310668_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verlfy all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Farm Number: 31-0668 Certificate Of Coverage Number: AWS310668
2. Facility Name: E&S Farm
3. Landowner's Name(same as on the Waste Management Plan): Ira Delana Johnson
4. Landowner's Mailing Address: 1040 Cornwallis R
City: Teachev gll7_ �6 State: NC Zip: 28464-9658
Telephone Number: - - E-mail:
5. Facility's Physical Address: 466 Old Camp Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: DIRlin
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"): Murohv-Brown LLC
10. Operator Name(OIC): Ira Delana Johnson Phone No.:
� o'��^ 2;,3- OIC#: 20098
11. Lessee's Name(if there is not aLessee,write"None"): �aNE —r/0������G�
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 5,600
Operation Tunes:
Swine Cattle Dry Poultry Other Tyoes
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 Poulin_
Gilts Other Non Laying Pullet
Other Layers
tip p 5 2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b� the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. . The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
a� awrai1]"R
APR p 5 Zm9
wateg& 11

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: J—r _V.f 1 Title:� � [.
Signature: ^-� Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S.REGAN
SFCretary ••.
LINDA CULPEPPER NORTH CAROLINA
Dirctor Environmental Quality
February 27,2019
Ira Delana Johnson
E&S Farm
1040 Cornwallis Rd
Teachey,NC 28464-9658
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 httysa/deq nc soy/about/ ivisions/water-resources/water-quality-reeional-oufrations/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 Your continued coverage under the State Non-Discharme General Permits. you must submit an application for
permit coverage to the Division. Enclosed } u will find a "Reg
for Certificate of Coverage Facility Currently Covered by an
Expiring
must
State Non-Discharge n r Permit." licatio form mustcompleted. and returned by April 3.2019.
Please note that you mu t include one (1) copy of the Certified Animal Waste Management Plan ICAWMPl with the
completed and Signed application form. A list of items included in the CAWMP can be found on pagge 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$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
DUDIin County Soil and Water Conservation District
AFOG Section Central Files-AWS31066$
MuMhv-Brown LLC
�� North Carotias Department of Environmental Quality I Division of Water Resources
9 U2 N.Salisbury St.1 1636 Mail Ser%4oe renter I Raleigi,North Carolina 27699-1636
at:ti::.5,.. 919.707 BWO

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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
rf Z?�
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionjof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be•.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
- �3-oRe j
7 Signatur of Farm Owner/Manager Date
2 -
r Signature LTechnical Specialist Date

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Nutrient Management Plan For Animal Waste Utilization
01-06 2014
This plan has been prepared for: This plan has been developed by:
E&S Farm Greer Moore
Delana Johnson Clear Run Farms Consulting Services
PO Box 338
NC Harrells, 28444
(910)3219
456
1
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 Resources Conservation Service or the standard:of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved B -
�z
Technical Speciaii Signature ate
---------------------------------------------- _______
- ---- ---------------------------------- -
763 Database Version 3.1 Date Printed: 01-06-2014 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
Mowing source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,069,600 gals/year by a 5,600 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 2464
Incorporated 4231
Injected 4659
In igated 2678
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN Obs) Applied (ibs) Deficit Qbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,678 3864 -1,186 1,543,533 -473,933
Year 2 2,678 4533 -1,855 1,810,707 -741,107
------------------------
-------------------------------------
Note: In source ID,S means standard source;U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
291763 Database Version 3.1 Date Printed: 01-06-2014 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres index W) Soil Series Crop Sequence RYE
1770 P1 0.79 0.79 N/A Norfolk Corn,Grain 115 bu.
Wheat Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
1770 P2 3.23 3.23 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
1770 P3 3.65 3.65 N/A Norfolk Corn,Grain 115 bu.
Wheat Grain 60 bu.
Soybeans,Manmr d,Double Crop 35 bu.
1770 P4 2.94 2.94 N/A Norfolk Com,Grain 115 bu.
Whcat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
1770 P5 2.13 2.13 N/A Norfolk Corn,Grain 115 bu.
Why,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
1770 P6 0.40 0.40 N/A Norfolk Corn,Grain 115 bu.
Witeat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
1770 subl 8.14 8.14 N/A Norfolk Cam,Grain 115 bu.
Why,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
PLAN TOTALS: 2128 2128
LI Potential LeachiW, Technical Guidance
[.ow potential to contribute to soluble None
2 nutrient leaching below the root zone.
>^2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10soluble nutrient teaching below the root
_one.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the mot zone. the sails available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavengemrtrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
291763 Database Version 3.1 Date Printed 1/6/2014
NOTE: PCs Page 1 of 1
Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that wil 1 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
Nilrogen Comity Res, Manure Liquid Solid Liquid Solid
PA Pert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Fjok1)
(lbs/A) (Ibs/A) (1bs/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
1770 Pl S5 Norfolk 0.79 0.79 Corn,Grain 1.15 bu. 2/15-6/30 *144 0 20 Irrig. 124 49.53 0,00 39.13 0.00
1770 PI SS Norfolk 0.79 0.79 Wheat,Grain 60 bu. 9/14/30 *144 0 0 Irrig. 21 11.50 0.00 9.09 0.00
1770 P2 S5 Norfolk 3.23 3.23 Conn,Grain 115 bu, 2/15-6/30 *144 0 20 Irrig. 124 49.53 0.00 159.98 0.00
1770 P2 SS Norfolk 3.23 3,23 Wheat,Grain 60 bu, 9/1-4130 *144 0 0 Irrig, 79 31.64 0.00 102.19 0.00
1770 P3 SS Norfolk 3.65 3.65 Com,Grain 115 bu, 2/15-6130 *144 0 20 Irrig, 124 49.53 0.00 180,79 0.00
1770 P3 SS Norfolk 3.65 3.65 Wheat,Grain 60 bu, 9/1.4/30 *144 0 0 Irrig, 86 34.51 0.00 125.97 0.00
1770 P4 SS Norfolk 2.94 2.941,
.94 Cann,Grain 115 bu. 2/15-6/30 *144 0 20 Irrig. 1241 49.53 0.00 145.62 0100
1770 P4 S5 Norfolk 2.94 2.94 Wheat,Grain 60 bu, 9/1-4/30 *144 0 0 Irrig, 58 23.011 0.00 67.64 0.00
1770 P5 S5 Norfolk 2.13 2.13 Corn,Grain 115 bu. 2/15-6/30 *144 0 20 Irrig, 124 49.53 0,00 105.50 0.00
1770 P5 S5 Norfolk 2.13 2.13 Wheat,Grain 60 bu. 9/1.4/30 *144 0 0 Irrig, 65 25.88 0.00 $5.13 0,00
1770 P6 SS Norfolk 0.40 0.40 Corn,Grain 115 bu. 2/15-6/30 $144 0 20 Irrig, 124 49.53 0.00 19.81 0.00
1770 P6 SS Norfolk 0.40 0,40 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 58 23.01 0.00 9.20 0.00
1770 sub SS Norfolk 8.14 8.14 Com,Grain 115 bu. 2/15-6/30 131--T 0 20 Irrig. 111 44.34 0.00 360.91 0.00
1770 sub SS Norfolk 8.14 8,14 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig, 50 19,97 0.00 162,57 0.00
291763 Database Version 3.1 Date Printed; 1/6/2014 WUT Page 1 of 3

Waste Utilization Table Year 1
'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)
(1bs/A) (!ba/A) (lbslA)
Source Total Use, APpuc Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 1,543.53
Total Produced,1000 gallons 1,069.60
Balance,1000 gallons -473.93
Total Applied,tons 0.00
Total Produced,tons DAO
Balance,tans DAO
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data,
291763 Database Version 3.1 Date Printed; 1/6/2014 WUT Page 2 of 3

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid I Liquid Solid
PA Fort. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pp6ed Applied Applied Applied
RegV Applied Applied (acre) (acre) (Field) (Field)
pbs/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 I gal/A Tons 1000 gals tons
1770 Pi S5 i'orfolk 0.79 0.79 Wheat,Grain 60 bu. 9/14/30 *144 0 0 brig. 1151 46,02 0.00 36.35 0.00
1770 P1 S5 Norfolk 0.79 0,79 Soybeans,Manured,Double Crop 35 bu, 4/1.9/15 *140 0 0 Trrig, 140 55,92 0,00 44,18 0,00
1770 P2 S$ Norfolk 3.23 3.23 1 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 65 25.88 0,00 83.601 0.00
1770 P2 SS Norfolk 3.23 3.23 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Icrig, 140 55,92 0.00 180,63 0.00
1770 P3 85 Norfolk 3.6S 3,65 Wheat,Grain 60 bu, 9/14/30 *144 0 0 Irrig, 58 23.01 0.00 83.98 0.00
1770 P3 S5 Norfolk 3.65 3.65 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig, 140 55.92 0.001 204.11 0.0
1770 P4 I S5 lNorfolk 2.94 2.94 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 brig. 86 34.51 0.00 101.46 0.00
1770 P4 S5 Norfolk 2.94 2.94 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig. 140 55.92 0,00 164,411 0.0
1770 P5 S5 Norfolk 2.13 2.13 Wheat,Grain 60 bu, 9/1-4/30 *144 0 0 Trrig, 79 31.64 0.001 67.39 0.00
1770 PS S5 Norfolk 2.13 2.13 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Trrig, 140 55.92 0.00 119.11 0.00
1770 P6 85 Norfolk 0.40 0.40 Wheat,Grain 60 bu, 9/1-4/30 *144 0 0 Irrig. 86 34.51 0.00 13.80 0.00
1770 P6 SS Norfolk 0.40 0.40 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig. 140 55.92 0.00 22,37 0.00
1770 subl S5 Norfolk 8.14 8.14 Wheat,Grain 60 bu, 9/1-4/30 125 0 0 brig, 75 29.96 0.00 243,86 0.00
1770 subl, S5 Norfolk 8.14 8.14 Soybeans,Manured,Double Crop 35 bu. 4/1 9/15 137 0 0 Trrig. 137 54,72 0.00 445.45 0,00
Total Applied,1000 gallons 1,810.71
Total Produced,1000 gallons 1,069.60
Balance, 1000 gallons -741.11
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.
291763 Database Version 3.1 Date Printed: 1/6/2014 WUT Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soi ls. 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 a
event pplication amount that each field may receive in any one application
Irrigation Application Factors
Tract Field Application Rabe Application Amount
Soil Series (inches/hour) (inches)
1770 PI Norfolk 0.50 _
1770 P2 Norfolk l0
0.50 1.0
1770 P3 Norfolk 0.50
1.0
1770 P4 Norfolk 0.50
1.0
1770 PS orfolk 0.50
L0
1770 P6 Norfolk 0.50
1.0
1770 subl Norfolk 0.50
1.0
291763 Database Version 3.1 Date Printed 1/6/2014
IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must-be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should 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 SIudge
Crop PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 14.25 28.51
42.76
Hay 6 ton RY.E. 300 26.32 7.13 14.25
Soybean 40 bu 160 21.38
14.04 1336 26.73 40.09
291763 Database Version 3.1 Date Printed: 01-06-2014
Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated.. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity,this indicates thatthe plan calls for the application of nutrients that have not yet accumulated.
If available storage rapacity 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 I Vaste 5tora17eCa ack%v
Source Name Swine Nursen Lagoon Li Li id Design Storage Ca gc' a s
Start Date 911 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
l 2 69
1 3 107
1 4 146
1 5 180
1 6 180
1 7 149
1 8 118
l 9 142
1 10 180
1 11 150
1 12 119
2 1 88
2 2 60
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.
----------------------------------
- - -------------------
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291763 Database Vernon 3.1 Date Printed; .01-06 2014 Capacity Page 1 of i
- ----------------

Required Specifications For Animal Waste Management
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, MRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application.Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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91763 Database Version 3.1 --_
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7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur of1site 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. Wastelnutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to tape up released nutrients.Waste shall not
be applied more than 30 days prior to planting of the crop or forages
brealdng 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.
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Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities,showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas(lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs,and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. H animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge,pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels,etc., should be inspected
on a regular basis to prevent breakdowns,leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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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.
291763 Database Version 3.1 Date Printed: 1/6/2014
Specification Page 4

Crop Notes
The following crop note applies to field(s):Pl,P2,P3,P4,P5,P6,sub
Gam: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 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 nutrienttus
of the corn.Timely management of weeds and insects are essential for corn production. sta
The following crop note applies to field(s):P1,P2,P3,P4,P5,P6, subl
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 lbslacre 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.
291763 Database Version 3.1 Date Printed: 01-06 2014 Crop Note Page 1 of 2

The following crop note applies to field(s):P1,P2,P3,P4,P5,P6,sub
Double-Crop Soybeans,Coastal Plain:Mineral soil,medium Ieachable
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.
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291763 Database Version 3.1 Date Printed: 01-06-2014
Crop Note Page 2 of 2 __

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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
to ke.
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 surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and 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 of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
- 5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: w ro ti
b. Contractors Address: v h` F-J Tvrke4
c. Contractors Phone: to - _ o
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: NeCS
b. Phone: oj1q-,a,9L - o
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 BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( egetative or wooded buffers;
(411ecommended best management
practices;
(-ktood judgment and common sense
Animal body surfaces Dirty manure-covered animals (y'ury floors
Floor surfaces Wet manure-covered floors (YSlotted floors;
WWaterers located over slotted floors;
(1 Feeders at high end of solid floors;
O''��Scrape manure buildup from floors;
(y'Underfloor ventilation for drying
Manure collection pits urine (t)Arequent manure removal by flush,pit
recharge,orscrape
Parital micorbial decomposition (underfloor ventilation
Ventilation exhaust fans Volatile gases; u fY an maintenance;
Dust (JZff(cient air movement
Indoor surfaces Dust (11,washdown between groups of animals
i)Feed additives;
()Feeder covers;
[)Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ()Flush tank covers
liquid whiles tanks are filling f) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ( nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ()Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump 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
Lagoon surfaces Volatile gas emissions (`►��16roper lagoon liquid capacity
131ological mixing V Correct lagoon startup procedures
Agitation (./Minimum surface area-to-volume ratio
(1 Minimum agitation when pumping
()Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (y'frrigate on dry days with little or no wind
Wind draft (±H1 inimum recommended operation pressure
( Pump intake near lagoon liquid surface
()Pump from second-stage lagoon
*�'AMOC—Navember 11, 1996

Storage tank or basin Partial microbial decomposition O Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying {) Basin surface mats of solids
()Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition {)Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ( oil 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 l Soil infection of slurrv/sludges
or sludge on field surfaces ( oil incorporation within 48 hours
()Spread in thin-uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition Proper 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
Standing water around Improper drainage (.*1§rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ( arm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management;0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33
NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( 4/P/ertain to this operation. The landowner/integrator agrees to use sound judgment in a I in
odor control measures as practical. pp y g
I certify the aforementioned odor control Best Managment Practices have been review with me.
(Lan owne i nature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (++lush system is designed and operated
sufficiently to remove accumulated
�soilds from gutters as designed.
(`!'Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ('f aintain 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
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g. 7-10 day
interval during summer; 15-30 day interval during winter)-
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for_
brewer's grain and similar high moisture grain
products).
(}Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (I Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
1!Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
APR 0 5 2019
_I1C—November 11. 1996
wafer Qn. 4y
R9gi0Wl Uperatinns Sactian

Dry Manure Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(1 Provide for adequate drainage around manure stockpiles.
(}Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (yampertain to this operation. The land ownerfintegrator 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.
(Landown ignature)
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service,Department of Entomology. Box 7613,North Carolina State University, Raleigh,NC
27695-7613.
AMIC—November 11, 1996

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

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

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

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 water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half.full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should 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 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and-8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon,the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
.i

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

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

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

CAWMP WETTED ACRE F7'ERMINArION
Landowner: Detana,JOhn�ow
�w�•tt'�g•Tra�vellin.�Guai.I rr%�.a tron.system,w�powtairl�
pipes y
FL"Determi*ie ,218' Wetted D%a*neter
UydrantN"mber P ercentoverLv) Wete&Area,coyered—,
1 E90+ 0.787
2 F90+ 3.230
3 £F75 3.645
4 E175 2.935
5 £E75 2.132
6 EE75 .0.396
- TOTAL Wf:TTED AREA 13.125
Ow th&day Of th6kCaUbrattow the,weather wakW#Lvvy with.WL%g4,jr
bree%e,(5-6 m phv). T7 Pi SySftm wad abServed to-be,%vv good,repa,(
.r a n d
.� operated.a&de*cra—re .below. AccardLngto-th&itforvnat'")jv tYui�
SySt84w L&M th%n.th&goo&ra vage,an,d,6.k"table,for the appU Cax'w-w
OfIaO<h!)I 'efflcent: Plea4e,refer to-the.table,below for ca &ratU vi.
data
vouf,M&ccuectp-& Delviatio"'Frorw
G NueAher Dvotaa1ce.From Centee (Inche*) Ay
LI 10 .42 .066
L2 27 .40 .046
L3 44 .36 .006
L4 61 .36 .006
L5 78 .30 .054
1.6 95 .30 .054
L7 105 .15 .204
RI 10 .40 .046
R2 27 .46 .106
R3 44 .40 .046
R4 62 .40 .046
95 _ 78 .46 .106
R6 95 .38 .026
R7 105 I6 I94
A ReelRuwvWLdva,NeI*orvI00 C7u4v!#vcomb4 attow WWvQ,1.08 rumwa-kuge&OM*W day of th&
caUbratfovu A Ma iey 383 Tractor r"*UVngatI600 RPM and,a,Capna -&(1:6.28)4 pe "way
a.4o-u4e4'(,' The.reel fay a.3f onda,Gx120 4.0 if P motor. 77e7 a rticv ra vvthei reel%ry secov►d,c�eaa-huh.
rangy Thy u'r�atLo w�Yy ,�y�,+' ,atf3�i above,setttn�s watr appLyFau'105 galloxw per
thiynew rate-OWUZ&be,uge&Oryth&IRR,;2 Porn&.
.4, 76,
� ,,

CAWMP WETTED ACRE DETERMINATION
La ul,owner. Delmna�,john4ovv
�x,�btwu�7'rcweU,;, Gu w I rri�a t'r o w Sy�tP,rvv w uh.pavtcr A&
F%e &L7eterwVAe&218' W etted�a%a wrer
�fyd.,-a,r► Nuvni�er ides-Ce4't0v WetCe&AreamsCcverec,
1 E90+ 0.787
2 690+ 3.230
3 EE75 3.645
4 E175 2.935
5 £E75 2.132
6 EE75 0.396
- TOTAL WE77ED AREA 13.125
O ry th&d,v y Of th(*Ca if&ratw- vv the!weather wa4,S•i wLny W ah a Ug. u-
bree*e,(5-6 mpl,). Th&Sy3tenv wak abSeyved,to-I1ei C*v good,re
paix a vLd,
operate&a k de&cran&below. Accords vujto-theme wLfosrwtatuxy,, th*
aystewv i%waR 4v the'cad,ra vine a t&W a ccepta,7ie,fair thee a ppUcatw vv
Of la.ffGO'VV e f r,4evtt. Pl a 4e,re e-r t0-t h&table-LvAo v for ca ZU)-rat-w- jv
data
�lhtzr nca.From Center viu*neC fvk ve via 'wr(I From
( h )
.42Gaa Number
LI 10 ey)
L2 27 .066
40 .046
L3 44 .36
.006
L4
61 .36 .006
L5 78 .30
.054
L6
95 .30 _054
L7 105 .15
R 10 40 i .204
.046
R? 27 .46 106
R3 44 .40
046
R4 61 .40 .046
R5 78 .46 106
R6 95 .38
-- .026
R7 105 .16 A I94
ReelRaCs�,witia.a,1Vetson,100Gun.Ln,c0 cU naVLOmwLh,c,1.08 rin, wakwje&ovvdt&day oftaw
ca lLbratwyu A Massey 383 Tractor run nd ng,a.t 1600 R#'M mncl,a,CaprarL(1:6.28)Lmpeller wa k
a4O-use&- The-reel,3-faya,hovwla,C7K120 4.0 HP motor-_1)elavja ran,dL&reelLn. ''ham''ra iv& The-irregaCwn,system runn%vu�a t t31e.above settLvu s way a ppiye,n�,105per f:
minute. th y new rate shot4U be wse& thPi IR?,-2 Form4, '

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.:y ..R, t,:i, �• 1 ,F -..a -7. • 4,, ` x_:# r{fiL f s cY f t.
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At

5c�
DELANA JOHNSON
ANIMAL WASTE MANAGEMENT SYSTEM
TABLE OF CONTENTS
ITEM Page
Design Approval Sheet I
Construction Specifications 2
Operation and Maintenance Plan • • 3
Seeding Specifications 4
Grid
........... ........
Volume Calculations - Excavation 6
Volume Calculations-Dike Fill &Pad Fill 7
Typical View of a One-Stage Lagoon Syst'e"M**"**'."**""'*""'*""".*.'*..........*.' 8
Plan of Excavated Storage Lagoon 9
WasteManagement System...........................................................................................10
Soils Investigation
Maps.............................................................................................................................12
A. Topo Map
R. Soils Map-
C. Flood Plain Map
D. ASCS map
dflblcm AbeCd
DOES NOT CERTIFY THAT
EXCAVATION AND FILL
BEFORE BEGINNING EXCAVATION VOLUMES ARE CORRECT
LANDOWNER IS ADVISED To
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UIUJTIES ARE NOT
DESTROYED 1-800-632-4949

Operator: Delana Johnson County: Duplirt
Date: 12/12%94.
Distance to nearest residence(other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT(AtW)-
0 sows(farrow to finish) x 1417 lbs. -
0 sows(fan ow to feeder) x 522 lbs. _ 0 lbs
0 lbs
0 head (finishing only) x 135 lbs. _
0 lbs
0 sows(farrow to wean) x 433 lbs. _
5600 head (wean to feeder) x 30 lbs. _ 0 lbs
Describe other: - 1f8000 lbs
0
Total Average Live Weight= 168000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume-= 15WW lbs.ALW x Treatment Volume(CFj/ib.ALW
Treatment Volume(CF)/lb.ALW= 1 CF/Ib.ALW
Volume= 16800p cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet 0 4T e.c -T&, fr,T <(1voMtspEr=
4. TOTAL DESIGNED VOLUME
Inside top length 0.0
39
(feet) —
Inside top width(feet)-- 300.0
Top of dike elevation(feet)--- -- 50 0
Bottom of lagoon elevation(feet) 38 0
Freeboard (feet)
Side slopes(inside lagoon) 1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SVEND2 SS/SIDE1 SS/SIDEZ LENGTH" WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 - 124.0 11.0
AREA OF TOP
LENGTH"WIDTH=
294.0 124.0 36456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH-WIDTH=
22&G 58.0 13224 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH-"4
261.0 91.0 95004 (AREA OF MIDSECTION"4)
Gt} FT. =[AREA TOR+(4*AREA MIDSECTIOT)+AREA BOTTOM] " DEPTH/6
36456.0 95004.0 13224-0
1.8
Total Designed Volume Available= 26SZ54 CU. FT.

5- TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon-(toR of dike}
Length Width
300.0 130.0 39000.0 square feet
Buildings(roof and tot water)
0.0 square feet Describe this area.
TOTAL DA 39000 G square feet-
Design temporary storage period to be
180 days.
5A. Volume-of waste produced
Feces&urine production in gal./day per 135 lb.ALW
1.37
Volume' 1680fl0 tbs.ALWK35 tbs_ALW=*I AT gal/day 180 days
Volume= 306880 gals. or 41026.7 cubic feet
513_ Volume of wash water
This is the amount of fresty 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= O:E} 9allons/c3ay -
180 days storage/7.48 gallons
Volume= 0.0 cubic feet per CF
SC; Volume of rainfall in excess cWdvaporation
Use Period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume 7-G irr'D}A f TZ inches per foot
Volume= 22750.0 cubic feet

5D- Volume of 25 year-24 hour storm 13 u
Volume= 7.5 inches/12 inches
per foot"DA
Volume= 24375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 01127 eubbe feet-
513. 0 cubic feet
5C. 22750 cubic feet
60. 24375 cubic feet
TOTAL 88152 cubic feet
6. SUMMARY �' i
1 P
Temporary storage
Rainfall in excess of evaporation======—===> 7.0 days ~�
25 year-24 hour rainfall====_==_=—=-_ 0 inches
Freeboard- "`' 7.5 inches
Side siopes- M � �______' 1.0 feet
Inside top lengfh=====----__
Inside top width==-- =--� �_��_ -__'-__> 300.0 feet
To of dike elev -- _ -�' 130.0 feet
F a#ion=--=--__�����_>
Bottom of lagoon elevation=====--= = 50.0 feet
Total required volume 38.0 feet
design volume=-
Actual des' �-—=_== 256152 cu.ft.
Ham ='
Seasonal high watertable elevation S ��__> 265254 cu.ft.
"
Stop pumping 46.0 feet r
elev.==-=��=�-----____ o s
Must be>or=to the SHWT elev.=======> --> 46•1 feet
Must be> Or=to min. req.treatment el.=> 46-0 feet 3•�'�
Required minimum treatment volume—== -===> 44.0 feet jam.
Volume at stop pumping elevation===- 168000 cu ft. J
Start pumping elev. --�� 169785 cu. ft. ! -if
Must-be at bottom of freeboard g 25 yr. rainfall -' 48.3 feet t
Actual volume less 25 yr,24 hr. rainfall=>
Volume at start pumping elevation=-=--.-___� 240879 cu. ft.
Required volume to __ __ 240345 cu. ft.
Actual volume �Pumped— �� ___`> 63777 cu, ft.
planned to be pumped=--=� > 70560 cu. ft. } 10-r
Min.thickness f soil liner when requinei=> I
1.8 feet t
7. DESIGNED BY: /e ,C
7 PPROVED t3Y:%� y
DATE: /7— DATE:
NOTE:SEE ATTACHEDWASTE UTILIZATfON PLAN ry c s
COMMENTS: DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT
BEFORE BEGINNING"EXCAVATION
LANDOWNER IS ADVISED TO
_.� CONTACT ULOCO TO ASSURE TRAT
UNDERGROUND UTILITIES,fig NOT
DESTROYED 1-800-632-4949

Lagoon Liquid PSWCD 2
I. SAMPLE COLLECTION
B. Lagoon Liquid
1. Collect approximately 1-f2 pint of recycled lagoon liquid from the inflow pipe to
the flush tanks.
2. From Lagoon
a. Place a small bottle (1f2 pint or less)on the end of a W-15 foot long
pole.
b. Extend the bottle 10-15 feet away from the bank edge.
C. Brush away any floating scum or debris so it is not coffected with
sample.
d- Submerge-the bottle witld i 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place into a
bucket, thoroughly mix, and empty 1 pint into sample container.
3 From a muiti-stage lagoon system collect sample from lagoon that is going to be
irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that can be sealed.
The container should be rinsed clean with water and free of any residues but should not
be chlorinated or treated in any other way. Dry litter may also be placed in a sealed
plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible or transferred to the lab
immediately.
C. Hand-delivery is the rrrostreliable way of sample transfer, but it can also be mailed-
D. If mailed, sample Container should first be protected with a packing material such as
newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis lab provides this service for a nominal fee of$4 per sam le
which should be forwarded along with the sample. p
1. Address: NC Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh NC 27611
Phone: [phone]
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen ( KN)
2. Ammonia nitrogen (NH3-N)
3. Total phosphorus (TP)
4. Potassium (g)
5. Dry litter samples should also include a total solids (TC) analysis.
G. Other analyses Funned at no extra cost by NCDA include trace minerals.

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17,

USDA SGIL CONSERVA•eloN sERvic
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME
LOCATION
SIZE OF OPERAWOM -5-1 oo _FARROW To FEEDER
_FARROW TO FINISH
CONTRACTING COMPANY >, . --FARROW TO WEAN
FEEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION S�. J FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION ,o Y 13
�33 x 3a9
DIKE TOP WIDTH
TOP OF DIKE —
BOTTOM OF LAGOON - r,-±
INSIDE SIDESLOPE
-- _
OUTSIDE SIDESLOPE .
PIPE INVERT
CLAY LINEWCORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION —
ON YES _ NO ✓
DOES LAGOON MEET SCS M
WASTE TREA MINIMUM STANDARDS AND SPECIFICATIONS FOR
TMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO ,1
COMMENTS _ R-m oVJr., �,✓ �9� '� —�—--
r e�
--------------
,YTS �D D�f q
SIGNATURE —
CT7Rr .r
TITLE p— cI-- DATE z ;

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs,stumps; roots,brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad_-areas. After stripping,the foundation-area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and eaFthflll Shall conform to the Imes,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots,frozen soil, stones over
&inches in diameter,and other objectionable material. To the extent
they are suitable,excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in-thickness when loose-and prior to compaction: Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill,material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION-OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 1S feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
fmm the-constructed-height to the downstream toe of the dike_
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS(PARTIAL OR FULL)ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR vVHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION.A TYPICAL CROSS SECTION OF THE LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR'
When areas of unsuitable material are encountered;they will tY6 over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfrlled
as specified to grade-wit#a SCS approved material(te-CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall-be added to borrow as necessary to insure-proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard,the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing Of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most day soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic-liners and bentonke sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
chum on a typical cross,sectiorr-in the plans The final depth-of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATtOR
All exposed embankment and other bare constructed areas shall bi}seeded
to the planned type of vegetation as soon as possible after construct
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad tv be seeded. Temporary seeding or mulch
shalt be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When the drains are encountered,the tile will be removed to a minimum
of 111 feet beyond the outside toe of slope of the dike. The-tile
trench shall be backfilled and compacted with good material such as
SC. CL. or CH.

Dl LOUD FARMS INC.
Clinton North Carolina
rwm x4ri-
PLAN OF EXCAVATED STORAGE LAGOON
Name /� a h a� Date
County DA, 62
r,
Address 16 0 e rni,14 11,k ,c.
n- -
i
� 1
Lase of facility
Capacity_, Gallons
Soil Type
Bend Mark Description
SUMMARY
Bottom Eley.
Formal Liquid Level Elev.
Storage for Normal Precip. N In.
Maximum Liquid Level Elev.
25 Year Storm Storage N In.
Crest ESW Elev.
Maximum Flow Depth N _ Ft.
Freeboard (+� — Ft•
Top of dam Elev.
T.B.M. Elev.

M)U UU17 Ib► iLNU.
Clinton, N04,1;h Carolina
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
Confinement Building
Top Width l 0
Settled Top Elevation (Z
_ _ OUTLET PIPE ELEV. ,3
Pit - It SSA �SSL SS �
" Pipe (Needs to be adequately TREATMENT
i LAGOON
supported) I
Depth
W i
Bottom Elevation

f6 d
DOCA OOD RM M
Clinton. North Carolina
Form 1419
Name: A?t4- „ 5n„✓
Pad&Dike# /
DIKE
Dike Elev. ft
Area of Dike
a , Q, / aD D sq_ ft.
Number of Elev. Shots f
Sum of Elev. Shots
Average Ground Elev. 7> ft.
Depth of Fill ft
Cubic Feet of Fill cu. ft.
y0, so v
Cubic Yards of Fill cu. yds.
�� av
1.4 to 1 Ratio Added v cu. yds.
PAD
Area of Pad ago' x a qo, sq- ft.
� QEJ
Pad Elev.
a,v
Average Ground Elev- ft_
,v
Depth of Fill ft
fv
Sum of Elev. Shots
Number of Elev. Shots
Cubic Feet of Fill cu. ft
D(�
Cubic Yards of Fill cu. yds.
70
1.4 to 1 Ratio cu. yds.
Total Fill (excluding Clay Liner) ^-:f7�s8 cu. yds.

DQf W(WRI FARMS_ MC_
Clinton. North Carolina
Form 1420
Dame: Je.l� JD�►+ems d•1
Lagoon# ^�
No. of Shots(Elev.)
Sum of Shots(Elev.)
Average Ground Elev. ft,
Top of Dike
Bottom of Lagoon
9 , v
SHWT ft.
Length of Top ft.
d_
Width of Top v ft
Area of Top at Elev. J p,p' 00
sq. ft.
Area at Average Ground Elev. __y 7, 3'_ ! / 3 2 sq. ft.
Area of Mid-Section at Elev. 4 a,7 (Center of Cut) sq. ft.
-
Area of Bottom of Elev._ 3�.�' sq. ft.
Depth of Cut ft.
-- 3
Dirt Removed(Cubic Feet) O cu. ft.
Total Excavation(Cubic Yards) 11 cu. yds.
L 1
J
Under-cut " Thick on-B ozn &-�nes
Bottom of Lagoon _'x x cu. ff.
'10 __4/
Side-Slopes-East&West ') 'x 4 Slopes cu. ft.
Side-Slopes -North& South ' x }, ' x Slopes cu. ft.
Excavation(Cubic Feet) cu ft
Total (Cubic Yards) _- cu. yds.
Total Excavation(Lagoon r er-cut) cu. yds.
NOTE: Clay Liner will befigured extra: Total Clay , y
*Clay Liner will have to be figured at time of excavation due to availability of clay on site.

UNITED STATES SOII:
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
-------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
1 GENERAL INFORMATION -
NAME a �� sc _=.L� �� �c LOCATION-6--- LAW-D
-----
------------------------ ------ -- -----
TELEPHONE- g _ 4 --- SIZE OPERATION--°2Xa?-0=2---
--
-------------
LOCATION DATA
DISTANCE FROoMoNEARES RESIDENCE NOT OWNED BY
PRODUCER d FT. scctG 1 /
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO----
If no, site midst be relocated.
IS SITE WITHIN 1 MILE ZONING{JURISDICTION
OF A MUNICIPALITY? YES----- NO-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.}
Page 1

1
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-
If yesr producer must complete a Form Ail-I 26.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY COR -OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES--
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE /
PLANNED AREA? YES---- NO-
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP�OrANTN.,V�POA
FARMLANDS .IN THE OPERATING UNIT? YES---- NO-
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to any of," these quest"ons, refer to form NC-CPA-16
for policy sources. The form completed. does not need to be
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .
• . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . .POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO----
. . . . . . . .PRECHARG-ING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES--V-/- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO----
Page 2

1
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES-- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
i
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SKEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--�y�'- NO------
IS A CLAY LINER REQUIRED? YES--'1�- NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES-- ---- NO------
{ QUESTIONABLE-----
IS A CORE TRENCH REQUIRED? YES------ NO
--
(Attach soil investigation sheet to site evaluation)
SITE APPROVED YES----- NO------ CONDITIONAL--------
COMMENTS17¢v�Gin -- cv_ h __I:� ct
V
-
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGNAND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME '
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INV LIIlATED. ev
SIGNATURE -'=/ -- - -- DATE 6 —!-
(a-
Page 3

U. DEPARTMENT OF AMCULTUR9
Rev. 5-70 'SOIL CONSERVATION SERVICE
S5 SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
_ e-�Y FARMER'S NAIME 4iP� t�d.5/,r sri�/ _ DISTRICT
JvRS 0iGs` DATE � /�' � _ COUNTY
v o S.C.S. PHOTO SHEET NO. WORK UNIT
reA CVe� � WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
ruW/pY WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIOAIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx.scale lrl Q feet)
Locale reference point in center line of dam and fdenfb'y an sketd!
dLw S
f '1r
` b ;
i I
a`
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam=sile and spillway borings first•then paneled arm and borrowr pit 60rinOs•separate with 1wfical sad line.
�' S ll4s!Y• 2 (Continued art back inhere necessary) Shown wafer table elevations on dam-site borfngs-
SCALE_ _
i
2 ; RS-C,
9 10 11 12 13 14 15 18 1T I8 19 20 21 22 23
Q` ! fit'? f?
�-2 !'G- 3 G e-
94` G s c CL _j_ G7 SC7 C
r!-t SG JC S= St
BORINGS MADE BY SIGNATURE & TITLE z�-/

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
P A USDA CL�►SSIVICATION ..
GW-Well graded gravels; gravel, sand mis g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs_very fide stand.•,
GC-Clayey gravels; gravel-sand-clay mix s1-sandy loam
SW-Well graded sands; 4
sand- rvel mix
g Is -fine sandy loam- -
SP-Poorly graded sands
StYI-Silty sand gl-gravelly loam.
S£-Clayey sands; sand-clay mixtures sI-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt, all-silt loam •- `
CL-Clays of low to mediom plasticity Cl-clay loam
CH-Inorganic clays of-high plasticity Biel-silty clay loam
N(ll-Elastic silts scl=sandy clay loam
OL-Organic silts and silty clays,lees plasticity, sic-silty clay:
OH-Organic clays,medium to high plpstleity C-Clay
I. Suitable material for embnnkmaut is available 'QYea,ten..SWtledrecte,�e�y tuoQted.a,rh.aRmA an
- -
REMARgS: _ _ fIo�if'c ,�P .r�*c•Sl` :rvrL �E :.r, �y >
2- Fxplain hazards i .
QIIrt7IIg special atteIItlOII in dQ$ p (SwqPf;m!&-jam ski
GENERAL REMARKS
�o cvc -Y•��i',9C- pEssw.CGi�r. '•� f • i -- ��.
24 2X6 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42` 43 44 46 46 47 48 49 50 61
5'

WASTE UTILIZATION PLAN
FOR
Delaney Sohn-son
Rt. 1 Box 95 Cornwallis Rd.
Teachey NC 28464
June 1, 1994
Your animal waste utilization plan has been specifically
developed for your 5600 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for Your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied-. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
Of the waste and to ensure that it is applied- in ari environ-
mentally safe manner_ Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leachi-ng potential and yield potential. Waste shall
not be applied to land er-od-ing at greaterthan 5 tons per acre
per year. Do not apply waste on saturated soils or on land
wh-en the surface is frozen. Either of these Conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind- odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for
of irrigation. your facility at the time

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-----------------------------�------------------------------
NUMBER OF TONS WASTE PER I TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
-------- ----------------------------
-- -------------- ------------
5600 - WEAN TO FEEDER 2240
-----------------------
TABLE B. SUMMARY OF CROPS BY FIELD
-----------------------
TRACT I FIELD SOIL ACRES CROP CROPCODE
- --------- ------ C,
- ------- --------------------
1770 1 PaA 2. 0 HYBRID BERMUDAGRASS HAY BH
--1770- 2 NoB � 11. G BERMUDAGRASS CONTROL GRAZED BC
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL- TYPE
----------------------
-----------------------------
---------------
CROP SOIL YIELD{ UNITSITOTAL N *TOTAL P j *TOTAL K
BERMUDAGRASS CONTROL GRAZED NoB 5.2 TONS 208 0 140 - 160 +HYBRID BERMUDAGRASS HAY jPaA 5.4 TONS 270 0
----------------------------------------------- j140 - 160 f
--
------- ----Total phosphate and potash amounts should be confirmed with a soil test.
TABLE- Q. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPL TYPE jWASTE N COMM NI MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC - LB/AC - ANIMAL WASTE I
------ ----- I -
---- ---------
------- ----- --------------
1770 1 ----- -- -----
BH IRRIGATE SWINE 270 0 APRIL TO OCT 1770 2 1 BC IRRIGATE ISWINt 208 0
j AFRIL TOOCT--

The acres, crops, and application method shown in the preceding tables 'Will
accommodate approximately 5891 . 6 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
dditianal acres of land will bA-- ne-ed-e-d. A 3 - 15- feet wide permanent
-grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: Title ;�' D}t fe/'t/aCJ'��rt S
Concurred in by: fQ
Date
Produc —
A?R 0 5 2019
VjStW

;J UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
-------------------------------------------------- ------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME -D��nt�`�_ i1 Ir-`�` c ti`- LOCATION-f&-0 -----
__
ax
-------- ----_- ---- --------- c ---
TELEPHONE-qll n a �-Q�- --- SIZE OPERATION---------o---
LOCATION DATA
DISTANCE OM NEAREST�]j RESIDENCE .NOT OWNED BY ---- /
PRODUCER o o FT. sc,,La
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES- NO-
If yes, SCS cannot provide assistance.
_ IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES------ NO----
If no, site must be reloca ed.
IS SITE WITHIN' 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO----
If yes, landowner should consult with local- zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- No----
If yes, see Part So3 of 'the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO----
If yes, producer must complete a Form AD-1026
WILL ACTION RESULT IN SWAMPBUSTING? YES--- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
f ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
U5 ARMY CORP •OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NOHZ
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPQP'TANT/
FARMLANDS IN THE OPERATING UNIT? YES---- NO-v
`. WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to any o:V these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
r
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER . . . . . .
i . . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT. /LB. OF- ANIMAL? YES---- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES- V NO----
{ . . . . . . . .USING GOOD SOUND JUDGMENT IN
` LAND APPLICATION OF WASTE? YES---- NO----
I
Page 2
I

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES-- NO---- j
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO---
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES-m
IS A CLAY LINER REQUIRED? YES-- /- NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES- NO NO------
QUESTIONABLE----- �
IS A CORE TRENCH REQUIRED? YES------ NO
--
(Attach soil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL----�' --
COMMENTSRgacu_ �&'ciucVN_ L,,0,h LC,d
- t -- - .-----�- -------------------------
-----------
-
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME '
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INV LIDATED.
SIGNATURE/,'--''= --- ------- DATE------ --
�l
Page 3

Aw
°•• s-iu U.S.DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
E-� Y FARMER'S NAME 41 tf�,yl.V Sa-ti
i rl�s DATE DISTRICT
S.C,S. PIiOTp SHF.FT NO- COUNTY
WORK UNIT
rc� f11�= WATEVSIICI wREA MEASUREMENTS
CROPLAND ACRF5 PASTURE ACRES
v��r WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVAT10141ST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS W
Lacate ERE MADE (AFpro scale 1"= feet)
rclerreK palnf+n z
omtwr line of dame and Idenelfy an sketch.
F E�
1--
2
t �
- o
o `
tar
' S110W i 3 yf BORING NUMBER AND PROFILE
2 VF.I'nI Mafe and Car da.n.s.dr and svillw%,6ortnps f/rsf•lAen
lCnnr.nocd nn 1W�mhrrr necessary) Shale water tab/eRlle4pttanS ona daTOr10W D/f bortaps.separate mnh w.tlov!nd
SCALE site bortnps.
-1 -2 -3- 4 -g- -6 9 10 11 12 13 14 I5 IB 17 18 29 20 21 U22 23
? — -- —
-
-
SC
j7e SIC
BORINGS MADE By
SIGNATURE & TTfLE ::•- - .`r -_, ,.�.. �

�f
TYKES OF MATERIAL ENCOUNTERED IN 13ORINGS
(Use one of systems below)
f UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel. sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands;sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands 1-team
5M-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures sl-slit
ML-Silts;silty,v-fine sands;sandy or clayey silt all-silt loam -
CL-Clays of low to medium plasticity cl-clay loam
Of-Inetganic clays of high plasticity alel-silty clay loom
Mll-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays. low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity a-clay
I. Suitable material for embankment to available [DYea No rhtdrmtt W&"fccar d o,.it.sketch on
REMARKS: fI
itJe L i,v��f i,r •v EGOE/� i •
i •
2. Explain baurda requiring special attention in desikn rs..aaor,
GENERAL REMARKS:
�o c-mac Yv,r'AL .t'Ess�n• ;�-s
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 46 47 48 49 5o 61
1 +
y -

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77
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^'+. 1. .is S:Z i-•,�X`-k�"srJSL��. �.:R >;���Ti� !s�'__v�i�, ,"�•^..- {�- _ .
{`.;:a 3'd' j?."�•se�?Y4;''' Yam. 4 3
i o ' �w`�;i•` `° !NE t`- ••f, ►•; .r ':• •-
:t �•`+ a T K;r- ;��.- ;z? r� .�` •.l',f] �;in.=+i3"�•+ i; •�''T� y _,1;e�
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.-> �.'� •Ss � ��-� �: �. i p.13 ,p {► �'" fir. � ••'�:__'
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tl S. Department of Agriculture NC=ENG=34
Soil Conservation serviceFZ
r - t� September 1980
:...
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F
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E a�ae { .A nt'y sd�-°�� °�? ^� f k f
Community or r§§pub No$ y -* ,� . k, y Conservati
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Estimated sQeph of Wader to Top Qfg Dam _Ft• Leng#hof F1:oodaPoe1�` Ft.
s L w Y t
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-Date of Field Hazard investigation -•`f- _ v }
Evaluation by;reach„of flood plain. downstream to_ the, point of estimated minor effect
from sudden- ,, 4 failure.
Est 'El st evation
- of $reachUp
Reach: Length Width:. Slope: Land Ilse :` Improveine�ts'' Above :Floodwater Above
• Flood'Plain: Flood Plain
Ft.. •.:: ,:Ft.
Ft Ft.
2 .
3 -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Jd04, , ,4,. wi goap, h Creek
Hazard Classification of Dam (J& b, _c) (see NEM-Part 520.21)
61AClassification (I, II, @ IV, V)
By
na (title) Date_ -���-q�-
Concurred Sy � �. Date
name titlel ��
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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OPERATION AND MAINTENANCE PLAN SHEET 9 OF 2
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 m
ay vary
due to site conditions,weather,flushing operations,and the amount
Of fresh water added to the system.
The designed-temporary storage-consists of 180 days
(1)waste from animals and (2)excess rainfall after vaporation.oAlslsoe r
included is storage for the 25 year-24 hour storm for the location.
The volume Of waste generated from a given number of animals inn l be
fairly constant throughout the year and from year to year, but excess rainfall will vary frorn-year to year. The 2.5 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design-to begin.
Pumping and this is usually the outlet invert of pipe(s)from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate wheal•pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions PeTmk such as
weather,soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is-recognized a5 all a6c)ep-tabre-
method of disposal_ Methods of application include solid set,
center pivot,guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to-be carried out.--
I- It is strongly recommended that the treatment lagoon be pfc-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid.Fresh water should not
be used for flushing after initial filling.
The cached Pl waste utilization plan shall-be followed. This
Plan recommends sampling and testing of waste(see attachment)
before land application.
3. Begin temporary storage Pum"Ut of the lagoon when fluid level reaches the
elevation 48.3 as marked by permanent marker. Sto out when the fluid level reaches elevation P pump
-
out less 25 yr 24 hr storm, contains 46.1 This temporary
477050 gallons. 63777 cubic feet or

SHEET 2 OF 2
4. 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 waste utilization plan for further details.
5- Keep vegetation orr the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6- Repair any eroded areas or areas damaged-by rodents and
establish in vegetation.
7. Alf surface-runoff is to be diverted from the lagoon to stable
Outlets.
8. Keep a minimum of 2s feet of grass vegetated buffer around
waste utilization fields 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 reach other property and public fight-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health,and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0:a LBS.F-EsCUE GRASS AT 6o LBSJACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FE-BRUARY I TO MARCf4 30
0.0 LBS.RYE GRAIN AT 30 LBS./ACRE(NURSERY FOR FESCUE)
0.0 LBS.'PENSACOLA'BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES.APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING STATES:JANUARY'I TO MARCH-30-
160.0 LBS.RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30-
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER(1000 LBS./ACRE)
8.G TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW(100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH-SEEDBED. APPLY SEED AND FIRM-SEEDBED-WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS-IS SLOWER"TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENMD,THAT 8
LBSJACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.