540002_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
litiesState
thatN Non-Discharge
been issued General Permitsf
or
of Animal Waste
operateManagement
underSystems
will
St to
expire. ch required by these permits, fa
Non-Discharge General Permits must apply for renewal at least Resources by no titer than Apr'13a2019ays prior to their expiration date. Therefore, all applications
must be received by the Division of Watercorrections below.
Please do not leave any question unanswered Please verify all information and make any necessary
Application must be signed and dated by the Permittee.
Certificate Of Coverage Number: AWS54-0-002
1. Farm Number: 54-0002
2. Facility Name: Qwl Pond He th F &Ho,C'L,
3. Landowner's Name(same as on the Waste Management Plan):
Ra4mond Otis Colli r
4. Landowner's Mailing Address: 1373 Davis Mill Rd State: NC Zip: 28525
City: Deep Run
Telephone Number: 252- 86 4-4204 Ext.
E-mail:
5. Facility's Physical Address: Mark
State: NC Zip: 28525
City: Deep Run
6. County where Facility is located: Lenoir
7, Farm Manager's Name(if different from Landowner):
R mond Oti Colli r.Jr
g, Farm Manager's telephone number(include area code):
252- 8- 204 Ea .
J C H w9_ d Farms
9. Integrator's Name(if there is not an Integrator,write"None"):
Phone No.: 919-922-3556 OIC#: 17676
10. Operator Name(OIC): Dar Ma bran
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number: Allowable Count
Current Permit: Operations Type
Swine-Farrow to Wean 4,321
Oi�eration T�i�es�
Dry ry Other Types
Swine Cattle Poult Horses-Horses
i Dary Calf Non Laying Chickens
Wean to Finish Laying Chickens Horses-Other
Wean to Feeder Dairy Heifer Pullets Milk Cow Sheep-Sheep
Farrow to Finish Turkeys Sheep-Other
Feeder to Finish Dry Cow
Farrow to Wean
Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Beef Broad Cow Wet Poultr+
Boar/Stud Non Laying Pullet
Gilts Other
Layers
Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic,
Name Built Capacity Surface Area "Redline"
Unknown) (Cubic Feet) (Square Feet) (Inches)
1-HOG CITY-OLD Q R a 4/1 19.20
2-HOG CITY-NEW C Q
3-OWL POND PRIMARY �(�S(0 ` e�i��� [O� 3$ 19.20
4-OWL POND FINAL -L `•�3 �'3 too d 19.20
5-HEATH 5(OG Ad r 19.20
l R 'o 90 9 19.20
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),signed b% the owner and a certified technical s ecialist 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.
S. 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 returned 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: — / Title:
Signature: Date: —
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:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

-Away�Wmxaaoo'RR
ROY COOPER
c�N'nor
Iu11CHA£L S.REGAN
"i MAR 2 2 206
Secrerary ....,
LINDA CULPEPPER
&rwor NORTH CAROLINA a
Envlronmenral Qaallty �.
Raymond Otis Collier February 27,2019
Owl Pond,Heath Farm&Hog City
1373 Davis Mill Rd
Deep Run,NC 28525
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, w—at er-resources Copies of the new animal
at h waste operation State Non-Discharge General Permits are available
tt s:/de .nc. ov/about/divisionslwat water- u itv-re Tonal-o erati ns/af 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 con inued co era a un er th er fate Non-Dischar�m't covers a to the Division. nclosed vo will find a eneral Permits o must s bmit ica ion for
Es State No -Disch a uest f r Certifi ate of Covers a Facili C�uren 1 Covered b an
General Permit. The lic tion f a com leted. i n d and re ed b 1 Zply.
Please note that ou must incl de form must s
A '
one 1 co f com leted he ertified Animal Waste Man emen Plan
AWMP with the
nd s' ned a li anon form. A list of i e include in the CAWlv(P
application form can be found on 311al e 2 f he re ewal
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
result in assessments of civil penalties of up to$25,000 per day. 143-215.1 and could
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.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wasson Regional Office,Water Quality Regional Operations Section
Lenoir County Soil and Water Conservation District
AFOG Section Central Files-AWS540002
J C Howard Farms
North Carolina Department of Environmental Quality 1512 D'aasinn of Water Resoutoes
ft9.707
N.Salisbury St.1 1639 Mall&rvioe Center I Role;&,North Carolina 27699-1636
81BODO9DDp

f
Nutrient Management Flan For Animal
Waste Utilization
®2-07-2018
This plan has been prepared for: This plan has been
developed by:
p
OP, HC, &HF
Ronnie G. Kennedy Jr.
John Currin Howard
14griment Services, Inc.
1373 Davis Mill Road
PO Box 1096
Deep Run, NC 28525 Beulaville, NC 28518
252-568-4204
252-
De oper 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
f:.
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 Specificatious concerning animal
this plan. waste management that are included with
i
.Si atlu'e o{ tuner)
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: g '
ethnical Specialist Signature Date
788001 4.1 - - - -- -- -- --
Date Printed: 02-07-20!8 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,
S9 Swine Farrowing Weanling Lagoon Liquid waste generated 13,840,160 gals/Year by a
4,321 animal Swine Farrowing-Weanling Lagoon aLiquid
operation.This production
facility has waste storage ca "cities of a rox Y
Estimated Pounds of Plant Available Nitrogen Generated per Year
16631
Broadcast
19958
Incorporated
i995$
Injected
16631
Irrigated
Max. ail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(Ibs) Applied(Gallons) Deficit(Gallons)
-7951 20,456,540 -6,616,390
Year 1 16,631 245$2 , -7,838,337
Year 2 16,631
26051 -9,420 21,678,497
Note: In source ID,S:Weans standard source.U means user d licat on method(s)identified in the plan for this source•
*Max.Available PAN is calculated on the basis of the actual app
788001 Database Version 4.1
Date Printed: 02-07-2018 Source Page 1 of l

R
Narrative
10-7-2003
This Plan was based totally on the previous plan created by Robert E.Adams on 7/30/01. The historical
data provided by this plan was the basis for the creation of this plan. This in regards to application
windows,waste generation,and realistic yields.
1-02-2007
This data was used in regards to application windows,waste generation,and realistic yields. The plan
was created with the assistance from the Division of Soil and Water(Vernon Cox)as we "User"Defined
within the program the Waste Generation from 5200 Feeder to Finish and 2700 Farrow to Wean Hogs as
Specified in AWS540002 to equal a total of 7900 animals.
2-7-2018
This plan is to update the farms source.
5200 Feeder to Finish x 135 lbs.=702,0001bs.
702,000 lbs.:-433 lbs.= 1621 Farrow to Wean
1621 Farrow to Wean+2700 Farrow to Wean=4321 Farrow to Wean.
799001 - — —Database Version 4.1 Date Printed: 02-07 2018 Narrative Page 1 of 1

table shown below provides a summary of the crops or rotations included in Plan
fovea h field its shown,
field. Realistic
Theta
Yield estimates are also provided for each crop in the plan. In addlhon,the g
where available.
Planned Crops Summary
Total Useable beaching Crop Sequence RYE
Tract Field Acres Acres index(LI) Soil Series
110 bu_
2853 3 24,60 24.60 NIA Kalm Corn,Grain
ia 60 bu.
Wheat,Grain
So beans,Manured,Double Cra
35 bu.
110 bu.
3 4 5.8 5.80 NIA StallingsCorn,Grain
2850 Wheat Grain 50 bu.
Soybeims,Mar►ured,Double Crop
32 bu-
I10 bu.
C.arn,Grain
2853 5 2.70 2.70 N!A Stallirsgs 50 bu
Wheat,Grain
Soybeans,Manured,Double Crop
32 bu.
Small Grain Qverseed
1.0 Ton
2856 2 18.00 18.0 N1A Wal2� 5.5 Tons
Hybrid Bermud s Ha
75 bu.
2861 1 24.00 24.00 NIA W Com Grain 40 bu.
Wheat,Grain
23 bu.So beans,Manured,Double Crop
Small Grain overseed
1.0 Tans
4052 6 5.20 5.20 N/A Goldsboro 6.5 Tans
Hybrid Bermud s Hay
130 bu.
Grain
4052 7 9.90 9.90 NIA Goldsboro Cam 65 bu.
Wheat,Grain
So cans,Manured,Double Crop
3$bu.
130 bu.
Corn,Grain
4052 8 6.6 6.60 NIA Goldsboro 65 bu.
Wheat,Grain
Soybeans,Manured,Double Crop
38 bu.
130 bu.
5.30 NIA Goldsboro Corn,Grain
4053 10 5.3 65 bu.
Wheat,Grain
38 bu.
Soybeans,Menu re 1,Double Crop
130 bu.
n
4053 11 5.30 5.30 NIA Goldsboro Corn,Grai 65 bu.
Wheat,Grain
Soybeans,Manure 1.Double Cro
3$bu.
115 bu.
Corn,Grain
4053 C
9 9.70 8.70 NIA Norfolk 60 bu.
Wheat,Grain
Soybeans,Maaured,Double
35 bu.
PLAN TOTALS: 116.10 116.10
Date Printed 2RR0!8 PCS Page 1 of 2
788001 Database Version 4.1
NOTE: Symbol*means user entered data.

............................
..........
<2 LOW Potential to Contribute to Soluble None
nutrient leaching below the YM zone.
>=2& Moderate potential to contribute to Nutrient management(590)should be planned.
10 soluble nutrient leaching below the root
Zone.
High potential to contribute to soluble Nutrient Management(590)should bepInneCL Other cons conservation utflent leaching below the rout zone, the Soils available water holding capaci d p ve nu ery practices that improve
field practices such as Filter Strips(393)and
> 10 pity an improve nutrient use efficiency should be
considered. Examples are Cover Crops(340)to Scavenge nutrients,Sod-Based Rotations
(329).L0119-Term No-7111(778),and edge-of.
Riparian Forest Buffers(391).
788001 Database Version 4.1 DO*Printed 2/7/201 S
NOTE: Symbol*means user entered data. PCs Paw 2 of 2

rovidca aa� �iiiwtw of the number of ages vt
e wires consideration of the realistic yields of the crops to be grown,their nutrient requnents,
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan p -"- �"""
cropland needed to use the nutrients being produced. The plan q
and proper timing of applications to maximize nutrient uptake. lid and liquid waste that will be applied on e�h field in
This table provides an estima
te of the amount of nitrogen required by the crop being grown and an es imate of the nitrogen amount being supplied bymanure r
other by-products,commercial fertilizer arid residual from previous crops. An estimate of the quantity o s so included. A balance of the total manure Produced and the total manure appliedis
order to supply the indicated quantity of nitrogen from each source rl h�utilizatia of the manure generated by-theperation.
included in the table to ensure that the plan adequately provides
Year 1 ManureLicttid Solid Licpid lid Man
Waste Utilization Table Nitrogen Comm Res. PA A1anu Mangy Mm= Applied
PA Fed. (llrslA l Applied APP� (Field)
Nutrient Nutrient Nutrien pp lied APP �
Regd Applied pplied (acre) (acre) MA
Appfic.
(lbs1A) (lbslA} (lbslA)
Tons 1000 gds
Applic 1000 tons
N
Source Total �• Crop RYE Period N N N Method Fop
Tract Field ID soil series Acres Acres 118.
1$ 98.20 0.00 2,415. OAO
24.60 24.60Corn,Grain I10bu. *2lIS-7l15 *138 0 20 brig.
2853 3 S9 almia 72 59.92 0.00 1,473. O.DO
24.60 24.60 Wheat,Grain 60 bu. 911-4130 *144 0 0 img•
2853 3 S9 almia 118 98.20 0.00 569. 0.00
5•gp 5.80 Corn,Grain I10 bu. *2l15-7l15 *138 0 20 Img.
2853 4 S9 tailings 60 49.93 0.00 289. 0.0+}
50 bu. 9l1�U30 *120 0 0 prig.
2853 4 S9 tailings 5.8o 5.80 Wheat,Grain 0.00
10 bu. *2l15-7115 *138 0 20 Iaig. 1l8 98.20 0.00 265.13
2853 5 S9 tailings 2.70 2.70 Corn,Grain 50 bu. 911-4/30 *120 0 0 tmg. 60 49.93 O.OD 134.St 0.00
2853 5 59 tallingss 2.70 2.70 Wheat,Grain
2856 2 S9 agram 18.00 1$.DO Small Gram Dverseed
1.OToms 1011-3/31 50 0 0 Irrig 50 41.61 0.00 748.91 0.Q0
2856 2 S9 Wagram 18.00 la.00 Hybrid Bermudagrass Hay
5.5 Tons M-9130 *275 0 0 brig. 275 228.85 0.00 4,1192� 0.0
24.00 24A0 Corn,Grain 75 bu. *2115-7l15 *94 0 20 brig•
74 61.58 0.00 1,477.9 0.OU
2861 1 S9 agram 48 39.94 0A0 958. 0.0
40 bu. 9l1-4l30 *96 0 0 brig.
2861 1 S9 Wagram 24.00 24.00 Wheat,Grain 1.0 Tons 10l1-3131 50 0 0 brig. 50 41.61 0.00 216 0.0
4052 6 S9 oldsboro 5.20 S.20 Small Grain Overseed
6.5 Tons 3l1-9/30 *325 0 0 ]trig. 325 270.46 0.00 1,406.3 0.0
4052 6 S9 Goldsboro 5.20 5.20 Hybrid Bermudagrass Hay 0.00
4052 7 S9 Goldsboro 9.90 9.90 Corn,Grain
130 bu. *2/15-7l15 *162 0 20 brig. 142 118.17 0.00 1,169.
65 bu. 911-0130 *156 0 0
IrriS• 78 64.91 0.00 642. 0.0
4052 7 S9 oldsbora 9.90 9.90 wheat,Grain
6.60 Corn,Grain
130 bu. *2115-7l15 *162 Q 20 ]trig. 142 118.1? 0.00 779.91 0.0
4052 $ S9 oldsboro 6.60
4052 a S9 Goldsboro 6.60 6.60 Wheat,Grain
65 bu. 9/1�130 *156 428.4 D.Oi1
0 0 brig. 78 64.91 OA0
WUT Page 1;of 4
798001 Database Version 4.1
Date Printed:217J2018

Waste Utilization Table
Year 1 -
Nitrugen Comm. Res, Menus
PA Fert. (Ibs/A PA Liquid Solid Liquid Solid Man
Nutrient Nutrient emu' Manus Manure Applied
Nutrias pp5ed Applied Applied
Re/A Applied pplied (acre) (ape (Field)
Source Toil (IbslA) Ibs/A} abs/A)
) (Field)
Traci Field !p Use.
Soil Series Acres Acres Crop ApphcL APP6c. 100D RYE is N 4053 10 59 oldsboro 5.30 5.30 Corn,Grain Pbriod N N Meltnd N gal/A Tons 10®0 8a tons
4053 130 bu. *2/15.7/15 *162 0 20 brig 142. 118.17 0.00 626.29
10 59 Goldsboro 5.30 5.30 Wheat,Grain 0.00
65 bu. 9/1-4/30 *156 0 0 Irrig. 78 64.91 0.00 344.02 0.00
4053 11 S9 Goldsboro 5.30 590 Corn,
Grain 16Z 130 bu. *2/15-7/I5 *
4053 11 S9 Goldsboro 0 20 brig 142 119.17 0.00
5.30 5.30 Wheat,Grain 626.29 0.00
0 brig.
4053 9 S9 orfolk 8.70 8.70 Com,Grain 65 bu. 9/I-4/30 *t56 0 78 64•91 0.00
344.02 0.00
4053 9 S9 orlolk 115 bu. *2/15-7/15 *144 0 20 brig. 124 103.19 0.00 897.74
8.70 8.70 Wheat,Grain 0.00
60 bu. 9/1-4/30 *144 0
0 Img• 72 59.92 0.00 521.27 0.00
Total Applied,1000 gallons 20,456.54 C 'Nw�`bMb
Total Produced,1009 gallons 13,840.16 F
Balance,1000 gallons •6,616.38 F :u
Total Applied,tons 0.00
Total Produce .ey-!,�,...,1
Notes: 1. In the � * d tans D.00
Total column,--symbol means leased,otherwise owned. 2. S bol means user entered data. Balance tons ' '' o.DO
�,
788001 Database Version 4.1
Date Printed:2I7f201�
{irr iT n_

Year kA S ,, F-lid 1-iuiid Spud Man
Nitrogen Comm Res. '••`"•" LiaN --__ -
Waste Utilization Table PA pen. (1bslA PA Menu Manure Manure Appu�
Nutrion ppHed Applied Applied (Field}
Nutrient Nutrient pptied (acre) (arse) (Field)
Rogld Applied (Ibs1A)
(Ibs1A) (Ibs1A)
Applic. APPBe d/
N N N Method
ns 1000 gals tons
N gri/A TO
Source Total Use. Crop RYE Perim
Tract Field ID Soil Series I Acres I Awes 72 59.92 0.00 1,473.94 0.00
24.6D 24.60 Wheat,Grain 60 bu. 91t-4130 *144 0 0 brig.
2853 3 S9 almia 140 116.50 0.00 2,865.99 0.00
24.60 24.60 Soybeans,Manured.DoubleGrop 35 bu. 4lI-4115 *140 0 0 lrrtg.
2853 3 S9 almia 60 49.93 0.00 289.59 0.00
2853 4 S9 tailings 5.80 5.80 Wheat,Grain
SO bu. 9/1-4130 *120 0 0 lmg•
5.80 5.80 Soybeans,Manured,Double Crap 32 bu. 411-9/15 *128 0 0 brig.
t28 106.52 0.00 617.80 0.00
2853 4 S9 tailings 50 bu. 911.4130 *120 0 0 !trig. 60 49.93 0.00 134.81 0.00
2853 5 S9 tailings 2.70 2.70 Wheat,Grain
32bu. 411-9115 *128 0 0 brig. 128 106.52 0.00 287,60 0.00
2853 5 S9 tailings 2.70 2.70 Soybeans,Manured.Double Crop SD 41.61 O.an 749.95 0.fl0
2856 2 S9 Again 18.00 18.00 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Img.
1$.00 18.00 Hybrid Bcrmudagrass Hay 5.5 Pons 3/1-9130 *275 0 0 lmg.
275 228.85 0.00 4,114.24 O.DO
2856 2 S9 Wagmm 48 39.44 fl.00 958.66 fl,00
40 bu. 9/1-4/3 *9b 0
2861 1 S9 ayram 24.00 24.00 Wheat,Grain
0 0 brig.
24.00 24.00 Soybeans,Manured,double Crop 23 bu. 4/1-9115 92 fl 0 Img.
92 76.56 0.00 1,837.43 0.0D
2861 1 S9 agranr 1.0 Tans I Olt-3/31 50 0 0 Img, 50 41.61 0.00 21b.36 0.00
4052 6 S9 Goldsboro 5.20 5.20 Small Grain Overseed
6.5 Tons 311-9130 *325 0 0 brig,
4052 6 S9 ldsboro 5.20 5.20 Hybrid Bermudagrass Hay
325 2T0.46 0.00 i,4Db.37 fl.00
65 bu. 911-4 0 0 brig.
4052 7 S9 'oldsboro 9.90 9.90 Wheal,Grain
13 *156 0 78 64.91 O.OD 642.60 0.00
38bu. 411-9l15 *152 0 0 brig. 152 126.49 0.00 1,252.25 0.00
4052 7 S9 oldsboro 9.90 9,90 Soybeans,Manured.Double Crop T8 64.91 0.00 428.40 0.00
6.60 Wheat,Grain 65 bu. 9/1-4I30 *156 0 0 brig.
6.60
4052 8 S9 oldsboro 152 126,49 0.00 834.83 0.00
38bu. 4/l-9l15 *152 0 0 brig.
4052 8 S9 oldsboro 6.60 6.60 Soybeans,Manured,Double Crop 78 64.91 0.00 344.02 0.00
5.30 5.3fl Wheat,Grain 65 bu. 9l1-4/30 *156 0 0 irrig,
4053 10 S9 ldsboro 152 126.49 0.00 670.40 0.00
5.30 5.30 Soybeans,Manured,Double Crop 38bu. 411A115 *152 0 0 brig.
4053 10 S9 dsboro 65 bu. 9/1-4/30 *156 0 0 brig. 78 64.91 0.00 344.02 0.00
4053 11 S9 oldsboro 5.30 5.30 Wheat,Grain
38 bu. 4/1A11S *152 0 0 !trig. 152 126.49 0.00 670.40 0.00
4053 11 S9 oldsboro 5.30 5.30 Soybeans, .anured,Double Cro 60 bu. 911.4/30 *144 0 0 Irrig.p 72 59.92 0.00 521.27 0.00
4053 9 S9 o1lc 9.70 8.70 Wheat,Grain
4053 9 59 rfolk 8.70 8.70 Soybeans,Manured,Double Crop
35 bu. 411-9/15 *140 0 0 Irrig. 140 116.50 0.00 1,013.5$ 0.0I
WUT Page 3 of 4
7880t, Database Version 4.1
Date Printed:2171201

Waste Utilization Table _
Year 2
Nitrogen Comm Res. Manure Liquid Solid Liq or
uid Solid Man
PA leri. (lbs1A) PA Ma
anurO Manua
Nutrient Nutrient Manure Applied
Nutrien lied Applied Applied Rexi'd Applied pplied (aac) (sate) (Field) (field)
Source (Ibs/A) (Ibs/A) (lbs/A)
Total Use, Applie Tract Field ID Soil Series Acres Acres Crop RYE NNW Applic. 1000
N Mctlgd N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 21,678,50
Total Produced,1000 gallons 13,840."
Balance,1000 gallons -7,838.34
Total Applied,tons 0.00
Total Produced,tons 0.00
Notes: 1. in the tract column,—symbol means leased,otherwise,owned, 2. Symbol *means user entered data. Balance,taps 0.00
788001 Database Version 4.1
Date Printed:2/7/2018
WUT Paee 4 nP d

The Irrigation 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
atr each field selected te that will not It in
runoff. This table provides the maximum application rate per hour that may be applied
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field
Soil Series (incheslhour) (inches)
0.50 1.0
2853 3 Kalmia 1.0
0.50
2853 4 Stallings 1.0
2853 5 Stallings
0.50
0.60 1.0
2856 2 Wagram 60 1.0
2861 1 W agram 0.5
4052 6 Goldsboro
0.50 i.0
4052 7
Goldsboro 0.50 l 0
0.50 1.0
4052 8 Goldsboro 1.0
4053 10 Goldsboro 0.50
0.50 1.0
4053 11 Goldsboro 10
ti
4053 9 Norfolk 0.50
788001 Database Version 4.1 Date Printed 2/7/2018
IAF Page 1 of 1
WnTR. C.,.,,r.wr*...oa_,.��s„re.aA Ae+-

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe numberofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations foreach source,the number ofanimals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatmentand application ofthe effluent. At
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc c clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
nutrient levels are generally very high, application ofsludge must be carefully applied, an also be I I as g. Since
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 betaken not to load effluent application fields with
high amounts ofcopper 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 m also r
be a concern. �,
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum sludge
Crop PA-N)fate Application Rate Minimum Acres
ibfac Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation I 10 Years Accumulation 15 Years Accumulation
Cam 120 bn 15D Swine Farrowing-Weanling Lagoon Sludge-Standard
Hay 6 con R.Y.E. 300 14.69 114.73 29.38 57.36 229.46 344.19
Soybean 40 bu 160 114.73 172.09
I5_67 107.56
21 s.12 322.67
rr
788001 Database Version 4.1 -�--- —
Date Printed: 02-07-2018 Sludge Page 1 of 1

table rovides an estimate ofthe number of days of storage
The Available Waste Storage Capacity p
d as the
capacity available at the end of each month of the plan. Available nor Capacity
i latede The start
tY
design storage capacity n days minus the number of days of riot to applying nutrients to the fUM irst crop in
date is a value entered by the user and is defined as the pond is equal to zero.
the plan at which storage volume in the lagoon or holding equal to the design
Available storage capacity should be greater than or equal to zero and less than or
storage capacity of the facility. If the available application
storage of u� is t l have not y acche design umulated.
capacity,this indicates that the plan calls for the agplic dee
ign
eds
if avai
lable storage capacity is negative,the estimated volume of accua uthe planned appl cation interval
storage volume of the structure- Either of these situations indicates strage capacity.
in the waste utilization plan is inconsistent with the structure s temporary
Des! n Stors a Ca aci
mISO
a s
oon
Source Name Swine Farrow Weanit L Li uid 1 SO
start Date 911 Month Available Storage Capacity(Days)Plan Year 45]
1 2 69
1 3 103
1 4 141
1 178
1 b 180
1 171 7
1 162
8
1 8 174
1 ISO
1 to 180
1 11 ISO
1 12 ISO
2 1 1S0
2 2 180
2 3 ISO
2 4 180
2 S ISO
2 6 ISO
2 ISO
2 8 180
2 9 153
2 10 128
2 11 101
12
2
*Available Storage Capacity is calculated as of the end of each month.
- .- - Capacity Page Of 1
1; 798001 Database Version 4.1
Date Printed. 02-07-20]8 F h' g

Required Specifications For Animal Waste Manaaeiment
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 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 Iand 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
roll 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, MRCS 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).
788001 Database Version 4.1 Date Printed:2l9/2018 Specification Page l

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
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.
788001 Database Version 4.1 Date Printed:217/20i8 Specification Page 2

1S. 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.
R
I& If animal production at the facility is to be suspended or terminatedg the
owner is responsible for obtaining and implementing a 'rclosure 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.
788001 - -Database Version 4.1 Date Printed:2/7/2018 -
Specifscation Pale 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
in the
application rate than a nitrogen based rate. Zinc and copy
soils shall be monitored and alternative crop hs iesbh shall used adjusted and
when
these metals approach excessivexoduction�Soil and waste analysis
maintained for optimum crop p
records shall be kept for a minimum of five y r aminimum of three years•
rs. Poultry dry waste
application records shall be maintained h vafvste shall be maintained for foe
Waste application records for al
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
798001 Database Version 4.1
-- - Date Printed:2/7/2018 - specification Pate 4

Crop Notes
Com 1:CP,Mineral Soil, law-leachable The following crap note applies to feld(s):4,5
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.PIant 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 3040
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): 10, 11,7, 8
Corn 1:CP,Mineral Soil,low-leachable
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 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
days after emergence.The total amount of N is dependent on soil
er in the
fertilizer program,the recommended potassium and any additiona type.pho
sphorus orus is normally en including a 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.
788001 Database Version 4.1 Date Printed: 02-07-2018 Crop Note Page I of 7

The following crop note applies to fleld(s):3,9 ,
Corn:CP,Mineral Soil,medium leaching
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 101/6 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 lbslacre N and 20-301bs/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 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 staters
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1
Corn:CP,Mineral Soil,medium leaching
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 lbslacre 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 3040
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.
788001 Database Version 4.1 Date Printed: 02-07-201 S Crop Note Page 2 of 7

The following crop note applies to field(s):6
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2'rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lbac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. I to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least I0 bu/ac in 3' rows,spaced 2'to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
ib/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
we74 N
788001 Database Version 4.1 Date Printed: 02-07-2018 Crop Note Page 3 of 7

The following crop note applies to field(s):6
Small Grain:CP,Mineral Soil,low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15 November 20. For barley,plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control 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 can also be applied at
this time.The remaining N should be applied during the months of February-March.
The fallowing crop note applies to field(s): 2
Small Grain: CP, Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep. Adequate depth control is ram,
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 301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s):4,5
Wheat:Coastal Plain,Mineral Soil,low-leachable
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 can also be applied at this time.The remaining N
should be applied during the months of February-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.
788001 Database Version 4.1 Date Printed: 02-07-201 S Crop Note Page 4 of 7

�►�+ Wheat:Coastal Plain,Mineral Soil,law-leachable The following crop Hate applies to field(s): 10, 11,7, 8
F
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 can also be applied at this time.The remaining N
should be applied during the months of February 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.
The following crop note applies to field(s): 3,9
Wheat:Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should he 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
/•g, "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 301bs/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 of February-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.
The following crop note applies to field(s): 1
Wheat:Coastal Plain, Mineral Soil,medium leachable
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 fdr applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 101/6 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 of February-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.
788001 Database Version 4.1 Date Printed: 02-07-2018 Crop Nate Page 5 of 7

The following crop note applies to field(s): 4,5
Double-Crop Soybeans,Coastal Plain:Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling 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 1511 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. 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.
The following crop note applies to field(s): 10, 11,7, 8
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in.tune as possible with planting completed by July 4th.
When no tilling 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.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.
788001 Database Version 4.1 Date Printed: 02-07-2018 Crop Note Page 6 of 7

The following crop note applies to field(s): 3,9
Double-Crop Soybeans,Coastal Plain:Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling 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 24 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-9 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. 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.
The following crop note applies to field(s): I
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling 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 24 seed/row foot for 7-8"drills;4-6 seed/row foot for IS"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. 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.
788001 Database Version 4.1 Date Printed: 02-07-2018 Crop Note Page 7 of 7

F lr I3.2
TABLE 2 - Traveling Iniga#ion Gun Settings
Make,Model and Type or Equipment:'01-�'�t;n�i�;fec M-C&I ,c/4. 30 NoFw
Feld Not Travel Application TRAVEL LANE EQtltptNEN l'SE'['rLNOS
n Weded Nmzle [)paaring
speGd Rate Elective Effective Wander Diameter Opa*m$
1l7drant NO2 , (Nm inlh
ia) ( r) Widih(n) L-ii h fl I't�ra Premw Are
f l (feet} Inc( hes} Gan(psi) Reel it Panern3 Comments
853-d1J8 /.�z o.d4- 174- 7/6 ,235 d, .
US3-4147 /.!z C.44- 174 7z5- 2,3� a.7/Z 6o } 34" h�D 8/ 6PM f?/�-d.�4�i�r.
/•�Z o.45- /4,Z G o z. 34- /8a 8I Gpm AA=a.4�-
I 2�to et.�rZ �5' 0 /Bo 85FPM
4dS��/!-x .Z.GS I Q, 4� .Z9-o R�r� I 3oa o.97 84 sz-z-H-3 a.so o.4-z Aw. = 4z4.`/�.4.1�.$8 a
a.97 70
do5.2- -/!-4• a.SO o.42 oZ1L /oa 6 ;Lgo 0.9 9 �b f'i'G 2`�a I rsGpm /?,P. =a.4t�:/�,.-
-3--H-S .-87 0,¢.q '180 /033 3so I zoo /ss�Pnr AA
4-3 3.¢z /.�6 70 A 2700 49Sr�m
a��7 oZ4.7 5�/ 330 /,/8
do53- -I�4 3. 7. d. J .�.3a TIS 33v /./B Q ! I ��0: 2�.'C'C'FM Alf.
4o53-.Z -S 3.4=Z d-¢- •¢7 .5l3 7 1 zdo 2�SGPM AR.�e.47t,,,/I�r.
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I
I See attached map.
2Show separate entries for each hydrant location in each Geld.
3Use the rollowing abbreviations far various arc patterns P(Cull circle).TQ Wave quarters).TT(two lbirdsj H(halt'circle).T(one(hird).Q(one quarter).
May also use degrees cram
MRCS.NC
1996
C.

TABLE 4 - irrigation System Specifications
ITraveling Solid Set f
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm)
Opting Pressure at Pump(psi) ( `0
design Precipitation Rate(infhr)
_Hose Length(feet) I xxxxx=
Type of Speed Compensation XXXXXXXX
Pomp Type(P'1 .E:tettte,Eleatic)
Pump Power Requb ment(hp) ao
t ' / I i
Rreeipi4rirnt I�Q'�'C �iYl,//'?l:�
TABLES - Thrust Block Specifica5dihs'
Designer may provide thrust block details on separate sheet.
THRUST BLOOK
LocATtoN AREA (sd,ft.)
90{Bend
Desd End
Tee
I
SSee USDA MRCS Field AA'.tc:Tsrsoid Guide,Section W.Psaaira Code 430-DD.
t15aA•�5
1� w�{iwn Dar_rn�FafS L .._ __-

TABLE 3 - Solid Set Irrigation Gun Settings
Make,Model and Type at Equipment: ��p• �.�le y, „ , ��e �d:
/*./,/ ,do i T--
�i o 7i,?„ao 'per a '�
Field Not Wafted OPO MMO PARAMETERS
and dumber of Diameter Hydrant Spacing(R} Application Nozde Operating Operating
IJne No along Between
p, = Hydrants (feet) Pipeline Rate Diameter Pressure Time
o?$fi(e .�. Pipelines (in/tu} finches)
I o?� /so / 4.,/ Gun pso @ Hydrant(hr) Comments
SG d /a d Ito /cao 'y�03 fry✓/Cock. 4'rapM
a�
'See attached reap provided by the Feld Office for field(ocat(on(s).
2Show separate entries for each pipeline with hydrants in each fieid.
Irrigation Parameters
October 1995
. 4L-3 USDA.HRCS
North ILI
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••<. �.�M.. .-2 .y r,f.. r r t ry. 1'i+/� i ?'a-iP• 1l r�';''!J { � ''L''��

EMERGENCYT N PLAN
PHONE NUMBERS
Division of Water Resources (DWR) __, O1_ (0 pp
Emergency Management System(EMS) 0151 -95 -1911
Soil and Water Conservation District(SWCD) 25A- Sato-©]q q 0 _v,3
Natural Resources Conservation Service (NRCS) 'a5 a- 5 a(p-q1 Cl q 3
This plan will be�rnplemented tn.the event that Wastes fro��x you3 op4iQ; eri are leai.in�,
ouezflotivng, or running afi:srte You should not wait unttl`.tivastes;reach surface w2�ei s or leave
your property to consider that yqu'have a-problem You should make eve ed6i*o ensure=that
this does not happen,This plan should be,posted in ari accessil3le location fox ail exnpl.oyees at
the facility 'I'l�E filowing 2re sonic act►on �terris you`should;take;
1 Stop the.release of wastes Depending on the situation,thrs xmay Qr may not be posssbte
Suggested responses`to sortie possible pobletns are listed below:,'
a I,agogn overllow-possible solutions are`
k 1) Add soil to berm to'increase elevation of darn;
2) Pump wastes'to f�eids at an acceptable rate
.Stop all.floW,' to the lagoon immediately
4) Call a pumping contractor.
5) Make sure no surface water is.entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2.) Create a temiporary diversion to contain waste.
3) Incorporate waste to reduce runoff:
4). Evaluate and:eliminate the reason(s).that caused.the runoff:.'
5) Evaluate the application rates,for the fields where runoff occurred.
c:. Leakage from the.waste pipes and sprinklers-action'.inciude:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) 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:
1 Dig a small sump or ditch away from the embankment to catch all seepage,put in
subs-nersiW--pUmp and-p mp, bacl�,.to lagoon,
If Boles are caused by burrowing animals,trap or rerr��ve animals and fill, holes
acid cornpact with a clay type sail
3) Have a professional evaluate tke coridition:of the side walls anddr
lagoon bottom as.
soon as possible
2 Assess the etentof the spill and note any obvious damages.
a..' Did the waste reach any surfac waters
. b Approximately how,much was released and for what duration
C. Ariy damage tinted,such as;employee injury;fish kills,or.piopexty darnage� ..
d Did the spill leave the property`s
Does the spill Have`the potential..to reach surface waters
f Could a future rain event cause the spill to reach surface vvaters`� .
g: Are potable Water wells in danger(either on ar off of the property).
h. How much reached surface waters?
A
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
q .After hours,emergency number: 1-800-858-0368.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:Z;�-
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: QS,a- SN "-1 l°I 1.
2 November 23,2016

2) local SWCD office,phone number:Q6a45clr 1q9 3
3) local NRCS office,phone number:a,Fj a-S 31R -79 q 3
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: �C Nt way-ri I�Qrm5
b. Contractors Address:332(n Lie OQIL VAQ9 W 12.6 Deep 19-uCl,NC as6a6
c. Contractor Phone: a5d- Sl0'R- 4204
6 .Contact.the technical specialist who certified the lagoon (NRCS Consulting Engineer,
Name Qt�11'11'� 11Y1
b. Phone r .5a
Implement procedures as advised.byWR D and technical assistance agencies to tectify
tlnto epproblthedgrerthesystem, d reassessthewste inagmen k emsn
with release of wastes from happeningagain.
3 November 23,2016

Insect Control Checklist forAnimal Operations
Source Cause _ B1VIPs to Control-Insects Site:Specific Practices
Liquid S .stems
Flush gutters Accumulation of solids {31 .Flush system is designed a id operated sufficiently
to :remove accumulated solids from gutters as
designed`
® Remove bridging of accumulated solids at
- -
' ischar.'e
Lagoons and pits Crusted solids Mdint Ain.lagoons,settling basins and pits where
pest breeding;is apparent to. minimize the crusting
of solids to a depth of iro more than 6 to 8 inches
over more than30 percent of.surface
Excessive vegetative Decaying vegetation iVIaintain vegetative:controlalong banks of
growth lagoons and other impoundments to prevent
accumulation off decaying vegetative matter along
water',edge o.n rrripoundment's perimeter.
Pry Systems:.
Feeders • Feed spillage Resign, opera te,and.maintain feed systems
e:g , bur kers'and troughs):to minimize the
accumulation of decaying wastage
Clean up.-spillage on:a ioutine basis (e.g.,7- to 10-
day interval during summer,':15- to 30-day interval
during wintei)
AMIC - November 11, 1996,page 1

Insect Control Checklis#.for Animal Operations
Source Cause _ BMPs to Control Insects Site Specific Practices
Teed- storage Accumulations of feed Q Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away fr o.m 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
i solids in filter stri s..around feed,storage as needed
Animal holding areas • Accumulations of animal -m Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals.is.minimal
J 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 solidsas needed)
Dry manure handling • Accumulations of 4nimal El Remove spillage on a..ioutine basis (e.g.,
systems wastes ?- .to 10'day interval-during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal .
C3 Provide for adequate drainage,around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips arorind stockpiles and manure
handling areas as needed
I
For more information contact:
Cooperative Extension Service, Department of womology,Box 761.3,North Carolina State University,Raleigh, NC 27695-7613.
I
AMIC _ Nnvamhar 1 1 1096 i'ag_ 7

Sw.i Farm bastel:anagement:Odor:Con rol Checklist.
Source Cause BMPs_to Min,imize Odor _ Site Specific Practices
Farmstead • Swine production -ems Vegetative or v►wooded buffers
[� Recommended best management practices
:Good judgment and common sense
Animal body • Dirty manure-covered' ® Dry floors
surfaces animals
Floor surfaces Wet manure-covered floors Slotted.floors
® :Waterers located over slotted floors
C1 Feeders at high end of solid floors
® Scrape manure buildup from floors
D ,Under1oor venti ation for drying
Manure collection a Urine Frequent manure removal.by flush,pit recharge,
pits Partial microbial of scrape
decomposition ® ;Underfloor ventilation
Ventilation exhaust • Volatile gases Fan maintenance
fans • Dust D :Efficient atr:movement .
Indoor surfaces • Dust Washdown betweengroups of animals
Feed.additives
C) Feeder-covers .
OFeed delivery downspout,extenders to feeder
;,covers :
Flush tanks Agitation of recycled:lagoon O Flush tank covers
liquid while tank ai e.f lhng O Extend fill lines to near bottom of tanks with'
anti-si .bon vents
Flush alleys Agitation during wastewater . .'Underfloor flush with underfloor ventilation y y
conveyance

Swine Farm Waste Management.0dor Control Checklist
Source Cause BMPs to Minimize Odor ySite Specific Practices
Pit recharge points • Agitation of recycled lagoon Extend.recharge lines to near bottom of pits with
liquid while pits are:filling .anti-siphon vents
Lift stations v Agitation during sump tank 0 .Surnp tank covers,
filling and drawdowil
Outside drain • Agitation during wastewater. CT Box covers .
collection or junction conveyance
boxes
End of drainpipes Agitation during wastewater Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid-level
Lagoon surfaces Volatile gas emissions Proper lagoon:liquidcapacity
• Biological mixing 93 Correct lagoon startup procedures
• Agitation ® Minimum sui7face area-to=volume ratio
Minimum agitation when pumping
7 Mechanical aeration,
13. Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles
• Wind drift O Minimum recommended operating pressure
I( Pump intake mear.lagoon.l'iquid surface
0 Pump from second-stage lagoon
Storage tank or • Partial microbial 0. Bottom or midlevel loading
basin surface decomposition D Tank covers
• Mixing while filling. 0 .Basin.surface.mats of solids
• Agitation when �mptying_ 0 Proven.biological additives.or oxidants
i
A L AFr%rR i 1 7 Rnr ^

Swine Farm Waste, anadement-Odor Control Checklist
Source Cause BMPs to minimize Odor Site Specific Practices
Settling basin surface Partial microbial ® :Extend°drainpipe outlets underneath liquid level
decomposition D >Remove*settlod solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry,or • Agitation when spreading, ©. Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions D Wash,residual manure from spreader after use.
outlets D Proven.biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ; W'Soll
Soil injection of slurry/sludges
slurry,or sludge on drying incorporation:within:48 hours
field surfaces n 'Spread-1n thin uniform layers for rapid drying
O Proven biological`additives or oxidants
Dead animals Carcass decomposition Proper'disposition.of carcasses
Dead animal disposal Carcass decomposition 01 Complete covering:of carcasses in burial pits
pits 6� Proper:location%construction of disposal pits
Incinerators • Incomplete combustion Q Secondary stack burners
Standing water Improper drainage Grade and landscape such that water drains away
around facilities • Microbial decomposition of romfao hies
organic matter
Manure tracked onto Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC - NovemhPr 1 1 1996 nn va. 'I

Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources-and.Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment.-, EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and.Storage;EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment;EBAE!Fact Street NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 _ NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management;.Odors and Flies; PRO 107, 1,995 Conference Proceedings Florida Cooperative Extension
i
I
A A anr-t NT.......-,.I- l r t n0 4 n

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.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.
a 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: 106-158.7.
Complete incineration according to 02 NCAC 52C .0102.
a a 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).
a Q Any method which, in the professional opiniorof 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.
2
i nat f Farm Owner ana r Date
9+ 6
Signature of Technical Specialist Date

'•� Unilnrl Slalaa
') Soli
l € Onnarlmenf 01 Coniarvallon
V Agrbj1iura SMICe
OP CR►1TOR: tom. IC' r �i 1BV" ,
Please review the attached plan and speciFicativhs cdkeFUIly. Retain
tills plan For your Use and records, in agreement
It ins strongly F'ecamme
your conErdctorl and Soil Conservation at your
Ser�ica pb�. bhndt aria nded t •
as 'tv haw the waste lagoon is td be ctbhstructed. the soil Coaysetvatlon
.
Service personnel w111 meet i�rith all cvncerhed po tlef and Wilk-Qver the
site to exptalh all Flags and markings. It is important thilt everyone
understand what Is-expected -so that final cahstructlon meets plans and ,
specification -and the Job can be certlFied For payment (iF cost-sharing
is Involved).
The
Pad dlmen$lons and grades are the best estimate, the BUILDER br
WITRACTOR i s• RESPOtIS I Bl.E For Final layout and design of the pads. The
Soil Conservation Service personnel will assist in a iiinited capacityi
as Its nla or concern. is the proper design and constFuation of ails 'waste
treatment is oon.
The actual amount of material required For pads and dam may vary from the
estimates. The •design.AII "attl:mpt to balance cuts acid Fliis as close as
Possible. if additional material Is required after cahstrllction is complete
AMINor, the tagovni the contractor and owner will hbgotiatR on the price and
tl location of borrow area. .•
MOTE: DeSlgn,hequlrement: ll 35w_ cU.Ft. m J
Estimate of ixcavation: I �cu.ft. O y
.� R141A! _ to-yds.
Estimate off 6 pike: ___cu.Fto
515_ cu.yds,
'¢. Ration '
�.�
.lob Class _3K`
Date
Designed By ^l.
Name
Design- Approval
Nance
�Da to
a
Ih.$pa Canso—afpn Si.voci
�i an i4oincy of lei
00119Mnlnt 01 hQrKyltUld

eirator:LORRAINE COLLIER County: LENOIR Date: 3-6-95
2 P.
stance to nearest residence (other than owner) : feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 Ibs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
1200 sows ( farrow to wean) x 433 l'bs. - 519600 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other -------------------------------------: 0 lbs
------------------------------------
Totai Average Live Weight = 519600 Ibs.•
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON t.
Volume = 619600 lbs. ALW, x Treatment Volume(CF)/ lb. ALW
Treatment Volume(GF)/ lb. ALW = 1 CF/ lb. ALW
Volume = 519600 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet OL0.+ar �c �c�rc6 3 �'^o skul5la S*alr"%9
TOTAL DESIGNED VOLUME s o ff,r A 1;4 ��, L.ayonK t
e-S Kc�1 ,a
^a$0.0
Inside top length (feetl---------- -- --
Inside top width (feet)---------------------- 260.0
Top of dike elevation (feet)----------------- 51 .0
Bottom of lagoon elevation - (feet)------------ 40.0
h Freeboard (feet)----------------------------- 1 .0
- Side slopes ( inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 5S/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 374.0 254.0 10.0
AREA OF TOP
LENGTH * WIDTH =
374.0 25Z.0 94996 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
314.0 194.0 60916 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
344.0 224.0 30SZ24 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP * (4*AREA MIDSECTION) + AREA BOTTOM? * DEPTH/6
94996.0 305224.0 60916.0 1 .7
Total Designed Volume Available = 773560 CU. FT.
se,
i

SUMMARY
Temporary storage period=========-w___=z=w_=> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==-=--=-----==-_==> 7.2 inches
1 .0 feet
Side �==gma�esaaaasa=}
Inside tap mosocaamar=lam=} 380.0 feet
Inside tap width==-=====--=-=----------__---_? Z60.0 feet
Top of dike elevation=====================`=> 51 .0 feet
Bottom of lagoon elevation==================> 40.0 feet
Total required volume=====-=__=== = > 763403 cu. ft.
Actual design volume===----===--==----` } 773560 cu. ft.
Seasonal high watertabie eIe•vatiOn (SHWT)===> 46.9 feet
Stop pumping 47.2 feet
Must be > or = to theSHWT elev.====--====> 46.9 f%et
Must be > or = to' min. req. treatment el .=> 46.0 feet
Required minimum treatment volume===========> 519600 cu. ft.
Volume at stop pumping elevation============> 5ZZ07G cu. ft.
Start pumping elev.====__== ____=_=====a> 49.3 feet
Must be at bottom of freeboard a 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall ===> 714280 cu. ft.
Volume at start pumping elevation===========> 707982 cu. ft.
Required volume to be pumped================> 154523 cu. ft.
Actual volume to be pumped==================> 185904 cu. ft.
Min. thickness of soil liner when required==> 1 .6 feet
T. DESIGNED BY: C eta �a4•"•--s APPROVED BY:
DATE: -� ., ��y., g5' DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:----------------------------------------------------------
-
h
MAR 292019

TEMPORARY STORAGE REQUIRED s
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
390.0 260.0 986,00.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
t..
TOTAL DA 98800.0 square feet
Design temporary storage period to be 180 days.
�a Volume of waste produced
Feces & urine_ production in gal ./day per 135 lb. ALW 1 .37
Volume = 519600 lbs. ALW/135 Ibs ALW 1.37 gal /day 180 days
Volume = 949136 gals. or 126889.8 cubic feet
$- Volume of wash water
This is the amount of fresh water used for washing floors or volume
ON of fresh water used for a flush system or -excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A:
Volume = 0.0 gallons/day 180 dayri storage/7.48 gallons
per GF
Volume = 0.0 cubic feet
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 inches •e DA / 12 inches per foot
Volume = 57633.3 cubic feet
Y. Volume of 25 year - 24 hour storm
Volume = 7.2 inches / 12 Inches per foot a DA
Volume = 59280.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 126590 cubic feet
5B. 0 cubic feet
5C. 57633 cubic feet
5D. 59290 cubic feet
TOTAL 243803 cubic feet

Operator:HOG CITY LAGOON 1&2 County LENOIR Hate : 10/30/97
Distance to nearest residence (other than owner) : 0 .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 The
0 head (finishing only) x 135 lbs . = 0 lbs
1850 sows (farrow to wean) x 433 lbs . -- 801050 lbs
0 head (wean to feeder) x 30 lbs . = 0 lbs
Describe other ----- -------„-----_..------------- 0
------------------------------------
Total AverageLive Weight = 801050 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 801050 lbs . ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 801050 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 .0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 500 .0
Inside top width (feet)---------------------- 420 .1
Top of dike elevation (feet)-- ------ 50 .0
Bottom of lagoon elevation (feet)------------ 35.9-
Freeboard (feet)- ---___ ------------------ 1 .0
Side slopes (inside lagoon)------------------ 1 .5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE 1 SS/SIDE-2 LENGTH WIDTH DEPTH
1 .5 1 .5 1 .5 1 .5 497 .0 417 .1 13 . 1
AREA OF TOP
LENGTH * WIDTH =
497 .0 417 . 1 207299 (AREA OF TOP)
AREA OF BOTTOM ,
LENGTH * WIDTH =
457 .7 377 .8 172919 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
--f 477 .4 397 .5 758891 (AREA OF MIDSECTION 4)
CU. FT . = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTHA
207298 .7 758891 .0 172919 .1 2
Total- Tl-s i_vn-i er7 Vribime, A-,*� i i ahl r- = r,.48 70FM rr7 FT

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike )
Length * Width =
500 .0 420 .1 210050 .0 square feet
Buildings (roof and lot water)
0 .0 square feet Describe this area.
TOTAL DA 2100 50 .0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
ti Feces & urine production in gal ./day per 135 lb . ALW 1 .37
Volume = 801050 lbs . ALW/135 lbs . ALW * 1 .37 gal/day 180 days
Volume = 1493251 gals . or 196621 .8 cubic feet
5R. Volume of wash Hater
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculato.
the lagoon water are accounted for in 5A .
Volume = 0 .0 gallons/day * 180 days storage/7 .48 gallons
per OF
Volume = 0 .0 cubic feet
WV. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 11 .8 inches
Volume = 11 .8 in * DA / 12 inches per foot
Volume = 206549 .2 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .2 inches / 12 inches per foot DA
Volume = `126030 .0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 195622 cubic feet
5B. 0 cubic feet
5C . 206549 cubic feet
5D. 126030 cubic feet
TOTAL 528201 cubic feet
6. SUMMARY
Temporary storage period====================5 180 days
Rainfall, in excess of evaporation=====______> 11 .8 inches
25 year - 24 hour rainf all.===== ___________> 7 .2 inabes
' Freeboard=--==---------------....__------- ' > 1 .0 feet
� Side slopes=====-__---..__.._________________:> 1 . 5 1
Inside top length_______________________c_-w> 500 .0 feet
Inside top width=-===___________________Yi=_ > 420 .1 feet
Top of dike elevation===-_=________________ > 50 .0 feet
Bottom of lagoon elevation=====__=__=______=> 35 .9 feet
Total required volume=___=__-..______________ 5 1329251 cu. ft.
Actual design 2487054 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42 .0 feet
Stop pumping elev ___-__-_____-_.._..----_-__> 45 .0 feel: �
Must be > or = to the SHWT alev .-___-_____ > 42 .0 feet
Must be > or = to min. req. treatment el .=> 41 .9 feet
Required minimum treatment volume===========> 801050 cu. ft.
Volume at stop pumping elevation-====_______> 1679606 cu. ft.
Start pumping elev .=__=_______�_____________> 47.4 feet
Must be at bottom of freeboard & 25 yr , rainfall
Actual volume less 25 yr.- 24 hr.. rainfall==> 2361024 cu. ft.
Volume at start pumping elevation=====______> 2158874 cu. ft.
Required volume to be pumped_______________=> 402171 cu. ft.
Actual volume planned to be pumped======____> 479268 cu. ft.
Min. thickness of soil liner when required== > 2.1 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
t NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS•- -------------------------------------------------

'Ferator:HOG CITY-LAGOON #3County: LENOIR Date: 10/29/97
listance to nearest residence (otlkQr than owner) : 0 .0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder ) x 522 lbs . = 0 The
0 head (finishing only) x 135 lbs . 0 The
550 sows (farrow to wean) x 433 lbs . = 238150 lbs
0 head (wean to feeder) x 30 lbs . -- 0 lbs
Describe other :------------------------------------
------------------------------------
Total Average Live Weight = 238150 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 238150 lbs . ALW x Treatment Volume(C)F )/lb . ALW
Treatment Volume(CF) /lb . ALW = 1 CF/lb. ALW
Volume = 238150 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 .0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 250 .0
Inside top width (feet)---------------------- 159 .5
Top of dike elevation (feet)----------------- 50 .0
Bottom of lagoon elevation (feet)------------ 36 .9
Freeboard (feet)------------------------------ 1 .0
Side slopes (inside lagoon)------------------ 1 .2 1
Total design volume using prismvidal formula
SS/END1 SS/END2 SS/SIDE 1 SS/SIDE2 LENGTH WIDTH DEPTH
1 .2 1 .2 1 .2 1 .2 247 .7 157 .2 12.1
AREA OF TOP
LENGTH * WIDTH =
247 .7 157 .2 38938 (AREA OF TOP)
AREA OF $OTTOM
LENGTH * WIDTH =
219 .9 129 .4 28445 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
233 .8 143.3 133992 (AREA OF MIDSECTION * 4)
CU . FT . = [AREA TOP + (4*AREA MIDSECTION ) + AREA BOTTOMS * DEPTH/6
38938 .4 133991 .5 28444 .6 2.0
Total Designed Volume Available = 406105 CU. FT .

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon - (top of dike)
Length * Width =
250 .0 159 .5 39875.0 square feet
Buildings (roof and lot water)
0 .0 square feet Describe this area.
TOTAL DA 39875 .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
Volume = 238150 lbs . ALW/135 lbs . ALW * 1 .37 gal/day 180 days
Volume = 435021 gals . or 58157 .8 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 recirculi
the lagoon water are accounted for in 5A.
Volume = 0 .0 gallons/day * 180 days storage/7 .48 galloi
per C)
Volume = 0 .0 cubic feet
5C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amour
180 days excess rainfall - 11 .8 inches
Volume = 11 .8 in * DA / 12 inches per foot
Volume = 39210 .4 cubic feet

5 D. Volume of 25 year - 24 hour storm
Volume = 7 .2 inches / 12 inches per foot * DA
Volume = 23925 .0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 58158 cubic feet
5B. 0 cubic feet
5C . 39210 cubic feet
5D . 23925 cubic feet
TOTAL 121293 cubic feet
V1 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation=========== > 11 .8 inches
25 year - 24 hour rainfall================== > 7 .2 inches
1.0 feet
Side slopes=====-------____... ______________ > 1 .2 . 1
Inside top length==_________________________ > 250 .0 feet
Inside top width-__--_______,___-_--_______- , 159.5 feet
Top of dike elevation========---======---=-- > 50 .0 feet
Bottom of lagoon elevation============-===== > 36 .9 feet
Total required volume======================= > 359443 cu. ft.
Actual design volume===_____________________> 406105 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42 .9 feet
Stop pumping 44.5 feet
Must be > or = to the SHWT e1ev.=--=___=__ > 42 .9 feet
Must be > or = to min . req. treatment e l .=> 42 .9 feet
Required minimum treatment volume===========> 238150 cu. ft.
Volume at stop pumping elevation============> 240151 cu. ft.
Start pumping elev .===.-______________K=..____> 47 .4 feet
Must be at bottom of freeboard & 25 yr , rainfall
Actual volume less 25 yr.- 24 hr.. rainf all== > 382180 cu. f t.
Volume at start pumping elevation===========> 344989 cu. ft.
Required volume to be pumped=====--_----=====> 97368 cu. ft. �
Actual volume planned to be pumped========== > 104838 cu. ft.
Min. thickness of soil liner when required==> 1 .9 feet
-� . DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS----------------------------
-------------------------------------------------------------

Operator: Heath Lagoon 1-5 County: Lenoir, NC Date: 06/04/16
Distance to nearest residence (other than owner): 0.0 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
0 head (finishing only) x 135 lbs. 0 lbs
2686 sows (farrow to wean) x 433 lbs. 1163038 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight 1163038 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1163038 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1163038 Cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 Cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 590.0
Inside top width (feet)---------------------- 360.5
Top of dike elevation (feet)----------------- 47.5
Bottom of lagoon elevation (feet)------------- 36.7
Freeboard (feet)----------------------------- 1.0
Side slopes inside lagoon) - 2.0 1
Total design volume using prismoidal formula
SS/END1 SS/8ND2 SS/8IDX1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 586.0 356.5 9.8
AREA OF TOP
LENGTH * WIDTH =
586.0 356.5 208909 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
546.8 317.3 173500 (AREA OF BOTTOM)
f
AREA OF MIDSECTION
LENGTH * WIDTH * 4
566.4 336.9 763281 (AREA OIL MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
208909.0 763280.6 173499.6 1.6
Total Designed Volume Available = 1871292 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dLke)
Length * Width =
590.0 360.5 212695.0 square feat
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 212695.0 square feet
Design temporary storage perioariod to b e 180 days.
5A. Volume of waste produced
Feces 5 urine production in gal./day per 135 lb. ALW 1.37
Volume = 1163038 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2124483 gals. or 284021.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
RN of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume a 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume a 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 a 7.0 in * DA / 12 inches per foot
Volume a 124072.1 cubic feet
NN

5D. Volume of 25 year - 24 hour storm
Volume = 7.2 inches / 12 inches per foot * DA
volume = 127617.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 284022 cubic feet
5B. 0 cubic feet
5C. 124072 cubic feet
5D. 127617 cubic feet
TOTAL 535711 cubic feet
6. SUMMARY
Temporary storage period==============_=====> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall=================_> 7.2 inches
1.0 feet
Side 2.0 1
Inside top length==______________ 590.0 feet
Inside top Width=======a=______________ 360.5 feet
Top of dike elevation «aa==c===a=c=====_ 47.5 feet
Bottom of lagoon elevation======_===___=====> 36.7 feet
Total required Volume====a=====_____=====c==> 1698749 cu. ft.
Actual design V0117[[leaa�====a==a== 1871292 Cu. ft.
OMN seasonal high Watertable elevation (MT)===> 42.2 Beet
Stop pumping elev.=====n2= caaa==o�==.a==> 42.7 feet
Must be > or - to the SEWT elev.====_===_>> 42.2 feet
Must be > or = to min. req. treatment el.=> 42.7 feet
Required minimum treatment volume===========> 1163038 cu. ft.
Volume at stop pumping elevation=--==========> 1104365 cu. ft.
Start pumping elev.===aa=====____=====c====a> 45.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfallaa> 1743675 cu. ft.
Volume at start pumping elevation=-=========> 1725978 cu. ft.
Required volume to be pumped==__===_=========> 408094 cu. ft.
Actual volume planned to be pumped====w=====> 621613 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 5/4/2016 DATE: 5/4/2016
NOTE: SEX ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
C

operator: --------- ---- a=a==::smeom Qe=a=es:> Heath Lagoon 1-5
n County:==============a=aaaa aaaaaaaaa aaaa====> Lenoir, NC
Dat O%====m ------- -=-seam-e m==ooaa=- --------> OS/44/16
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finiBh):saa aaaaaaaaa aaaaaaaa> 0
sows (farrow to feeeder):aaa aaaaaaaaa ===as=aa> 0
head (finishing only):===== _ __-_ _ _____> 0
sows (farrow to wean):aaaaa aaaa=aa=a aaa=aaac> 2686
head (wean to feeder):===_= aac===___ ________> 0
Ave. Live Weight for other operations(lbs.)=> 0
Storage volume for sludge accum. (cu. ft.):=> 0
Treatment Volume (min. 1 cu. ft./lb.)===__==> 1.0
25 Year - 24 Hour Rainfall (in.)saa-=a=====_> 7.2
Rainfall in excess of evaporation (in.)=----> 7.0
Drainage area of buildings 6 lots (sq. ft.)=> 0.0
Volume of wash water (gallons/day)==========> 0.0
Temporary storage period (days)aaaaaaaaaaaa=> 180
Freeboard (ft.):==____________=____=_______> 1.0
Side slopes (inside lagoon):aaaaa=aoaaaa=a==> 2.0 1
Inside top length (ft.):==__________________> 590.0
Inside top width {ft.):==____=====a =____-> 360.5
Top of dike elevation 47.5
Bottom of lagoon elevation 36.7
seasonal high water table(SHWT) elev.(ft.):=> 42.2
Total required volume:===== 1698749 cu. ft.
Actual design volume:====== aaaaaaa=> 1871292 cu. ft.
Stop pumping el.(> or a to 42.2 ft.SHWT)> 42.7 ft.
(> or = to 42.7 ft.Min.)
Required minimum treatment volume: 1163038 cu. ft.
Volume at stop pumping elevation: 1104365 cu. ft.
Start pumping else.:===____ ___=_=____=_=> 45.8 It.
IN Volume at start pumping elevation: 1725978 cu. ft.
Actual volume less 25yr-24hr rain: 1743675 cu. ft.
NOTE: verify that temp, storage is adequate:
Reg. volume to be pumped:====> 408094 cu. ft.
Actual volume to be pumped:==> 521613 cu. ft.

4 /
_ INSTALL WATERWAY OF DIVERSION
TO REMOVE SURFACE WATER
ALL OUTSIDE SLOPES SHOULD
BE MAINTAIN AT 2.5:1-3.0: 1
O. 4
�? 46.5'
�L
AN
AEI LAGOON PF
ELEVATI ON S FOR M ANAGEM
OUTLET PIPE FROM HOUSE
LOWEER END SHOULD BE AT
OR ABOVE MAXIMUM LIQUID _
LEVEL. ON 1% SLOPE.
� FREEBOARD = 1 FOOT MINIMUM
` 25-YEAR,24-HOUR STORM
DIVERSION TERRACE STORAGE = APPROX. 9 INCHES
AROUND OUTER -- -
PERIMETER OF LAGOON 1\ TEMPORARY LIQUID TREATMENT
1. NORMAL WASTEWATER
NOTE: THESE TWO POINTS STORAGE = 90-180 DAYS
NEED TO BE MAED
IN THE LAGOON�FOR
MANAGEMENT.
PERMANENT LIQUID TREATME
� DESIGN TREATMENT VOLU+
* NEED TO START IRRIGATION
AS SOON AS LIQUID LEVEL
EXCEEDS STOP IRRIGATION SLUDGE ACCUMULATION
ELEVATION. 12-15 YEARS

t
t
('Al h 0' p yv1 LcJa�� frd3� v uJL
��o IKS rrL6" .d bf oo,,.JC o;� Cot
+4E Q
MUM 46.0 FT.
LEVEL
AT
ATION
aY EUV. 4..2El J . 0 . H O WARD HEAT
5200 FEEDER TO FINI
1
LENCIR COUNTY, N.C.
O USDA, NATURAL RESOURCES CONSERVYI.-
�J
DRAWN BY• CLA LADE L ONG DA TE.. 61171
1

TEMPORARY STORAGE CAN NOT BEAM
STORED IN THIS LAGOON DUE
f + TO THE OUTLET PIPE FROM '
HOUSES BEING TO LOW IN ELEV.
Am As&
� o _
o
1N� t -�pP NORMAL W/L
MAINTAIN EXISTING PIPE MP
AT PRESENT ELEVATION h
-peep
BETWEEN LAGOONS I & 2 Z
O
LAGOON NO. 1 � ^
' BOTTOM ELEV. 40.00' P1N�
L t -
IA
22 4 .7- `: ^
7.8 FT- n '1
L2 r n
- 9A
�. 47.8 FT. y

A
A T 2-5: 1-10: 1 i;%1C 011 D
0 N NC .
AVERA,,';,E ! elCnohj T,*
_Tau ARLEA OF TOP
29,41 sqJ
0.67 acres
12.00' AREA Or- NPIRMAL W/L
25,285. sq.ft
0.58 acres
AREA BOTTOM
L20,012.
0.45 ocre s
INSTAL!- WATERWAY OR DIVERSION
TO REMOVE SU R A Cr-
r WATEC.R._17
0
C:i

Z- :'z
LAGOON NO. 5
AVERAGE LAGOON TOP .47.2' 0 -D L 6
AREA OF TOP
109,019. sq.'It.
2.50 acres
AREA OF NORMAL W/L
16
88,112. sq.ft. jq /.
2.02 acres
AREA BOTTOM
17
68,308. sq.ft.
1.56 acres
Z-
ALI- OUTSIDE SLOPES SHOULr-
BE MAINTA114 AT 9.5:1-3.0
3
WOODS
Q
2

N/L 44.'2 F T
LAGOON NO. -I-
BOTTOIA ELEV. 37-0'
4-7
LAGOON NO. 5
T7OM ELEV. 35.2'
A 'L OON G
AVERAGE LAGOO[
-del 12.00' AREA OF
12
17,351. sc.
0.39 acre
AREA OF NORM
13
15,237. sc
�-
,fAINTAIN 7 0.34 acre
To-
P OF -:,A T EL,,V. AREA BOTTO
.7-8 FT 14
11,830.
0.27
. ALL OUTSIDE 'LOPES SHOULD
BE MAIN TAWN AT 2.5-.1-3.0: 1
GRAPHIC SCALE-'
50 p 25 so 100 2DO
IN FEET
1 inch = 50 ft.

16,683 sq_ft. }
1
0.38 acres
AREA OF NORMAL W/L
10
9,75 2. sq.f
0.22 acres
AREA BOTTOM
11
5,329. sq.ft.
0.12 acres
THIS END OF DIKE FOR LAGOON NO. 3
WILL DEED TO BE RE CONSTRUCTION,
THE (DIKE WILL NEED TO 8E IMOVED
TOWARD THE INSIDE OF LAGOON SO
DIKE CAN BE PROPERLY CONSTRUCTED
AND ALLOW OPEN DITCH TO FUNCTION
END OF LAGOON.
�Q)
r
INSTALL A PVC PIPE WITH A MINIMUM I�GOON NO. 3
DIAMENTER OF 8 INCHES AT ELEVATION ``- 30iiOM E
44.2 FEET TO MOVE WASTE BETWEEN - '�`
LAGOONS.
G � n
MA
INTAIN To
f
EXISTING OPEN DITCH �;L�?
�L5 -
I It
NORMAL W/L 44.2
r

4.�3 aces WOODS
AREA OF NORMAL W/�-
32,5'10. sq.ft. E
0.74 acres
AREA BOTTOM
8
v� 24,686. sq.ft.
0.58 acres
MAC
o- X AT
BE:
1' 0 � .THIS AREA BETWEEN LAGOON NO.
.4 � 2 & 3 NEEDS TO EXCAVATED TO
' �li ALLOW BETTER MOVEMENT OF WASTE 4&
`x tr BETWEEN LAGOONS. ALL OUTSIDE SLOPES SHOULD '
/ BE MAINTAIN AT
f
l 24
2..;':r
12.00' __
M --
OF `D]' AT ELEV. 47.,c
A� 12.0
47 LAGOOM NO. 2
i! BOTTOM ELEV. 38.2'
Tolp OF
DI
LLEV 47.8 F _ �
E HOUSE
-53
�6 •� ; ��ti. � r r .l L .`� tl
_
L rY
� LAGOON NO. 4
BOTTOM ELEV. 37.0'
k 7-y �```�_ �-

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/ 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,:forthe dam.. E.escue or common bermudagrass
are the.most common vegetative covers. .The vegetation should be feitilized.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 west each year;..the-lagoon.embankment..and surrounding areas should be'. .
_ .
fertilized with 800 pounds per acre of 10-1OAD or equivalent.
Brush.and trees on the embankment must be controlled. .This may.tie'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.area&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 appropnate'technical expert
T:ransfer:Pumps --check for.proper:cperation of .
1 recycling pumps
2. :irrigation pumps;
Check for-leaks, loose.fittings,•and overall pump operation..An unusually loud'or grind'in j
noise; or. a large amount of vibrat ion;.may indicate that the pump is in need bf.repair.or.:
replacement:
NOTE,: Pumping.systems should be inspected and operated frequently enough so that
you are .not completely "surprised" by equipment".failur.e. .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 parkins; 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 proper 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:
Drainpipes into the.Iagoon 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 waterao avoid,erosion of the lining:
4... When possible., -begin loading new lagoons in.the sprang to maximize: bacterial
establishment (die;to:warmer weather).
b. It. is .recommended that. a. new lagoon be' .seeded 'with:sludge from a -healthy
working ,wine lagoon .in the amount of 0:25 percent of the.full: lagoon Gquid`:
volume This seeding should occur at least two weeks.prior to ahe addition.of
wastewater.:.
6: Maintain a.periodic check onAhe' .lagoon liquid pH: 1f the pH falls.`beLow.7.0, add
agricultural lime at.the rate of 1 pound.per 1.000 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.
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• 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.
•., Th'e lagoon liquid Ievef should:never.i�6.closer.than ,1°,foot;tq.the lowest'point 'of the:`
dam or embankment.:
• Don:not pump the lagoon liquid level lower than the permanent storage Ievel unless
you are removing sludge.
lrocate:float pump i es.'und,eneath.the Ii uid . .makes approximately 1.�. inch q .surface and
as.ar away from the drainpipe liplots as.possible:
•. Prevent 'dditions of bedding maferials, .long stemmed.forage or vegetation,
feed, plastic syringes;or other forelgn materials into the lagoon.-'.
Frequently remove solids from :catch basins at .end 'of, confinement houses or
wherever they ar.e jn. stalled..
• 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:
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• 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 pert of`lagoon by.irngation.onto nearby cropland or-tor 0e'lan. a; mix. .
remaining sludge; pump into.liquid,sludge.applicator,haul.and spread onto cropland or
forag:eland, and. oil 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 foragelan'd;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.
airnited by these nut ients 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.
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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 dam. ,Assuming proper design and construction, the owner has the.responsibility
.for ensuring structure safety. Items Which may lead to lagoonfailures 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 seounng,.damage.during sludge removal, or
rupture from lowering Iagoorr liO A 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: caiJse a .la.rge.
discharge of wastewater and possible dam failure.
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