310328_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality A P R Q 5 2019
Division of Water Resources
��a11B1:' i�i3y
Animal Waste Management Systems --- -�� -- 1"Won
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0328 Certificate Of Coverage Number: AWS310328
2. Facility Name: W S Matthews Farms#2
3. Landowner's Name(same as on the Waste Management Plan): W S Matthews Farms hic
4. Landowner's Mailing Address: 235 BilIN Matthews Ln
City: Turkey State: NC Zip: 28393
Telephone Number: 910-990-3922 Ext. E-mail:
5. Facility's Physical Address: 306 Charlie Frederick Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): MuMhy-Brown LLC
10. Operator Name(OIC): Kv le Davis Sutton Phone No.: 252-560-5560 OIC#: 994947
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,896
Swine-Wean to Feeder 5,200
Oneration Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr%
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and S
corrections and forage L
prOVjti'e missing agOOns
g data.) (VenfY the following inf°rination i s accurate +
and complete. Make all necessary
Strube Estimated
Name Date Liner Type
NEW(SM) u It (Clay, t
Syn�etic,
NURSERY I Ll 0 ) Capacity Estimated
NURSERy2 (Cubic Feet) Surface Area Design Freebo;
(S9uareFeet) "Redline"
OLD(I,C) -7 65,340.00 (Inches)
43,560.00 27.00
43,560.00 19.50
�� 87,120.00 19.50
Mail one (1) co 23.00
as re9oired b Py of the Ce
Y NC Generalrnf;ed Animal
Statures Waste Mana
The CA 143_215.10C
W�must' (d)tot Bement Plan (CAW
include the followin headdress below,
The mostr g com ts: MP) with this mpleted and
1. ponen co
�ecent W signed application
a The method rite Utilization PI
b' A map of eve Y which waste is applied ljiean(a�)>si ned 6 the c. The O field used P to the diandsposal O'v Per n
e• The tops god o ent on every land aplication(fp�examfieldple:(irr ga onahonmJe� on,etc.)ic s ecialist. containin :
e application g
The Realistic n every land aPPlicatiofield ma
P)
g he"i�utn P�E0 bectation(RYE)for e field
h.
Thewaste application w aO plied to every land a crop shown
2. required s for PPlicati ni the WUP
A site ma tic St every crop utilized in the field
3 P schematicdard specifications WUP
4. EmergencY Action Plan
Insect Control
Checklist
6 Mortaliontrol Checldist witWith chosen best mad
7. tY ControlChecklistchC en best dement practices noted
Omple estora$e p0nd capacity rrh selected method noted Practices noted
Also pr°vide Method
d"Use the enclosed
Your facility, any ite (design Calf updated Mo
8' Operatio M . evaluatio ulatio rtali n and amtenadce Plan evaluations,
wetland determinationsecklist
c)or hard be sure thety Control habove table
If y01� CA classifications is accurate
(e.g.cOmPosting gestersewaste tr comPonents not shown ns that may be aPAlueable and
As a second transfers,etc wn on this list
o please include application all option C° mailing Pa er a the adds
and
`��►'MP items above t Vies
Of the application
pac�ge' additional cotnpOnents with y0,� submittal.
a/@ncdenrgov you can scan and e
snail one signer cOPY of the

owledge• 1 understand that,
d complete tO the best O,f y and attachments are not
b me and is accurate an supP°
rmation
d that if all required statement,
reviewed Y err rnwes any false S C
l ihat this application has been ion are not complete
a e as any person 'Wh $25,000 P ears, or
° Unowmg Y Per violation• both for
required parts of this e will be rued to Tn
Iczl this application Packag 143-215 6A and 143-eC 5 60'civil penalties uPnto°f not more
than 5 Y
NC General Statutes be may be. than $10,000 of imPTlsonm
in accordance with any of not more If Landowner is a
certification
rn ent by a fine
representation, or punishment aU landowners should S
Section 1001 provides a P
a similar offense.)
or if multiple Landowners
downer, of the corporation):
official (Lan
pal executive officer v
,tcd Name Of Signing �
poration,signature should be by as principal
� Title: d C1
LDate:
.gklature:
Title'• y
Date•.
Same:
Signature'.
Title: r �
��— - Date.
Name: WING ADD XSS:
;ignature: �-- Y-� BE SENT TO TI�FOLLO
�LETED APPLICATION SHOD
THE C� NCDEQ-DW
Feed s program
Animal Feeding pperati
1636 Mail Ser`jCe Center 161
Raleigh,North Carolina 27699-
nnmber:(91q)707A100
Telephone i,et* ,, al@nk dear.g°v
E-mail;2019per'°
GENERAL 0212019

Yo`y
ROY COOPER r
Governor
MICHAEL S.REGAN ���,_
5eererary
LINDA CULPEPPER NORTH CAROLINA
Meow a:nviranmental Quality
February 27,2019
W S Matthews Farms Inc
W S Matthews Farms#2
235 Billy Matthews Ln
Turkey,NC 28393
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, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htti)s://deq.nc.gov/about/divisions/water-resources/water-Duality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure + ur continued cover coverave under the State Non-Discharee General Permits. ,ou must submit an application f
Permit coverage to the Division. Enclosed You will find a 'Request for Certificate of Coverage Facility Currently Covered b% an
Exnirine State Non-Discharge General Permit." The application form must be completed signed and returned by April 3. 2019.
Please note that you must include one (11 cony of the Certified Animal Waste _Manaeement Plan (CAWMP] with the
completed and siened appliggtion form. A list of itemsincluded in the CAWMP can be found on Vage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Dunlin County Soil and Water Conservation District
AFOG Section Central Files-AWS310328
Murphy-Brown LLC
North Caro9ino Department of EnviFonmental Quality 1 Division of Water Resources
D F M2 N.Saiisbrrry St.1 1636 Mail Service Center 1 Raleigh,North Carolina 27699-ISM
919.7D7.9D©D

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
^ 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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Fsndering at a rendering plant licensed under G.S.-106-168.7.
® Complete incineration according to 02 NCAC 52C .0102.
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.
El D 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 ® Any method which., in,the professional opinioniof 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
fil/lass 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.
Signature of Farm Owner/Manager Date
Signatu6 of Technical Specialist Date

4/1/2019 306 Charlie Frederick Rd-Google Maps
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3J , - '
Nutrient Management Plan For Animal Waste Utilization
02-08-2016
This plan has been prepared for: This plan has been developed by:
WS Matthews (Farm#1) Greer Moore
WS Matthews,Inc. WS Matthews, Inc. Clear Run Farms Consulting Services Inc.
260 Billy Matthews Lune PO Box 338
Turkey, NC 28393 Harrells, NC 28444
[phone] (910)385 456
OZVY
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner)
. Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural R!T,2vz�2-
Technicalvation Service or the standard of practices
adopted by the Soil andtion Commission.
Plan Approved By: Specialist Signa ure Date
392947 Database Version 3.1 Date Printed: 02-08 2016 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 993,200 gals/year by a 5,200 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2288
Incorporated 3929
Injected 4326
Irrigated 2486
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,486 8833 -6,347 3,528,246 -2,535,046
Year 2,486 11629 -9,143 4,645,233 -3,652,033
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,538,592 gals/year by a 4,896
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
— Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10453
Incorporated 17953
Injected 19771
Irrigated 11362
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(ibs)* Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 11,362 4520 6,842 1,805,321 2,733,271
Year 2 11,362 4259 1 7,103 1,701,406 1 2,837,186
�e�iuiaal�,9l;�fati�%turs t[��
Note: in source W,S means standard source,U means user defined source.
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
392947 Database Version 3.1 Date Printed: 02-08-2016 Source Page I of l

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(Ll) Soil Series Crop Sequence RYE
21.67 1 3.31 3.31 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 10 6.18 6.18 N/A Woodington Corn,Grain 110 bu.
Wheat,Crain 50 bu_
Soybeans,Manured,Double Crop 29 bu.
2167 11 2.49 2.49 NIA Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 12 3.60 3.60 NIA Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 13 2.82 2.82 N/A lWoodington Corn,Grain 110 hu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 14 4.13 4.13 N/A Woodington Corn,Grain 116 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 IS 4.79 4.74 N/A Woodin on Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 2 3.15 3.15 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 3 3.27 3.27 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 4 3.88 3.88 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 5 4.61 4.61 N/A Foreston Com,Grain 1 120 bu.
392947 Database Version3.1 DatePrinted2/8/2016
PCS Page 1 of 3
NOTE: Symbol*means user entered data..

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 6 4.03 4.03 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu_
2167 7 4.79 4.79 N/A Forest,. Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 8 5.01 5.01 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 9 6.18 6.18 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Honored,Double Crop 29 bu.
2167 Field 5 @ 14.29 14.29 N/A Auhyville Corn,Grain, 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2167 Subl 5.00 5A0 1 N/A Foreston Corn,Gram 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
2167 Sub2 3.19 3.19 N/A Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
2167 Sub3 1.97 1.97 N/A Woodington Corn,Grain 110 bu.
Wheat,Gram 50 bu,
Soybeans,Manured,Double Crop 29 bu.
2167 SuM 3.39 3.39 NIA Woodington Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu,
PLAN TOTALS: 90.08 90.08
392947 Database version 3.1 Date Printed 2/82016
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

Li Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root 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 be planned Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391.).
392947 Database Version 3.1 Date Printed 218f2016
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation, This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Ccrnm, Res, 4'm
id Solid Liquid Solid
PA Fert, (lbs/A) eA Manure Manure Manure
Nutrient Nutrient d Applied Applied A lied
Req'd Applied ppSource (lbs/A) pbslA) ) (acre) (Field) (Field)
Total Use. Applic. AppieaTract Field ID Soil Series Acres Acres CropRYE Period N N N Method Tons 1000 gals tons
2167 1 SS Foreston 3.31 3,31 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 g 31.96 0.00 105.77 0.00
2167 1 S7 Foreston 3.31 3.31 Corn,Grain 120 bu. 2/15-6/30 137 0 g
20 Irri . 37 14.78 0.00 48.92 0.00
2167 1 S5 Foreston 3.31 3.31 Wheat,Grain 55 bu, 9/1-4/30 115 0 g
0 Irri . 30 11,98 0,00 39.66 0.00
2167 1 S7 Foreston 3.31 3.31. Wheat,Grain SS bu, 9/14/30 115 0
0 Irrig. 20 7,99 0.00 26.44 0.00
2167 10 S5 Woodington 6.18 6,I8 Corn,Grain
11.0 bu, 2/15-6/30 1.19 0 20 Irrig. 68 27.16 0.00 167.86 0.00
2167 10 S7 Woodington 6.18 6.18 Corn,Grain 110 bu, 2/15-6/30 119 0 g
20 Irrig. 31 12,38 0.00 76,53 0.00
2167 10 S5 Woodington 6.18 6.18 Wheat,Grain
50 bu. 9/1.4/30 96 0 0 Irrig. 25 10.07 0,00 62.21 0.00
2167 10 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 9G 0 0 Irrig, 17 6.59 0.00 40.73 0.00
2167 11 SS Woodington 2,49 2.49 Corn,Grain
110 bu, 2/15-6/30 119 0 20 Irrig, 68 27.16 0.00 67.63 0.00
2167 11 S7 Woodington 2.49 2.49 Corn,Grain 11.0 bu, 2l15-6/30 119 0 20 Irri 31
g• 12.38 0.00 30.83 0.00
2167 11 SS Woodington 2.49 2,49 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 25.06 0.00
2167 11 S7 Woodington 2.49 2.49 Wheat,Grain
S0 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 1 G,41 0.00
2167 12 S5 Woodington 3.60 3.60 Corn,Grain
110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 97.78 0.00
2167 12 S7 Woodington 3.60 3.60 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0,00 44.58 0.0
2167 .12 S5 Woodington 3.60 3,60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25
g 10.07 0,00 36.24 0.0
2167 12 S7 Woodington 3.60 3.60 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17
6.59 0,40 23.73 0.00
392947 Database Version 3.1 Date Printed:2/8/2016
WUT Page 1 nf 9

Waste Utilization Table Year 1
Nitrogen Comm. Res. I Manure Liquid Solid I Liquid Solid
PA Fert, (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract I Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 13 S5 Woodington 2.82 2.82 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 68 27.16 0.00 76.60 0.00
2167 13 S7 Woodington 2,82 2.82 Corn,Grain 110 bu. 2/15.6/30 119 0 20 Irrig. 31 12.38 0.00 34.92 0.00
2167 13 S5 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10,07 010 28.39 0.00
2167 13 S7 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 18.59 0.00
2167 14 S5 Woodington 4.13 4.13 Corn,Grain 110 bu. 2/15.6/30 119 0 20 Irrig. 68 27.16 0.00 112,18 0100
2167 14 S7 Woodington 4.13 4.13 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12,38 0,00 51.14 0.00
2167 14 S5 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1.4/30 96 0 0 Irrig. 25 1.0.07 0.00 41.57 0,00
2167 14 S7 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 27.22 0.00
2167 15 SS Woodington 4.79 4.79 Corn,Grain 110 bu. 2/15.6/30 1.19 0 20 brig. 68 27.16 0.00 130.111 0.00
2167 15 S7 Woodington 4.79 4.79 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12.38 0.00 59.31 0.00
2167 15 S5 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 fnig. 25 1.0,07 0.00 48.22 0.0
2167 15 S7 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1.4/30 96 0 0 Irrig. 17 6.59 0.00 31.57 0.00
2167 2 85 Foreston 3.15 3.15 Com,Grain 120 bu. 2/1.5-6/30 137 0 20 Irrig. 80 31..96 0.00 100.66 0.00
2167 2 S7 Foreston 3.15 3.15 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14-781 0.001 46.56 0.00
2167 2 SS Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 Irrig. 30 11.98 0.00 37.75 0.00
2167 2 S7 Foreston 3,15 3.15 Wheat,Grain 55 bu. 9/1-4/30 115 0
0 Irrig. 20 7.99 0.00 25.17 0.00
2167 3 SS Foreston 3.271 3.27 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 104.49 0.00
2167 3 S7 Foreston 3-27F 3.27 Corn,Grain 120 bu. 2/15-6/30 1.37 0 20 Irrig. 37 14.78 0.00 48.33 0,00
2167 3 S5 Foreston 3.27 3.27 Wheat,Grain 55bu. 9/1-4/30 115 0 0 Irrig. 30 11.98 0.00 39,19 0.00
2167 3 S7 Foreston 3.27 3.27 Wheat,Grain 55bu. 9/1.4/30 115 0 0 Irrig. 20 7.99 0.00 26.12 0.00
2167 4 S5 Foreston 3.8$ 3.88 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.10 123.99 0,00
2167 4 S7 Foreston 3.88 3.88 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 37 14.78 0.00 57.34 0.00
392947 Database Version 3.1 Date Printed:2/8/2016 WUT Page 2 of 9

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (tbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (1bs/A)
Source Total Use. Applic. Applic, 1000
Tract Field D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 4 $5 Foreston 3.88 3,88 Wheat,Grain 55 bu. 9/.4-4/30 115 0 0 Irrig. 30 11.98 0.00 46.49 0.00
2167 4 S7 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 20 7.99 0.00 31.00 0.00
2167 5 S5 Foreston 4.61 4.61 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig, 80 31,96 0.00 147.31 0.00
2167 5 S7 Foreston 4.61 4.61 Corn,Grain 120 bu, 2/15-6/30 137 0• 20 Irrig, 37 14.78 0.00 68.13 0.0
2167 5 S5 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 .115 0 0 Irrig, 30 1.1.98 0.00 55,24 0.00
2167 5 S7 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 1.15 0 0 Irrig. 20 7.99 0.00 36.83 0.00
2167 6 S5 Foreston 4.03 4.03 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31.96 0.00 128.78 0.00
2167 6 S7 Foreston 4.03 4.03 Corn,Grain 120 bu, 2/15-6/30 1.37 0 20 Irrig. 37 14.78 0.00 59.56 0.00
2167 6 S5 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 30 11.98 0.00 48.29 0.00
2167 6 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 32.20 0.00
21.67 7 S5 Foreston 4.79 4.79 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 80 31,96 0,00 153.07 0,00
2167 7 S7 Foreston 4.79 4,79 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig, 37 14,78 0.00 70,79 0.0
2167 7 S5 Foreston 4.79 4,79 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig. 30 1.1.98 0.00 57.40 0.00
2167 7 S7 Foreston 4.79 4.79 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 38.27 0.00
21.67 8 S5 Woodington 5,01 5.01 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig, 68 27.16 0.00 136.08 0.00
2167 8 S7 Woodington 5.01 5.01 Corn,Grain 110 bu. 2/15-6/30 1.19 0 20 Irrig. 31 12.38 0.00 62.04 0.00
2167 8 SS Woodington 5.01 5,01 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10,07 0.00 50.43 0.00
2167 8 S7 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 33.02 0.00
2167 9 S5 Woodington 6.18 6.18 Corn,Grain 110 bu, 2/15-6/30 .119 0 20 Irrig. 68 27.16 0.00 167.86 0.0
2167 9 S7 Woodington 6.18 6.18 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 31 12,38 0.00 76.53 0.00
2167 9 S5 Woodington 6.1.8 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 25 10.07 0.00 62.21 0,00
2167 9 LS7 Woodington 6.18 6.18 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig. 17 6.59 0,001 40.731 0.00
392947 Database Version 3.1 Date Printed: 2/8/2016 WUT Page 3 of 9
°� 1

Waste Utilization Table Year 1
tiitrcgen Comm Res, Manure Liquid Solid Liquid Solid
PA Fert, (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use, Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 Field 5(b S5 Autryville 14.29 14.29 Corn,Grain 85 bu. 2/15-6/30 1.04 0 20 Irrig. 58 23.17 0.00 331,07 0.00
2167 Field 5(b S7 Autryville 14.29 14.29 Corn,Grain 85 bu, 2/15-6/30 104 0 20 Irrig. 26 10.39 0.00 148.41 0.0
2167 Field 5(bl S5 Autryville 14.29 14,29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig, 27 10,86 0.00 155,26 0.0
21.67 Field 5(b S7 Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 1S 7.19 0.00 102.74 0.00
2167 Sub1 S5 Foreston 5.00 5.00 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 81 32.36 0.00 161.77 0.00
2167 Subl S7 Foreston 5.00 5.00 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 36 14.38 0,00 71.90 0.00
21.67 Subl S5 Foreston 5.00 5.00 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig, 30 11.98 0.00 59.92 0.00
2167 Subl S7 Foreston 5.00 5.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 39.94 0.0
2167 Sub2 S5 Woodington 3.19 3.19 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 87,92 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 30 11.98 0.00 38.23 0.00
2167 Sub2 S5 Woodington 3.1.9 3.19 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 25 10.07 0.00 32.1.1 0.0
2167 Sub2 S7 Woodington 3.19 3.19 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig, 17 6.59 0.00 21.02 0.0
2167 Sub3 S5 Woodington 1.97 1.97 Corn,Grain 11.0 bu, 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 54.30 0.00
2167 Sub3 S7 Woodington 1.97 1.97 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 30 11,98 0.00 23.61 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 10.07 0.00 19.83 0,00
2167 Sub3 S7 Woodington. 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 17 6.59 0.00 12.98 0.00
2.167 Sub4 S5 Woodington 3.39 3,39 Corn,Grain 110 bu. 2/15-6/30 119 0 20 Irrig. 69 27.56 0.00 93.43 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Corn,Grain 110 bu. 2/15-6/30 1.19 0 20 Irrig. 30 11.98 0.00 40.62 0.00
2167 Sub4 S5 iWoodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 25 1.0.07 0.00 34.12 0.0
2167 Sub4 S7 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.0 22.34 0.00
392947 Database Version 3.1 Date Printed; 2/8/2016 WUT Page 4 of 9

Waste Utilization Table Year 1
Nitrogen I Ccxnm, Res. Manure Liquid Solid-1 Liquid Solid
PA Fert, (Ibs/A) PA ManamA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Series
Source Total Use, Applic, Applic, 1000 Tract Field ID Soil Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 5,333.57
Total'Produced, 1000 gallons 5,531.79
Balance,1000 gallons i s. 2
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
392947 Database Version 3.1 Date Printed: 2/8/2016
WUT Page 5 of 9

Waste Utilization'.Table Year 2
Nitrogen I Comm. Res. Manure I Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA .Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre
(Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1.000 gals tons
2167 1 S5 Foreston 3.31 3.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.0 59.50 0.00
2167 1 S7 Foreston 3,31 3.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 20 7.99 0.00 26,44 0.00
2167 1 S5 Foreston 3.31 3.31 Soybeans,Manured,Double Crop 34 bu. 411-9115 '133 0 0 Irrig. 100 39.94 0.00 132.22 0.00
2167 1 S7 Foreston 3.31 3.31 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig, 33 13.18 0.00 43,63 0.00
2167 10 S5 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 g
0 Irri . 38 15.10 0.00 93.31 0.00
2167 10 S7 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 40.73 0.00
2167 10 S5 Woodington 6,18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig, 84 33.55 0.00 207,36 0.0
2167 10 S7 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/]5 112 0 0
Irrig. 28 11.18 0.00 69.12 0.00
2167 11 S5 Woodington 2.49 2.49 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 37.60 0.00
2167 11 S7 Woodington 2.49 2,49 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 16.41 0.00
2167 11 85 Woodington 2.49 2.49 Soybeans,Manured,Double Crop 29 bu, 4/1-9/1 S 112 0 0 Irrig. 84 33.55 0.00 83.55 0.00
2167 11 S7 Woodington 2.49 2.49 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 27.85 0.00
2167 12 SS Woodington 3.60 3.60 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 54.36 0.00
2167 12 S7 Woodington 3.60 3,60 Wheat,Grain 50 ba 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 23.73 0,00
2167 12 SS Woodington 3.60 3.60 Soybeans,Manured,Double Crop 29 bu, 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 120,79 0.00
2167 .12 S7 Woodington 3.60 3.60 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 D Irrig. 28 11,18 D.0 40,2G 0.00
2167 13 55 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 38 15.10 0.00 42.58 0.00
2167 13 S7 Woodington 2.82 2.82 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 18.59 0.00
2167 13 SS oodington 2.82 2,82 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 94.62 0.00
2167 13 S7 Woodington 2.82 2.82 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig, 28 11.18 0.00 31.54 0.00
2167 14 S5 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 38 1 0 0.00 62.36 0.00
2167 14 S7 Woodington 4.13 4.13 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 G.59 0.00 27,22 0.00
392947 Database Version 3A Date Printed: 2/8/2016 WUT Page 6 of 9
J �

Waste Utilization Table Year 2
Nitrogen 1 Comm. Res. Manure Liquid Solid Liquid Solid
PA Pert. (lbs/A) PA ManureA Manure Manure Manure:
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. i Applic, 1000
Tract Field I ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 14 S5 Woodington 4.13 4.13 Soybeans,Manured,Double Crop 29 bu, 4/1.9/15 112 0 0 Irrig. 84 33.55 0.00 138,57 0.00
2167 14 S7 Woodington 4.13 4.13 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11,18 0,00 46.19 0.00
2167 15 S5 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 38 15.10 0,00 72.32 0.00
2167 l5 S7 Woodington 4.79 4.79 Wheat,Grain 50 bu. 9/1.4/30 96 0 0 Irrig. 17 6.59 0.00 31,57 0.00
2167 15 S5 Woodington 4.79 4.79 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 01 Irrig. 841 33.55 0.00 1,60.72 0,00
2167 15 S7 Woodington 4,79 4.79 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 1 0
0 Irrig, 28 11.18 0.04 53,57 0.00
2167 2 S5 Foreston 3.15 3.15 Wheat,Grain 55 bu. 9/1-4/30 115 1 0 0 Irrig. 45 17.97 0.00 56.62 0.00
2167 2 S7 Foreston 3.15 3.15 Wheat,Grain 55 bu. 911-4130 115 0 0 Irrig, 20 7.99 O.00 25,17 0.00
2167 2 S5 Foreston 3.15 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 125.82 0.00
2167 2 S7 Foreston 3.15 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 41.52 0.00
2167 3 SS Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 1.7.97 0.00 58.78 0,00
2167 3 S7 Foreston 3.27 3.27 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 Irrig. 20 7.99 0.00 26.12 0.00
2167 3 S5 Foreston 3.27 3.27 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 130.62 0.00
2167 3 S7 Foreston 3.27 3.27 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 1.33 0 0 Irrig, 33 13.18 0.00 43,10 0.00
2167 4 S5 Foreston 3.88 3.88 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 Irrig. 45 17.97 0.00 69.74 0.00
2167 4 S7 Foreston 3.88 3,88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 20
g 7.99 0.0 31..00 0.00
2167 4 85 Foreston 3.88 3.88 Soybeans,Manured,Double Crop 34 bu, 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 154.98 O.DD
2t67 4 S7 Foreston 3688 3.88 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13,18 0.00 51.14 0.00
2167 5 SS Foreston 4.61 4.61. Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 45 17.97 0.00 82.86 0.00
2167 5 S7 Foreston 4.61 4.61 Wheat,Grain 55 bu. 9/1-4/30 US 0 0 brig. 20 7.99 0.00 36.83 0.00
I
21.67 5 S5 Foreston 4.61 4.61 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.0 1.84.14 0.00
2167 5 S7 oreston 4.61 4.61 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 1 0 lrrig. 33 13.18 0.0 60,77 0.00
392947 Database Version 3.1 Date Printed: 2/8/20 16 WUT.Page 7 nf 9
j 1

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Madure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(ibs/A) (lbs/A) (lbs/A)
Source Total Use, Applic. Applic. vo00
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2167 6 S5 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 11.5 0 0 Irrig. 45 17.97 0.00 72.44 0.00
2167 6 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu. 911-4/30 its 0 0 Irrig. 20 7.99 0.00 32.20 0.00
2.167 6 SS Foreston 4.03 4.03 Soybeans,Manured,Double Crop 34 bu. 4/1-9/1.5 133 0 0 Irrig. 100 39.94 0.00 160.98 0.00
2167 6 S7 Foreston 4.03 4.03 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 53.12 0.00
2167 7 SS Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 45 17.97 0.00 86.10 0.00
2167 7 1 S7 Foreston 4.79 4.79 Wheat,Grain 55 bu. 9/1-4130 its 0 0 Irrig. 20 7.99 0.00 38.27 0.00
21.67 7 S5 Foreston 4.79 4.79 Soybeans,Manured,.Double Crop 34 bu. 4/1-9/1.5 133 0 0 Irrig. 100 39.94 0.00 191,33 0.00
2167 7 S7 Foreston 4.79 4.79 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig, 33 13.18 0.00 63,14 0.00
2167 8 S5 Woodington 5.01 5.01 Wlteat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 75.65 0.00
2167 8 S7 Woodington 5.01 5.01 Wheat,Grain 50 bu. 9/1.4/30 96 0 0 Irrig, 17 6.59 0.00 33.02 0.00
2167 8 S5 Woodington 5.01 5.01 Soybeans,Manured,Double Crop 29 bu, 4/1-9115 1.12 0 0 Irrig, 84 33.55 0.00 168,10 0.0
2167 8 S7 Woodington 5.01 5.01 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 1.12 0 0 Irrig, 28 11.18 0.00 56.03 0.0
2167 9 55 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 38 15.10 0.00 93.31 0.0
2167 9 97 Woodington 6.18 6.18 Wheat,Grain 50 bu. 9/14/30 1 96 0 0 Irrig. 17 6.59 0.00 40,73 0.00
2167 9 55 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 411-9115 112 0 0 Irrig. 84 33,55 0,00 207,36 0.00
2167 9 S7 Woodington 6.18 6.18 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 1.12 0 0 Irrig. 28 11.18 0.00 69.1.2 0.00
2167 Field 5(b S5 Autryville 14.29 14,29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 41 1.6.30 0.00 232.89 0,00
2167 Field 5(b S7 Autryville 14.29 14.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 18 7.19 0.00 102.74 0,00
21.67 Field 5(b 55 Autryville 14.29 14.29 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 75 29.96 0.00 428.10 0.00
2167 .Field 5(b S7 Autryville 14.29 14.29 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 25 9.99 0.00 142.70 0.00
2167 Sub SS Foreston 5.00 5.00 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig, 45 17.97 0,00 89.87 0.00
2167 Subl S7 Foreston L..5.00 5.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 20 7.99 0.00 39.94 0.00
392947 Database Version 3.1 Date Printed:2/8/2016 WUT Page 8 ^f, 9
1

Waste Utilization Table Year 2
',itrcgen Comm. :Res. Manure Liquid Solid Liquid Solid
PA Fert, (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (ibs/A) (lbs/A)
Source Total Use. Applic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
21,67 Subl S5 Foreston 5.00 3.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 100 39.94 0.00 199.72 0.00
2167 Sub S7 Foreston 5.00 5.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 33 13.18 0.00 65.91 0.00
2167 Sub2 S5 Woodington 3.19 3.19 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 1 38 15.10 0.00 48.17 0.00
2167 Sub2 S7 Woodington 3.1.9 3.19 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0.00 21.02 0.00
2167 Sub2 S5 Woodington 3.1.9 3.19 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.55 0.00 107,03 0.00
2167 Sub2 S7 Woodington 3.19 3.19 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 35.68 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 38 15.10 0.00 29.75 0.00
2167 Sub3 S7• Woodington 1.97 197 Wheat,Grain 50 bu. 9/1.-4/30 96 0 0 Irrig. 17 6.59 0.00 12.98 0.00
2167 Sub3 S5 Woodington 1.97 1.97 Soybeans,Manured,Double Crop 29 bu. 411-9115 112 0 0 Irrig, 84 33.55 0.00 66.10 0.00
2167 Sub3 S7 Woodington 1.97 1.97 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 28 11.18 0.00 22.03 0.00
2167 Sub4 S5 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig, 38 15.10 0,00 51,19 0.00
2167 Sub4 S7 Woodington 3.39 3.39 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 17 6.59 0,00 22.34 0.00
2167 Sub4 SS Woodington 3.39 3.39 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Irrig. 84 33.$5 0,00 1.13,75 0.0
21.67 Sub4 S7 Woodington 3.39 3,39 Soybeans,Manured,Double Crop 29 bu. 411-9115 112 0 07 Irrig, 28 11.18 0,00 37,921 0.00
Total Applied, 1000 gallons 6,346.64
Total Produced,1000 gallons 5,531.79
Balance,1000 gallons -814.85
Total Applied,tons 0.0
Total Produced,tons 0.0
Balance,tons 0.0
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
392947 Database Version 3.1 Date Printed:2/8/2016 WUT Page 9 of 9

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number 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 treatment and application ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 13.16 13.24 26.47 39.71
Hay 6 ton R.Y.E. 300 26.32 6.62 13.24 19.85
Soybean 40 bu 160 1.4.04 12.4I 24.82 37.22
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 61.38 122.76
184.13
Hay 6 ton R.Y.E. 300 26.32 30.69 61.38
92.07
Soybean 40 bu 160 14.04 57.54 115.08
172_b3
39294.7 Database Version 3.1 Date Printed: 02-08-2016 Sludge Page 1 of 1

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 at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/bour) (inches)
2167 1 Foreston 0.50 1.0
2167 10 Woodington 0.40 1.0
2167 11 Woodington 0.40 1.0
2167 12 Woodington 0.40 1.0
2167 13 Woodington 0.40 1.0
2167 14 Woodington 0.40 1.0
2167 15 Woodington 0.40 1.0
2167 2 :Foreston 0.50 1.0
2167 3 Foreston 0.50 1.0
2167 4 Foreston 0.50 1.0
2167 5 Foreston 0.50 1.0
2167 6 Foreston 0.50 1.0
2167 7 Foreston 0.50 1.0
2167 8 Woodington 0.40 1.0
2167 9 Woodington 0.40 1.0
2167 Field 5(b Autryville 0.60 1.0
2167 Subl Foreston 0.50 1.0
2167 Sub2 Woodington 0.40 1.0
2167 Sub3 Woodington 0.40 1.0
2.167 Sub4 Woodington 0.40 1.0
392947 Database Version 3.1 Date Printed 2/8/2016 MF Page 1 of 1
NOTE: Symbol*means user entered data.

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equalto the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Ca acit
Source Name Swine Feeder-Finish Lagoon Li uid Des' n Storage Ca acity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 19
1 3 7
1 4 -
1 5 -16
1 6 27
1 7 -58
1 8 -89
1 9 -109
1 10 -130
1 11 -150
1 12 -160
2 1 -181
2 2 -199
2 3 -209
2 4 -220
2 5 -234
2 6 -247
2 7 -270
2 8 -284
2 9 -297
2 10 -328
2 11 -358
2 12 -389
*Available Storage Capacity is calculated as of the end of each month.
392947 Database Version 3.1 Date Printed: 02-08-2016 Capacity Page 1 of 2

Available Waste Stara 7e CapaciU
Source Name I Swine Nursery Lagoon Liquid Desi n Storage Ca acit (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 180
1 3 180
1 4 1.80
1 5 180
1 6 1 180
1 7 149
1 8 118
1 9 178
1 10 180
1 11 180
1 12 180
2 1 i80
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
Available Storage Capacity is calculated as of the end of each month.
392947 Database Version 3.1 Date Printed: 02-08-2016 Capacity Page 2 of 2

Required Specifications For Animal Waste Manaeement
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 land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed,the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing 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).
392947 Database Version 3.1 Date Printed:2/8/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils,during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1; 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
392947 Database Version 3.1 Date Printed:2/8/2016 Specification Pale 2

15. Animal waste shall not be discharged into surface waters,drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities,showers, toilets,
sinks,etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees, shrubs,and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels,etc.,should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However,if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid Ievel
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
392947 Database Version 3.1 Date Printed:218/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
392947 Database Version 3.1 Date Printed:2/8/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 8,9, Sub2, Sub3,Sub4
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 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1,2,3,4,5, 6, 7,Sub
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 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 eom production.
A°1' 0 5 2019
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 1 of 4

The following crop note applies to field(s):Field 5(b
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 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for com production.
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 8,9,Sub2, Sub3, Sub4
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 ibs/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): 1,2,3,4, 5,6,7,Sub
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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 2 of 4

The following crop note applies to field(s):Field 5(b
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 for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also,increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time.The remaining
N should be applied during the months 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): 10, 11, 12, 13, 14, 15, 8,9,Sub2, Sub3,Sub4
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 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.
The following crop note applies to field(s): 1,2,3,4,5,6,7,Sub
Double-Crop Soybeans,Coastal Plain:Mineral Soil, tow-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 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 20-301bs/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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 3 of 4

The following crop note applies to field(s):Field 5 (b
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;6-8 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.
392947 Database Version 3.1 Date Printed: 02-08-2016 Crop Note Page 4 of 4

David Matthews
Nursery & Finisher
Scale: 1 =400'
Total Field = 9.80 Ac.
-7
I IQ
Total Field = 2.00 Ac.
Hog
Well W/100. Ho
uses
offset and
Logoon
Hog
Houses
and House w/200' offer
Logoon
Well W/100, offset
Total Field = 13.4� Ac.
Total Field = 10.64 Ac.
Total Field = 18.73 Ac.
Total Field = 14-29 Ac.

Nursery & Finisher
Scale: 1 "=400'
Total Field ,gyp, 3ses
o
and
Lagoon
" KIP
Well
W/100'
orrget
Total Field = 2.00 Ac.
Hog
Well W/100' Houses \
offse and
t
j goon I.��.` otal Field = 23.22 Ac,
1
Hog
�� �� ` �—
Housesand
I 1
Lagoon
Okj
r �
VIA-
Total Field
Total Field 18.73 Ac. I,p�" [ 4� Ff'
Total Field = 14.29 Ac.
I. = 5

OPERATION& ANCE PLAN
P�lagoon liquid 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
wetperiods.
Maximum storage capacity should be available in the lagoon for periods when the:
reeving crop is dormant(such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime.. This means
.that at the fu=spas of plant grawth in the later whiter/early sp mc, it igatfoa accx�mg-�
a fmm waste management plan should be done whe.-ever the laud is dry enough to
SeCCiVe 12g00n ligtnd. This will make storage space available in the lagoon for fimae wet:
periods_ In the late summer/early fall the lagoon should be pumped down to the low
marker(sec Peace 2-1) to allow for winter storage_ Every effort should be made to
mafrrrafrr the lagoon close to the minimum liquid level as•long as the weather and waste
utilization plan will allow iL
Waiting until the lagoon has reached its maximum storage capacity before starting to —
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the lagoon for any reason except a 25--year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following.
Maintenance Of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
cov-*s. The vegetation should be ferdHzed each year, if-needed, to
maintain a vigorous stand_ The amount of fe,,dliz=applied should be
based on a soils test, but in the event that it is not practical to obtain
2 soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 900 pounds per acre of 10-10-10, or
equivalent.
Brash and trees on the embankment roust be controlled. This may be
done by mowing spraying, grazing, chopping, or a,combination of
the':practices. This should be-done at least once a year and
DOssibly twice in years that weather Conditions are favorable for
heavy vegetative growth.
NOTr• 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 fdag.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.
eparation of joints
2- cracks or brew
3. accumulation of salts or-rninerals.
4. overall condition of pipes

Lagoon surface—look for.
1. undesirable vegetative growth
2. floating or lodged debris
Embankment—look for.
1. settlement, cracIdng, or"jug" holes
2. side slope stability slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of 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 sidewaIls, 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 frx 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
undertalring with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumas—check for proper operation of:
1_ recycling pumps
2- irrigation pumps
Check-for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or rettlatr or
replacement.
NOTE: Pumping systems should be inspected and operated Irequently enough so that you_
are not completely "surprised" by equipment failure_ You should perform your-pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required- Having a.nearly fall lagoon is not_the time
to think about switching, repairing , or borrowing pumps_ Probably, if your-lagoon is frill,
your-neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
t MIMent or storage structures. The only water-that should be
coming from yourlagoon is that which comes from yourflushing
(washing) system pipes and the-rainfall that hits the lagoon-directly-
You..should inspect your diversion system for the following:
I. adequate-vegetation
2. diversion capacity
3. ridge berm height

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 inflow problem from a surface waxer diversion or there may be seepage into the
lagoon from the surrounding land.
I aboon-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 wate -before
waste loading begins, taking care not to erode lining or. bank slopes.
�. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
Ming or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to ma.?miz,-
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the f ll-lagoon
liquid volume. This se✓ding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of I pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum Iagoon 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 spceialist 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.

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 kewpm- feeders adjusted. This
will reduce the amount of solids entering the lagoon
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 lever(Figure 2-1).
Start irrigating at the earliest possible dare 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 fait to provide maximum lagoon
storage for the winter_
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removm, sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage orvegetation,
molded feed, plastic syringes, or other foreign materials into the-lagoon-
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow treys 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:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimiang feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator haul
and spread onto cropland or forage-land; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
foraeeland: dredge sludge from lagoon with &—,— fie or sludge barge: berm
an area beside lagoon to receive the sludge so that liquids can drain bark
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forazeiand; and soil incorporate.
Regardless of the method, you;rust 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 wilt-be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement_ Waste application rates will be discussed in deta—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 phosphores, 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.
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 concem 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 ing proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure—an example is the placement of apipe
in the darn without proper design and construction. (Consult.an expert in
lagoon design before placing any pipes is dams.)
Lagoon liquid levels—high levels-are a safety ask,
Failure to inspect and maintain the dam_
Excess surface water flowing into the lagoon.
Liner integrity—protect from inlet-pipe scouring, damage during sludge
removal, or rapture from lowering lagoon liquid level below groundwater
table. .
NOTE_ If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam_ Once this damage starts, it can quickly.cause a large discharge
of wastewater and possible dam failure.

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

DIVISION OF WATER QUALITY (DWQ) 116 n.:r_'XLP
EMERGENCY MANAGEMNEi SERVICES (EMS) — 4I a
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTERSION SERVICE (CES) 9b any
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort-to ensure that this does not happen. This plan should be posted in an accessible
location for all'employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this, may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no sul;ace water is entering lagoon.
B. Runo;t from waste application field-actions include:
a. Immediately stoo waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: _
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. ff holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls-and lagoon-
bottom as soon as possible.
1'

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste•reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone- -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that-have been
under taken, and the seriousness of the sitution.
b. if spill leaves property or enters surface waters, call local EMS phone number.
c.• Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none o," the above works call 911 or the Sheriff`s Department and explain you
problem to rhem and ask the person to contact the proper agencies for you.
---5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: t� .Jc _ --��,.rr---
b. Contractors Address: jj-tr-reals �A?.Gl
r -
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: 9b-
7. Implement procedures as advised-by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2.

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause EIMP's to Minimize Odor Sae Specific Practices
Farmstead Swine production ( V getative or wooded buffers; -�
Recommanded best management
actices;
Go ludgment and common sense
Animal body surfaces Dirty manure-covered animals
( floors
Floor surfaces Wet manure-covered floors reed floors;
(�terers located over slotted floors;
{�f�6edars at high and of solid floors;
Scrapa manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine ( Frequent manure removal by flush,pit
recharge,orscraps
Parital micorbiat decomposition {} Underfloor ventilation
Ventilation exhaust fans Volatiie gases; ( F:`n maintenance;
Dust (2 b .�cient air movement
Indoor surfaces Dust (. Washdown between groups of animals
(} Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
tanks Agitation of recycled lagoon O Flush tank covers
liquid whiles tanks are fitting () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (} Underfloor flush with underfloor
conveyanance ventilation
`.it recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
i pft stations Agitation during sump tank filling OSump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance .
End of drainpipes at lagoon Agitation during wastewater (} Extend discharge point of pipes
underneath lagoon liquid level
=ogoan surfaces Volatile gas emissions /Proper lagoon liquid capacity
Biological mixing C7 CC:A act lagoon startup procedures
Agitation Minimum surface area-to-volume ratio
{) Minimum agitation when pumping
E) Mechanical aeration
() Proven biological additives
rrigation sprinkler nozzles high pressure agitation JP11gate on dry days with little or no wind
Wind draft - um recommended operation pressure
l'7 Purttp intake near lagoon liquid surface
() Pump from second-stage lagoon
Z0 —November 11, 1998
APR 0,5 2019
watw *
R6910mi OPTEItil}nS won

orage tank or basin Partial microbial decomposition () Bottom or midlevel loading
` s6riace Mixing while filling O Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial mieobial decomposition () Extand drainpipe outlets underneath liquid
Mixing while filing level
Agitation when emptying (y Remove settled solids regularly
Manure. slurry or sludge Agitation when spreading O Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
() wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying {)Soil infection of siu rrylsludgas
or sludge on field surfaces (y Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition
() Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion (} Secondary stack burners
Blending water around improper drainage ( Grade and landscape such that water drains
'acilities Microbial decomposition of
away rrom facilities
organic matter
Mi nure tracked onto public Pooriy maintained access roads
arm access road maintenance
from farm access
,�.dditionai Information:
Available From:
Swine Manure Management'0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-Caunty Extension Center
Swine Production Facility Manure Management:Pit Rac NCSU-SAE
S swine Production Facility Manure Management.Underfloor Ruse—Lagoon TrratatmentB-A BAE 1 Z9-8g NCSU-BAE
L--goon Desig and Management for livestock Manure Treatment and Storage; tmO 7 03-83 NCSU-BAE
Calibration of Manure and Wastewater A NCSU-3AE
Application Equipment;EBAE Face Sheet NCSU-B,AE
Controlling Odors from S wine Buildings;PiH-33
nvironmental Assurano Program:NPPC Manual NCSU-Swine Extension
Octions for Managing Odor,a r NC Pork Produces Assoc
span from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management-Odors and Fies;PRO107, 7995 Conference Proceedings Florida Cooperative Extension
...a issues checked ( ) pertain to this Operation_ The landowner/integrator agrees to use sound judgment in applying
»01-Control measures as practical.
certify the aforernerruoned Odor Control Best Managment Practices have been reviewed with me.
r
(Landowner Signature)
•'='C—November 1 1, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids i Rush system is designed and operated
sufficiently to remove accumulated
!#Ids from gutters as designed.
Remove bridging or accumulated solids at
discharge
Lagoons.and Pits Crusted Solids Maintain lagoons.settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative decaying vegetation Maintain vegetative control along banks of
.3rowth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
readers reed Spillage () Design, operate ana maintain feed systems(e.g_
bunkers and troughs)to minimize the accumulation
of decaying wastage_
{}Clean up spillage on a routine basis(e.g-7-10 day
interval during summer; 15-30 day interval during winter).
reed Storage Accumulations of feed residues {) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site eWor providing
adequate containment(e-g., covered bin for
brewer's grain and similar high moisture gram
products),
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
A nimal Holding Areas Accumulations of animal wastes (}Eliminate low area that trap moisture along fenew
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.a.inspect for and remove or break up accumulated
solids as needed).
b11C=3Vovember 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7.10 day
Systems interval during summer-. IS-30 days interval during
winter) where manure is loaded for land application
or disposal-
Provide for adequate drainage around manure zuKJq)iea-
(}Inspect for and remove or break up accumulated waszea
in Ater snipes around stockpiles and manure handling
areas as needed.
The issues checked { ) pertain to this operation. The landownerfrntegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management-Practices have been reviewed with me.
{i andowne�rSgnature)
=o'more infontnation contact-the Cooperative Extension Service,Department of Entomology,Box 7613,.North Carolina State University,Raleigh,NC
27695-7613.
dMIC—November 11, 1996

3 ; ��U�
Operator: David Matthews Possui County: Dupiin Date: 06/13/17
Distance to nearest residence(other than owner): 1 100,0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows(farrow to finish) x 1417 tbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 tbs
0 sows(farrow to wean) x 433 tbs. - 0 lbs
0 Read(wean to feeder) x 30 lbs. = 0 tbs
Describe other : 0
Total Average Live Weight= 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 495720 lbs. ALW x Treatment Volume(CF)lib.ALW
Treatment Volume(CF)tlb. ALW= 1 CF/lb. ALW
Volume= 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------- ------ 555.0
Inside top width(feet)--- -- -- 165.0
Top of dike elevation(feet)---------------Y- 54.5
Bottom of lagoon elevation (feet)---------- 42.5
Freeboard (feet)------------------------- 1.0
Side slopes (inside lagoon)------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SSfEND2 SS/SIDE1 SStSiDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 550.0 160.0 11.0
AREA OF TOP
LENGTH *WIDTH=
550.0 160.0 88000 (AREA OF TOP)
AREA OF BOTTOM
-LENGTH*WIDTH=
495.0 105.0 51975 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH 'WIDTH *4
522.5 132.5 276925 (AREA OF MIDSECTION *4)
CU. FT. =(AREA TOP+(4xAREA MIDSECTION)+AREA BOTTOM) " DEPTH/6
88000.0 276925.0 51975.0 1.8

Total Designed Volume Available= 764317 CU. FT,
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:-
Lagoon(tap of dike)
Length *Width=
555.0 165.0 91575.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area_
TOTAL DA 91575.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb. ALW 1.37
Volume= 495720 lbs. ALWI135 Ibs. ALW* 1.37 gal/day 180 days
Volume= 905515 gals. or 121058.2 cubic feet
5B Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day ' 180 days storage/7 48 gallons
Volume= 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in*DA/ 12 inches per foot
Volume= 53418.8 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= 7.5 inches 1 12 inches per foot'DA
Volume= 57234.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
SB. 0 cubic feet
5C- 53419 cubic feet
5D, 57234 cubic feet
TOTAL 231711 cubic feet
6. SUMMARY
Temporary storage period===========-========> 180 days
Rainfall in excess of evaporation========_==> 7.0 inches
25 year-24 hour rainfall==============_===> 7.5 inches
1.0 feet
Side sPopes=====_________= _-__-- -_-->-- - 2.5 : 1
Inside top length________________ 555.0 feet
Inside top wid#h=====_______�____________ 165.0 feet
Top of dike elevation=======================> 54.5 feet
Bottom of lagoon elevation===--_=====_=====> 42.5 feet
Total required volume--==_==========,======_> 727431 cu.ft. {
Actual design volume--===—==================> 764317 cu_ft, '
Seasonal high watertable elevation (SHWT)===> 45.0 feet
Stop pumping elev.===______________________> 50.7 feet
Must be> or=to the SHWT elev.===== ====> 45.0 feet
Must be>or=to min. req.treatment ei=> 48.5 feet
Required minimum treatment volume===========> 495720 cu. ft..
Volume at stop pumping elevation======_====> 532432 cu. ft.
Start pumping elev,===_____________________> 52.8 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr,-24 hr. rain€all==> 707082 cu ft
Volume at start pumping elevation===========> 707007 cu, ft.
Required volume to be pumped================> 174477 cu,ft.
Actual volume planned to be pumped==========> 174575 cu. ft.
Min.thickness of soil liner when required==> 1.8 feet
7 DESIGNED BY: , r, i PPROVED BY:
DATE..: ©ATE: -
NOTE:SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
u

MURPHY FARMS, INC.
P.Q. Box 759
Hose Hilt, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 11/18/93
Farm Operator: Edwin Blanchard
County: Duplin
Distance to nearest residence (other than owner): 1100.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = 3,672
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Seasonal high water table elevation = 45.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft (As Per Owner's Request)
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 555.00 Feet � 6LTMQ
Inside top width of dike = 165.00 Feet
'op of Elevation = 't
_ f Di 54.50 Feet
Bottom of lagoon elevation = 42.50 Feet
Freeboard depth of dike = 1.30 Feet
Side slopes on dike = 2.5 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 7.75 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cubic Feet
Vol. of Waste Produced = 121,352 CF
Vol. of Wash Water = 0 CF
Rainfall—Excess Evapor. = 53,419 CF
Rainfall/25 Yr Storm = 57,234 CF
Minimum temporary storage volume = 23ZO05 Cubic Feet
Total minimum required treatment volume = 727,725 Cubic Feet
Total design volume available = 738,076 Cubic Feet
Total temporary volume avaiiable = 241,297 Cubic Feet
Total Volume at start pumping elevation = 678,083 CF @ 52.50 Feet
nesign Volume less 25 Yr — 24 Hr Rainfall = 68Q842 Cubic Feet
Minimum Volume for permanent storage = 496,779 CF @ 50.25 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

MURPHY FARMS, INC. Page 2
Farm Operator: Edwin Blanchard
Date: 11/18/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X 1417 Lbs. = 0 Lbs
0 sows (farrow to feeder) X 522 Lbs, = 0 Lbs.
3,672 head (finishing only) X 135 Lbs. = 495,720 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
0 head (wean to feeder) X 30 Lbs. = 0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495,720 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
J. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft (As Per Owner's Requ st
4. TOTAL DESIGN VOLUME
Inside top length of dike = 555.00 Feet S
Inside top width of dike = 165.00 Feet
Top of Dike Elevation = 54.50 Feet
Bottom of lagoon elevation = 42.50 Feet
Freeboard depth of dike = 1.30 Feet
Side slopes on dike = 2.5 : 1
Total design lagoon liquid level elevation = 53.20 Feet
Total design liquid level depth = 10.70 Feet
Determine total design volume using prismoidal formula:
SS/ End1 = 2.5 Feet SS/ Side1 = 2.5 Feet
SS/ End2 = 2.5 Feet SS/Side 2 = 2.5 Feet
►side Dike Length @ Design Liquid Level = 548.50 Feet
Inside Dike Width @ Design Liquid Level = 158.50 Feet

Operator:
county:__
Date:==== ________ ________ _______ _______= 10/29/07
Dist.to nearest residence(other than owner): ft.
sows(farrow to finish):===
sows(farrow to feeder):eder):___
head (finishing only):===__
sows(farrow to wean):===__
head (wean to feeder):----- -------- ---------
Ave. Live Weight for other operations(ibs.)=>
Storage volume for sludge accum. (cu.ft.) > n
Treatment Volume (min_ 1 cu_ftJib.)===____> , �j
25 Year-24 Hour Rainfall c�
Rainfall in excess of evaporation(in.)=___>
Drainage area of buildings&lots(sq.ft.)=> f
Volume of wash water(gallons/day)==-=______>
Temporary storage period (days)_____________> f
Freeboard (ft.}---------------------------->
Side slopes(inside lagoon):________________> : 1
Inside top length
Inside top width
Top of dike elevation (ft_}:==_= _______>
Bottom of lagoon elevation
Seasonal high water table(SHWT)elev_(ft.)=>
Total required volume=____ _-------. 125323 cu. ft.
Actual design volume—==__ ___-----. 138360 cu.ft.
Stop pumping el.(>or=to 42.9 ft.SHWT)> ft.
(> or=to 41.4 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
Volume at stop pumping elevation: 89820 cu. ft.
Start pumping elev.:________________=______> E.-. ft.
Volume at start pumping elevation 123691 cu. ft.
Actual volume less 25yr--24hr rain: 123735 cu.ft.
NOTE: Verify that temp.storage is adequate:
Req. volume to be pumped:====> 32698 cu. ft.
Actual volume to be pumped:==> 33871 cu. ft.

Operator
County:__
Date•---- -------- -------- -------- ------- 10/29/07
Dist.to nearest residence(other than owner): ft.
sows(farrow to finish):===
sows(farrow to feeder):eder):___
head (finishing only).____
sows(farrow to wean):===--
head(wean to feeder):===_
Ave. Live Weight for other operationsobs_)=>
Storage volume for sludge accum. (cu.ft.):=>
Treatment Volume(min. 1 cu. ft./ib.)===____> 1.0
25 Year-24 Hour Rainfall (in.)===_________>
Rainfall in excess of evaporation (in.)===__>
Drainage area of buildings&lots(sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)====_________>
Freeboard (ft.) ---------------------------->
Side slopes(inside lagoon):________________> ,0 : I
Inside top length
Inside top width (ft.}:_____________________> 3 ,0
Top of dike elevation
Bottom of lagoon elevation
Seasonal high water table(SHWT)elev.(ft.):=>
Total required volume:====_ ___-____. 125323 cu. ft.
Actual design volume:====_= 138360 cu. ft.
Stop pumping el.(> or=to 51.0 ft.SHWT)> ft.
(>or=to 49.7 ft.Min.)
Required minimum treatment volume: 78000 cu.ft.
Volume at stop pumping elevation:. 86386 cu. ft.
Start pumping elev.:====__________________> ft.
Volume at start pumping elevation: 121665 cu. ft.
Actual volume less 25yr-24hr rain: 123735 cu.ft.
NOTE:Verify that temp.storage is adequate:
Req. volume to be pumped=___> 32698 cu ft.
Actual volume to be pumped:==> 35279 cu.ft.

SHEET E OF L
line,_' material a4,-_all comp from an approved borrow area. The
minim!_im water'
_+inter, of the liner material shall be 4�ptimum rnoist3_tre
Cont en which relates to tP?at Iaroist!_�r'e ccntent wtje tb_= smai is kneaded
d
in the hand it will f-Grdff a ball i�tater'
which does rich readily sepY:rate.shall ,be added to borrow as new essay
y to insure pitIper- m+oistur'e content
bUr"frig placement o the l i,3Br', �
The mois4 ur=e content of the liner
material s,'-lall not be i?ss than optimum water- content The max—Im+3i,i water content relates to the s 5 P wet 'It.
oi � material being too wet
'(-or` t=f'1=icient use of haulir, of
c �_>_ " - g �ul�!!lt��-�'+ anti P-oper� compaction. Proper
tlTpa L I Ii =,'; ,! liner= AAirrcludes placement in 9 inch lifts t and
r i
eOMP;_c'�ed to at .I-T�_a3- f;0 "F'
1 ,_ ,+,-� ,1Illfi.;IT f-^;.JI *� T',z,`-'_i._i �1r�I �...lrl7. -
wJeigh, of fe liner naterials �_�
Then smoosl, r,r hard, the p-revic+i_ts lift
Sftcll L2 s! a 7"1 i l�d i-
and I ors'•Yened as needed before pia==dA=l;v „ ._
- - r f oie next
The single most idfaportant f ac L
abilityc, tor' affecting l c t g tile�" Overall
r'_4 1 _i :-f,c
'�� � i ��a`� ii"ii�r', 4:,'!"1'?er"• ti"i3:t tii !, a�F r'= ((tp--- td per'me-
W iY;?r' -the -c . r'r^ O Clay i_{sed for e
is of 3 ic:ient cOn_trl_,i't1G7; y the
The :_.r_q..j:=- _ rr`�Ces 1I;g i tilt c 71p3c---d_nd l l i?er
s;c�s f 77 i 7.t^y i31' t .1�^ 4'' + ^'i 1_ i" T f= Use ti �!i;"�.J.1 L!1? 1"�1_�t i ri g �F c e f'f;_t� n
te.r'n 7 _ _ _ ..f -7 "i'3�F!?•s �.ii •_tii 33=+.r:.4 i�--
few p ci t i{t•: ,_-, i •,a.,
• ;r ass:,
i,IjCfP' i1.t . !1 the whfoLe Placeft ' ld
}=n s ai
_ Vsoils, tamping C3i' s,i 3r•�_i {!Ot
roller is the pF'zi er=.abfi;e �- r
%�f= a a
The se;ii line:' s all
( : b
f.
tii=i rlhi g 'r o O?ipFS, cr �o-� E}inLcI Jut let
etyperf dissipator (rocks)ks)_ sI; 3 i=x l ? C:137 ='d; Q. ' pipes.
alternative--s to s,-kil liners
ar' t J.iET -these ' eS -t ?e l iner's and L Fit !'1) 47
sealar;t.(ecr =uy _udij1 =iraL f'-ur1S'Gr7;-
1nc .Clde{j lJi F; this r:n _• + =j-er it-ir'�ti_:n are7;5i•r'i_ictii; pecif i cat
2o;"s
%;?d'rOF T?ENDH
r'fench s ;ail be constructed ,_;
-•h'3 L+1 r1 _:i? = r• L _ i''e e; !i]
.1 cr'us5 section in, ' fie Ef;
f, d �
sh ,ll be = ete-r'mineid'd z. it _f'i tr1E-
flcct'sr'I ti3, Y �b%ervati n of ':ors' ;'e7tEiidatI77-I
VEGE i A rION:
fail exposed embankment and Other-
L_ thle P �; r- =:n•_1 3. 3. L-!.' =e d•`..'d
1 .ii?_d ty,-fe pj= vegt�tati r, as s:irn as r, � = L
Lion according � r4.. .3 L—fl:._ _:4itt^-r i_>-:jl_�sr'{Er_—
g to the seefding sp-c:ifl_�-a'_ions. Topf .L , L
on areas 0� t l'i e dike I-a C.�-r.l ,„is i_j,' f_, 'f:'
and �d to s•- t� -, placed
s+`;all be used if the reciam;Idendeddper'manent vee� ati.o�Y. -'=�'diF;g or m+_filch
daft 1'r�r- Shed:try g- _ OLtt, �f season
,..i g. Permanent vegetation should be established
C'7 t.-r Possible tJ Lt r' n 'ti i.1 r� next Period
='i5 soon
F-r'iUd of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
----------------------------------
When tile drains are encouriterer, the tiie will be removed to
Of 1 feet, beyond the o,_�tside to Of slope f- a e imam
trench shall , be L_�, ti - , pe of the dike. 'fie t, ile Lf ck? iiled and compacted with good mater'iai r-i_�ch as
��C, CL, or- crj. _

SHEET i OF
SPECIFICATIONS�F,�7�,_L'ONSTRUCTIL�itI_t F WASTL�TREATMENTTLAGt?ONS
FOUNDATION PREPARATION:
-------------------------
The foundation area of the lagoon embankment and building
7 S } ,Cleared o 'troop l � 3t, ld _ s � pad shall be
�y 1ag till �
x x r`_ECt ,x hi, r_t by boulders ;_-d and r^!_
Satisfactory
;�.-F iG.c L{!°t or^� disposition will be � � rubbish.
the
L made of all _ topsoil
h lag o - �bi'3 4.
Tit?
lagoon -3n�� ��aa ar^,�._c s,ir3t.tl+' be from
the dike and brad stripped d c+ndfoundation
st.3;• kP x
y -ttr.� ed 'f-ar' tsia an
ar'Cc`tS. After
�43''I.�d� .��•.
lagoon embankment i� } inn, hs f ri[Ciidat i oi area of the
art � but ding A_ I 1
_ �U S!f,=%l.i. i tic' thoroughly•-•._-... i
Placing he hor t� ghl e
F � trl_ fZY'�s_. � >' loi�$-r'3=`d �Ji'i�:r'
f
sift n fill material to get�_ a gt`�r,d bond.
EXCAVATION AND- _
EARTHFILLPLA}PLACEMENT:
The completed excavation and aar"!_hfii -
�.i:=�:.i = i'u't'-J>>r'il i;,v 'i�iYe l .i~=B=x
grades, and elevations shown on heLplans.
be fr^aa tit= mater'imaterial shall
6 inches in diameters and other
a� } fr:„zon `cil, stones over:
f i,_y are suitable, jectionamJ material,
o s h e extent
ia � edMaterials __n be used t= fill,be brought _ p in apY :aximatelYhori� The fill
inches in thickness when loose and € riJrtoal layers not to exceed
will be cOmPacted b, camAletr coverage with compaction' Each serf,r
eg _ ipm nt op standard tamping roller the hauling and spreading
or equivalent method.Compaction will
be
fs adequate
JEqtate when
hen fill
ill material
tr consolidate to the point that 5�ttl�iei1 is o b ser
ved
dEN-1- OF LINERS IN THE LINER
k =TE- THE SPECIAL REQUIREMENTS FOR FL1 ==i is nut readily detectible..E-TTOY ? THIS SPECIFICATION. The embankment
usinginstalled the more ZTF_ 'vZats materials
of the
lagoon1 be
excavations. Construction from the required
of fill heights shall
in=l!_i,�= �+ Percent
L'r'',�:7i jar^
settlement. r7.kes over 15 fee
> Of
'F StZ acre-feet ZTi height and with aii impoundment
!:ar3ct�' !'!:t' � .
{7r' Move fall r_;t%dQr� thejurisdiction
-airs _�t,f>� Y Law. The height tL difference of theelevatio c
from r Lam.-'..� 1G defined -as +_FED Lei f i-
constructed rrt'igh�!> tG+j tli2 -
m toe inOf the d1t-:i.
Precautions shall be taken during a � ,_ Zntg�. construction ction to
Prevent
excessive
erosion on and sec e t
MINIMUMLINER: THE
REQUIRED THICKNESS•- SHALL
NOTE: LINERS (PARTIAL
_INER OR FULL) ARE REQUIRED WHEN r
INVESTIGATION REPORT S£ L) H., ;w,d THE ATTACHED S,rt
INDICATES OR WHEN UNSUITABLE iITABLE MATERIAL IS
ILK
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION
.IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED �Y THE
OF THE LINER
�:E►,.�IRi�i: L7 THE SOILS REPORT.
When ar^eas of unsuitable material are encountered, gill be
e cavaised below finish grade to the Gr,�� ' #ta`� Over-
Perpendicular r-_cified depth as measured
,-_ 'Rendic,_alar' to the fi;�iah grade. The f o?tndatia is
as specified to grade with a SCS approved P shall be backfi.11ed
REFER R TO THE SOILS iNVES Pp" red material Lie - GL, SC, CH) .
T I GAT INVESTIGATION I NF'ORMAT I ON IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

( F
SHEET 2 OF
'F. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the Taste utilization plan for further~ detail_.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
S. Repair any eroded areas or areas by damaged - rodents and
5
establish in vegetation.
d. All surface runoff is to be diverted from the lagoon to Stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated hi_lffer-• around
waste Utilization field_ adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in A-
manner not to react; outer propi r'ty and public right-of-ways.
9. The Clean Water Act of � 7 prohibits � _� G
1' is r�_��x it• s ��;� d:cis• �:nr•�e o .
Pollutants into waters of he United States. The Department of
Environment, Health, :and Natural Resources, Division of. Environi--
;mental Management, has the responsibility for enforcing cinlg this law.

C C f.
OPERATION AND ,`MAINTENANCE FLAN SHEET 1 OF L
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage e Consists of 80 days -�
1_t ys storage for:
( 1 ) waste from animals and (ce`) excess rainfall after er evaporation. Also
included is storage for the E5 —Year 24 hour' storm � location.
t
� �_ Ifs i"oi' the 1 Oil.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excel
rainfall will vary from year to Year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
Psi maximum elevation is determined in each design t! begin
Pumping and this usually� 9 � e (s)
z5 {� lcilly -17e-' outlet :i!°feT'7' of p3p? :S1 from
building (s) . if the outlet pipe pe is o led at the elevation to
� t installed L:
begin pumping, a Permanent marker must be installed at this elevation
to indicate when pumpimg should begin. An elevation must be established
to stop pumpingto maintain lagoon treatment depth.
Pumping can be started Or stopped at any time between these two
elevations for operating convenience as site conditions permit, such
weather, soils, =ropy and equipment in order to apply waste without - -
runoff or leaching.
Land application of waste water is recognized c �i _=_rp{ ?u1e: eteod of disposal. Methods of application include solid set,
center pivot, guns, and gap ap d
� .� irrigation. _czre should be
taken w,:ni3 applying ird=�ls�:e to- prevent•er p•-even damage to crops.
The f ol+'Owing items are to be carried out :
" 't is strongly recommended that the
charged t i +lam rr'e !'eiaent lag_
-E, on
e
" _ Pre-
1/2 is capacity to prevent excessive odor d"ursing
_._L
Star'�'"-up. Pre—charging reduces the concentration of the i ;itialwas e entering the lagoon thereby reducing odors. Salir'"s should be
covered with effluent at all 'times. When a_'pr" - s
flushbuildingsr�,i !- :lar=girlg ; '_ !�•C=�r.� 7a�:es
t.h recycled lagoon liquid. Fresh water should not
b_ used for flushing t tfilling.
•!'fi- e i-' initial,I. ].�1
c• The_ attached waste utilization plan s'- red. This
ply.,, ,call be followed.
Plan recommends sampling and testing of waste (See attachment)
before land application.
3. Begin temporary storage pump—out of the lagoon when fluid level
reaches the elevation 52. 9 as marred permanent y by Perm an_,! marker. Stop pump_
out when the fluid level reaches elevation 51. 0 . This temporary
storage, l 25 r--- 24 hr s1
B a less y orm, contains 32698 cubic feet or -
244582 gallons.

�13t-A 0 c-t -
-,: orator : R. Blanchard County : Dupliei Date: O8/22/94
- - sta tce to nearest residence tother than owner) ;
1500. 0
feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) „ 1417 lbs. - 0 lbs
0 sows (farrow to feeder) 522 lbs. 0 lbs
.. head (finishing only) }t 135 lbs, 0 IN
fib sows (farrow to wean) x 433 lbs. ..._ O lbs
2000 head (wean to feeder) x C%0 lbs. -- 7SQ101LI lbs
Describe other.,
Total Average Live height = 78000 ibs
-. MINIMUM RED U I RE D TREATMENT VOLUME OF LAG i iI'i
Volume = 78000 lbs. ALW x Treatment Vnit_tme (CF) / lit. ALW
'treatment Vo l k_rme (CK /lb. ALW = 1 CF,/lb,. ALA
Volume = 78000 cubic feet
STORAGE ` OLi ME FOR SLUDGE ACCUMULATION,
Volume = 0. 0 cubic feet
`t TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- ;.ao,
N s 1 d e t o p width (feet)-'—`_—--.....-..----_._--._--.---.---_..- 1 30. fit!
Top
of dike elevation (feet ) ----------------- 54. 7
Bottom of lagoon elevation (feet) ------------ -
43. 7
f re a boar-'d (feet)-----------------------------
i . ;ti1
sidE =lob'== (inside lagoon) ------------------ 3. 0
Total design volume using r`:i�moi �. l formula
g� y F d-
S/END1 SS/END S=/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 174. 0 124. 0 10. 0
Hf?Gri OF TOP,
LENGTH * WIDTH
174. 0 124. 0 21576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
114. 0 64. 0 7296 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
144. 0 94. 0 54144 (AREA OF MIDSECTION 4)
CU. FT. = CAREA TOP + (4#AREA MIDSECTION) + AREA BOTTOM] Y DEPTH/6
21576. 0 54144. 0 7296. 0 1. 7
Total Designed Volume Available 1383GO CU. FT.

�- TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180. 0 130. 0 23400~ 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 23400. 0 square feet
Design temporary storage period to be 180 days.
!^l. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 Ibs. ALW * 1. 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
S8. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A. '
Volume = 0. 69 gallons/day * 180 days stcraga/7. 48 gallons
Volume = 0. 0 cubic feet per CF
.u. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7. 0 inches
Volume = 7. 0 in * DR / 12 inches per foot
Volume ~^ 13650. 0 cubic feet

D' Volume O1 25 Year - c-r hour storm
Volume = 7. 5 inches f 12 inches per foot LA
yolume = 14625. 0 cubic feat
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic f ee-�
yid cubic feet
50. 13550 cubic feet
5.D. 14625 cubic feet
TOTAL 47323 ct_thiE_ Feet
SUMMARY
i-ti-Y
Temporary storage peE{ 180 ,day:
Rainfall in excessl_t- t'YL{ptOr_4.4a.L1D==== == -.__j )
� :. -t 7. 0 inches"
2 year — S..4 hour
E' d=====-_ --.__- -- 7. 5 inches
._ ____ ________ 1. 0 feel;
Side
Inside top length=====_________________ 180. 0 feet
Inside tap toictt,'-�_________________--_---- 1 0. 0 feet
Tap of dike :4. 7 feet
Bottom of lagoon el:svat_ ian===_______________> 43. 7 feet
Total required valt_ame=___- -- --- -
Actual design ���.t �--_.--------------------_=3 �.L�,:.t�-�, Ct_t. _'!a..
ts;t - _ ___ _ - 138360 cu.
L
SMSanal high watertnhle elevation 'SHWT)-_-; 51. 0
feet
Stop Pumping e].: v. =_--_-____ -__- _ - - ----
Must he > Or _ tom, the SHi=li 'eE=v. -= _____-� 51. ti feet q
__ ._ _ _� 51. 0 feet
Must be > or = to min. req. treatment a j . =r49. 7" 1"eeLa
Required minimum 1 t
treatment ir'Clt1_li7jF =_�:=�____==-==1 78ti00 Cu. ft.
Volume at stop Pumping elevation============> 86386 cu. ft.
Mart pumping 52. 9 tE?>_t
Must be at bottom of fr eeboar-d & 25 yr. rainfall
Actual volume less
25 Yr.- 24 t"tr~. rainfal 1===} 123735 :_t_t. ft
Volume at start Pumping elevation==========_ _
Required volume to he ��u�;,perd=====___�_- =- - i32698 cu. L
Actual volume planned to be pumped==-=======> T
Min. thickness �• L_7� cu. Et. :.
of $ail liner, when requir,ed==> 1. 6 feet
DESIGNED BY: APPROVED BY: �(4&JA-PaA
DATE„
DATE: tq��q4-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS MENTS:

1peerator:R. Blanchard County: Duplln Date: 08/22/94
>i.�3tance to nearest residence (other than owner) : 1500. 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 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other 0
Total Average Live Weight = 78000 The
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 180. 0
Inside top width (feet) ---------------------- 130. 0
Top of dike elevation (feet) ----------------- 46. 4
Bottom of lagoon elevation (feet)------------ 35. 4
Freeboard (feet) ----------------------------- 1. 0
000,
Side slopes (inside lagoon ) ------------------ 3. 0 1
Total design volume using prismoidal formula
SSIEND1 SS/£ND2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 174. 0 124. 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
174. 0 124. 0 21576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
114. 0 64. 0 7296 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
144. 0 94.0 54144 (AREA OF MIDSECTION # 4)
CU. FT. = [AREA TOP + (4-AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
21576. 0 54144. 0 7296. 0 1. 7
Total Designed Volume Available = 138360 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160. 0 130. 0 23400. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 23400. 0 square feet
Design temporary storage period to be 180 days.
''- Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 142460 gals. or 19048. 1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
Of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per CF
u. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 13650. 0 cubic feet

_-- - Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot DA '�/
Volume = 14625. 0 cubic feet d
TOTAL REQUIRED TEMPORARY STORAGEvlk
'
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 13650 cubic feet
5D. 14625 cubic feet
TOTAL 47323 cubic feet
-- SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall__________________> 7. 5 inches
Freeboard===================================> 1. 0 feet✓
Side slopes_________________________________> 3. 0 . 1
Inside top length=====______________________> 180. 0 feet
Inside top width____________________________> 130. 0 feet
Top of dike elevation=======================> 46. 4 feet
Bottom of lagoon elevation==================> 35. 4 feet
Total required volume=======================> 125323 cu. ft. +�
Actual design volume========================> 138360 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42. 9 feet
Stop pumping elev. __________________________> 42. 9 feet
Must be > or = to the SHWT elev. ==========> 42. 9 feet
Must be > or = to min. req. treatment el. => 41. 4 feet
Required minimum treatment volume===========> 78000 cu. ft.
Volume at stop pumping elevation============> 89820 cu. ft.
Start pumping elev. _________________________> 44. 7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 123735 cu. ft.
Volume at start pumping elevation===========> 123691 cu. ft.
Required volume to be pumped================> 32698 cu. ft.
Actual volume planned to be pumped==========> 33871 cu. ft.
111n. thickness of soil liner when required==> 1. 66�Jfeet
DESIGNED BY: APPROVED BY:
DATE: DATE; ��j/ °�4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS•

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NAME: PAGE 6
DEPTH E«RE& OF TOR + AREA OF BOTTOM + 4 X AREA OF MIDSECTIONI
VOLUME _ ----- --------------------_--
---------------------------
6.0 27
DEPTH E L X W + L X W + 4 X L X W ]
VOLUME = --------- -------------_--_----------------------
6 27
10.0 E 160 X S90 + 110 X 340 + 4 X 135 X 3651
VOLUME = --------- -------------------------------------------------
6.0 27
10.0 E 2969001
VOLUME = --------- --------
6.0 27
494833.3 CU. FT.
VOLUME = ---------
27.0
VOLUME = 18327.2 CU.YSS.
68000.0 sq.ft.
49Z953,3 cu. ft. needed
SIDE SLOPES 2.5: 1

NAME.- Edwin Blanchard
PAGE 5
—.:'DING SPECIFICATIONS
AREA TO BE SEEDED
3 AC'
APPLY THE FOLLOWING
3000 LBS. 8-8-8 FERTILIZER
6 TONG DOLOMITIC LIMESTONE
�O0 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 150 LBS. FESCUE GRASS
(X) 105 LBS. OATS
(X) 150 LBS. BAHIA GRASS
( ) 12 LBS. WEEPING LOVE GRASS
(X)
36 LBS. HULLED BERMUDA GRASS
( ) 60 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1100 FT.
T.B.M. 50.0 ft. ELEVATION '
DESCRIPTION Nail in 24" tree at corner of wood / ine.
VERY IMPORTANT - PLEASE READ CAREFULLY
_
----------------------------
THE LAGOON AND THE AREA AROUND THE HOG
-
^' ITHER ATEMPORARY OR PERMANENT GRASS, HOUSES MUST BE SEEDED WITH
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS DEPENDING ON THE TIME OF THE
p'-ETED AND READY FOR USE (WE RECOMMDT�*�HAT THE �RE COM-
SLOPES' DRAINS AND ETC. . AS WELL AS THE .-LAGOONA0EA, SIDE
THE
blDE SLOPES OF THE PAD BE
S2EDED WITHIN FIFTEEN ( 15) DAYS AFTER CO
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS
THE SOIL WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )
b TIME FRAME WHICH WILL

NAME: , Edwin Blanchard
APPROXIMATE ANNUAL NITROG-A (N) AND PHOSPHORUS (P) Ph,DUCTION
m: 57900 LB P: 16888 LB
TONS OF WASTE STORED: 4818
ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT' THE NCDA LABORATORY
IN RALEI8H PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROGION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION r'URPOSES^
DURING THE GROWING SEASON. '
LAND REQUIREMENTS FOR WASTE APPLICATION
2448 capacity Feeder to Finish operation:
Land Avail . Land Required
50'0 46.5 ac . of cropland planted to corn
0.0 21 '5 ac . of coastal bermudaSrass--grazed
0.0 17.6 ac . of coastal bermuda3rass--hay
0.0 34.3 ac . of fescue--grazed
107.5 percent of land required is available
0 sow Farrow to Feeder operation:
^."nd Avail . Land Required
0 O.O ac . of cropland planted to corn
0 0.0 ac . of coastal bermuda8rass--grazed
0 0.0 ac . of coastal bermuda8rass--bay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
'
0 sow Farrow to Finish operation:
Land Avail . Land Required
0 0.0 ac . of crop / and planted to corn
0 0.0 ac . of coastal bermudaSrass--grazed
0 0.0 ac ' of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of [ and required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES Outlet pipe
-----------------
[)O NOT LOWER THE FLUID ANY -------------
nOWER THAN
4.0 feet
GALLONS TO BE PUMPED EVERY 6 MONTHS-----1218550---------------8a| { ons----------
Z EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRG/\TION