Extend drainpipe outlets underneath liquid level
decomposition Cl Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
• Agitation when spreading C I Soil injection of slurry/sludges
• Volatile gas emissions D Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while C7 Soil injection of slurry/sludges
drying
O Soil incorporation within 48 hours
CI Spread in thin uniform layers for rapid drying
© Pr ven biological additives or oxidants
Dead animals
• Carcass decomposition
Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
CI Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
CI Sergi ndary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic rnatter
Grade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
Farrn access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PTH'-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSTJ-- BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page Q•

T `
�7
51.BURIED REBAR
N 320,2118610
E 2, 3 6 , . ° 2
ELEV. = 102.62
GENERAL NOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMES BE
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
BUILDING PAD ELEVATIONS SHOWN ON TH1S PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
3. TOPSOIL SHALL BE STRIPPED FROM LAGOON ANt) PAD AREAS AND
STOCKPILED. TOPSOIL SHALL BE R€SPREAD ON DIKE TOP AND
OUTSIDE SLOPES AND ON PAD ' SLOPES TO HELP ESTABLISH VE.GETA'
4. THE MURPHY FARMS SOILS INVESTIGATION REPORT INDICATES SUITABLE CLAY
MATERIAL BETWEEN A LEVEL 0 FT. BELOW EXISTING GRADE DOWN TO A LEVEL OF
10 FT. BELOW EXISTING GRADE. SUITABLE CLAY WILL FORM A 1 INCH LONG G
RIBBON WHEN WORKED BETWEEN THE THUMB AND INDEX FINGER. THE BOTTOM OF
THE LAGOON WILL NOT REQUIRE UNING PROVIDED 2 FEET OF EXISTING CLAY IS
BELOW FINISHED BOTTOM ELEVATION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY UNSUITABLE MATERIAL ENCOUNTERED IN THE LAGOON AREA.
BUILDING PAD AND LAGOON, DIKE SIDE SLOPES ARE 3: 1 UNLESS
OTHERWISE NOTED ON PLAN.
6. A SURFACE WATER DIVERSION SWALE SHALL BE :PROVIDE) BETWEEN
THE PROPOSED BLDG. PAD do LAGOON, AS SHOWN.
A CUT—OFF TRENCH SHALL BE PR.OVIDEO UNDER ALL DIKES AND EXTEND
AT LEAST 2 FEET INTO EXISTING CLAY SOILS. SEE DETAIL.
8. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. tT IS RECOMMENDED THAT 'COMPACTION BE .DONE WITH A
SHEEPSFOOT ROLLER..
ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
IGO' FROM THE CLOSEST POINT OF TFIE LAGOON OR BUILDING.
•
THE LAGOON D4i(E AND SIDE SLOPES MOST BE FERTILIZED, SEEDED AND
MOLt ED DOWN DI THE LAGOON BOTTOM BETORE THE LAGOON
CONSTRICTION CAN BE CERTIFIED.
THE. COS IA.CiCA SPLASH PADS OR OTHER APPROVED SCOUR PROTECTION
DESST BE INSTAL-LEP i s. TI,4E LAGOON CONSTRUCTION CAN
BE CsW1

LCAST CONC. PULL
p = 106.18,
,TOM = 103.35' 0�_� �'
AR PIPE INVERT
EI D. OF PAD --
104 i0
8 PVC
INV_ ELEV.
4' X
CONC 6t�
7F�?-r - PAD
BOX
tt
HI G END Of P
ELEV. = 104.55
6 ' RAMIS
TRUCK WWI

PVC
ELEV. I0258
1 8'
CON(. BLOCK
ip • PAO
I/
4100* OFFSET FROM
ROPER Ii UNE
OfSCRIPTIK
OVf.1) • .1 rF #2 BACK TO ML ARC FROM WATHA
0 - 6
0-5
- '105.30
LAGOON ELEVATION DATA
N.- TOP OF DIKE
WIDTH 12.00'
FJOTTOM 104,054
DISCHARGE PIPE )NVET laes.
TOP OF DIKE ELEV. = 104.30
BEGIN PUMPING ELEV. = 102.40
END PUMPING ELEV. = 100,60
FINISHED BOTTOM ELEV, = 94.30
NOTE RAISE TOP OF DIKE TO 105.30
/ ADJACENT TO BLDG, AS SHOWN
RENDER C
,
OCT 26,
PROPERTY LINE

OLPNT# 2
8.6515
418.:9868
01,03-
1 Mil. ARC 1 ROM
WA MA carY I NI rt..;
ttivt4,444.t.
• ••,•!••
" - ' -• •
• . • .
, • . .
.•
' - ; •
-
•
• o - .
98,58
SEEDING NOTES:
1. ALL DISTURBED AREAS SHALL BE FiRTIt
AS SOON AS POSSIBLE AFTER FINAL GI
INCLUDES INSIDE SLOPES OF THE LAM)
, PREPARE. 'DISTURBED AREAS FOR SEED*
WATER DIVERSIONS AND SHAPINGTO F$
3, APPLY LIME AND FERTILIZER THEN t!)
SMOOTH SEEDBED. APPLY SE0 ,AND
CUL11PACKER OR SIMILAR EQUIPMENT.
WITH A MULCH. ANCHORING TOOL„ OR NI
SOIL AMENDMENTS:
4,500 LBS. OF 10-10-10 F
9 TONS Off DOLOMITIC LIME
450 BALES OF SMALL GRAIN
SEEDING SCHEDULE:
ita00
TONSIkent)
STRA-W two
270 LBS. FESCUE GRASS (SO LBSACRE)
135 Les. RYE GRAIN (30 LEIS/ACK) NUN
180 LBS. RYE GRASS (40 LBS./ACRE) ;•-.DEC
TOTAL AREA TO BE SEEM AND IbAULCtiE
/11.' NK"
MUCK
t It
1'00
:0,14114444:ettrarittaip:
•
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