820402_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0402 Certificate Of Coverage Number:
2. Facility Name: Greene Complex
3. Landowner's Name (same as on the Waste Management Plan): Black River Farms. LLC
4. Landowner's Mailing Address: PO Box 1.
City: Harrells State: NC
Telephone Number: 910-532-4729 Ext. E-mail:
5. Facility's Physical Address: 1035 Dismal Bav Ln
City: Harrells State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): cAvd C
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): James C. Moore Phone No.: 910-532-4729
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Farrow to Wean
Swine - Wean to Feeder
O-,eration Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
3,479
10,400
AWS820402
Zip: 28444
Zip: 28444
OIC #: 22400
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep- Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

ROY COOPER
C&Vernor
MICHAEL S. REGAN
5ecrstcry
LINDA CULPEPPER
Director'
��r SYl17t;�
NORTH CAROLINA
Environmental Quality
February 27, 2019
Black River Farms, LLC
Greene Complex
PO Box 1
Harrells, NC 28444
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 https://deg.nc.gov/about/divisions/w-ter-resources/water-quality-reLional-operati n 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 -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Bequest for Certificate of Coverage Facility Currently Covered by an
Ex irine State Non -Discharge General Permit." The arpolication form must be completed. signed and returned by Aoril 3, 2019.
Please note that You mum include one ID copy of the Certified Animal Waste Management Plan CAWMP with the
comnleted and signed application form. A list of items included in the CAWMP can be found on Page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely, f
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820402
Murphy -Brown LLC
North Ca o na Decarrment of Envronr:enta 'Dua t:. I D vso n of Watsr Rssourzss
Q 512 N. Sa sbun• St. 11£3£. Ma Serv•x Center I Rae s" , Nortk Cara na 27SR9-1£-3£•
�. > 91a 7 07 ?X D

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
6-
19.00
19.00
2
��
27.00
y'
27.00
IFLVIN TRACT
5/24/2006
760,341.00
94,899.00
28.00
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), sinned b, the owner and a certified technical mccialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. . Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be 'byy aY�S 18___ principal executive officer of the corporation): 1 _
Name: �Id-wa(, C V l DTitle: Yet, WY\ c/-
Signature: -'�V\� 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

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 be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El Landfill at municipal solid waste facility permitted by.NC DEQ. under GS 15A NCAC
13B .0200.
ElRendering at a rendering plant licensed under G.S. 1.06-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by.the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which; irrthe professional opinion of. the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all. animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional: permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
o.w� Q_ v\Aw--k_
Signature of Farm Owner/Manager
Signature of Technical Specialist
__� --I� L q
Date
3=c724-)4
Date

Nutrient Management
This plan has been prepared for:
GreemSow 1 &2
Moore Black River Farms, LLC
PO Box 1
Harrells, NC 28444
[phone]
e vI 1►�aG--�
rep �� ��rv►�
Animal Waste Utilization
09-15-2006
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338 fl
Harrells,
(910) 51
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 • n.
S4Aature (owner) Date
/ v (�)/Iyi
(manager or producer)
Thig-plan meets the minimum st
Agriculture - Natural Resoprces
adopted by the Soil and Water f
Plan Approved By.;
Specialist
Date
and specifications of the U.S. Department of
,ation Service or the standard of practices
tion Commission.
q—IS-�
Date
642858 Database Version 3.1 Date Printed: 09-15-2006 Cover Page 1

-Nittrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this elan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 8,327,800
gals/year by a 2,600 animal Swine Farrowing-Weanling Lagoon Liquid
Operation. This production facility has waste storage capacities of
approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
Incorporated
Injected
Irrigated
Year 1
Actual PAN Applied
(Pounds)
14,211.45
12851
22070
24305
13969
Actual Volume Applied
(Gallons)
10,476,652
Volume Surplus/Deficit
(Gallons)
2,148,852
Note: In source ID, S means standard source, lff means user defined source.
642858 Database Version 3.1 Date Printed: 09-15 2006 Source Page I of I

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
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity f solid and liqu d waste lthat wot ill be apeing plied on each fi 1
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 e d
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
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop ? RYE
Applic.
Period
2222
Front
S5
Cainhoy
133.54
99.75
Small Grain Overseed 1.0 Tons
10/1-3/31
2222
Front
S9
Cainhoy
133.54
99,75
Small Grain Overseed P 1-U 4"' 1.0 Tons
10/1-3/31
2222
Front
SS
Cainhoy
133.54
99.75
Hybrid Bermudagrass Pasture P- Lis: 3,5 Tons
3/1-9/30
2222
Front
S9
Cainhoy
133.54
99.75
Hybrid Bermudagrass Pasture P- 1-Pw 3.5 Tons
3/1-9/30
2222
PI-4
S5
Cainhoy
8.50
8.50
Small Grain Overseed p L - a: 1.0 Tons
10/1-3/31
2222
Pl-4
S9
Cainhoy
8.50
8.50
Small Grain Overseed LUtr✓ 1.0 Tons
10/1-3/31
2222
PI-4
SS
Cainhoy
8.50
8.50
Hybrid Bermudagrass Pasture `' L2L' 3.5 Tons
3/1-9/30
2222
P1 4
S9
Cainhoy
8.50
8.50
Hybrid Bermudagrass Pasture L-pr,✓ 3.5 Tons
3/1-9/30
2222
PP -A
SS
Cainhoy
38.10
38.10
Small Grain Overseed 1.0 Tons
10/1-3/31
2222
PP -A
S9
Cainhoy
38.10
3 8. 10
Small Grain Overseed 4,OW 1.0 Tons
10/1-3/31
2222
PP -A
S5
Cainhoy
38.101
3 8. 10
Hybrid Bermudagrass Pasture L J
Oa 3.5 Tons
3/1-9/30
2222
PP -A
S9
Cainhoy
38.10
38.10
Hybrid Bermudagrass Pasture " Leo) 3.5 Tons
3/1-9/30
2222
PP-B
SS
Cainhoy
29,10
29.10
Small Grain Overseed •- 1 e"I 1.0 Tons
10/1-3/31
2222
PP-B
S9
Cainhoy
29.10
29.10
Small Grain Overseed
7' 4-04✓ 1.0 Tons
10/1-3/31
2222
PP-B
S5
Cainhoy
29.10
29.10
Hybrid Bermudagrass Pasture L-OtJ 3.5 Tons
3/1-9/30
2222
PP-B
S9 I
Cainhoy
29.10
29.10
Rybrid Bermudagrass Pasture - LpcJ3.5 Tons
3/1-9/30
642858
Database
Version
3.1
Date Printed: 9/15/2006
■-ugen
PA
c,omm.
Fert.
Ray,
Manure
Liquid
Solid
Liquid
Solid
Nutrient Nutrient
(lbs/A)
PA
Nutrient
ManureA Manure
pplied Applied
Manure
Manure
Req'd
Qbs/A)
Applied
pbs/A)
Applied
(acre)
(acre)
Applied
(Field)
Applied
(Field)
pbs/A)
Applic.
1000
)/A
N
N
N
Method
N
g
Tons
1000 gals
tons
50
0
0
Irrig,
25
9,99
0.00
996.11
0.01
50
0
0
Irrig.
25
14.91
0.00
1,486.73
0.01
131
0
0
Irrig,
75
29.96
0.00
2,988,32
0.01
131
0
0
Irrig.,
56
33.39
0.00
3,330.27
0.01
50
0
0
Irrig.
25
9.99
0.00
499.30
0.01
50
0
0
Irrig.
25
14.91
0.00
745.23
0,01
131
0
0
Irrig,
75
29.96
0.00
1,497,90
0.01
131
0
0
brig.
56
33.39
0.00
1,669.31
0.01
50
0
0
brig.
25
9.99
0.00
380.47
0,01
50
0
0
Irrig.
25
14.91
0.00
567.86
0,01
131
0
0
Irrig.
75
29.96
0.00
1,141.40
0.01
131
0
0
Irrig.
56
33.39
0.00
1,272.01
0.01
50
0
0
Irrig,
25
9.99
0.00
290,59
0.01
50
0
0
Irrig.
25
14.91
0.00
433.72
0.04
131
0
0
brig.
75
29.96
0,00
871.78
0.01
131
0
0
brig,
56
33.39
0.00
971.54
0.01
WUT Page 1 of 2

Waste Ucation Table
Source Total Use,
Tract I Field ID I Soil Series Acres I Acres
Crop
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
ar 1
Narcgen
Cantu.
PA
Fert.
Nutrient
Nutrient
Req'd
Applied
pbs/A)
Obs/A)
Applic,
RYE
Period
N
N
2. Symbol * means user entered data.
'�M. ,vrmure Liquid Solid
is/A) PA ManureA Manure
Nutrient pplied Applied
Applied (acre) (acre)
Obs/A)
Applic. 1000
Liquid
Manure
Applied
(Field)
Solid ,
Mantiio
Applied
(Field)
N Method N gal/A Tons
1000 gals
tons
Total Applied, 1000 gallons
19,142.52
Total Produced, 1000 gallons
12,738,37
Balance, 1000 gallons
-6,404.15
Total Applied, tons
07
Total Produced, tons
0.0
Balance, tons
0.0
642858 Database Version 3.1
Date Printed: 9/15/2006
WUT Page 2 of 2

The table shown below provides a summaryofthe crops or rotations included in this plan for each field Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(U)
Soil Series
Crop Sequence
RYE
2222
Front
133.54
99.75
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.5 Tons
2222
P111
8.50
8.50
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.5 Tons
2222
PP -A
38.10
38.10
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.5 Tons
2222
PP-B
29.10
29.10
N/A
Cainhoy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.5 Tons
PLAN TOTALS: 209.24 175.45
LI
Potential Leaching
Technical Guidance
< 2
w potential to contribute to soluble
None
utrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term M-Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
ZA'tDCO riLMh9CP U-;-.. 1 r r> i. P ;..+-i on 4nnn4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2222
Front
Cainhoy
0.75
1.0
2222
P1-4
Cainhoy
0.75
1.0
2222
PP -A
Cainhoy
0.75
1.0
2222
PP-B
Cainhoy
0.75
1.0
L4'1 DC 7"l..a..l.n.... iT..-..:.... '1 1 r%— i]-:.,.-A n11 CMnAC TAU"--- 1 -,V 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
^.om 120 bu
150
13.16
77.04
154.08
231.13
_iay 6 ton RY-E.
300
26.32
38.52
77.04
115.56
Soybean 40 bu
1601
14.04
72.23
144.45
216.68
Swine Nursery Lagoon Sludge - Standard
Corr 120 bu
150
13.16
58.78
117.55 176.33
Hay 6 ton RY.E.
300
26.32
29.39
58.78 88.16
Soybean 40 bu
160
14.04
55.10
110.20 165.31
642858 Database Version 3.1 Date Printed: 09-15-2006 Sludge Page 1 of 1

Available Waste Storage Canacity
Source Name
I Swine Nursery Lagoon Liquid
Desi n Storage Ca aei (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
136
1
2
144
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
167
* Available Storage Capacity is calculated as of the end of each month.
642858 Database Version 3.1 Date Printed: 09-15-2006 Capacity Page 2 of 2

The Available Waste Storage Capacity table provides an estimate of the 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. Ifthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated..
If available storage capacity is negative; the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avnil,ihle Wacte RtnraRe C nnaciiv
Source Name
Swine FarTowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
113
1
2
113
1
3
142
1
4
144
1
5
145
1
6
178
1
7
180
1
8
180
1
9
180
1
10
177
1
11
175
1
12
158
* Available Storage Capacity is calculated as of the end of each month.
642858
Database Version 3.1 Date Printed: 09-15 2006 Capacity Page 1 of 2

Crop Notes
The following crop note applies to field(s): Front, P14, PP -A, PP-B
Small Grain: Coastal Plain, Mineral Soil, highly leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
FebruaryMarch. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): Front, P 1-4, PP -A, PP-B
Bermudagrass: CP, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted -
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
642858 Database Version 3.1 Date Printed: 09-15-2006 Crop Note Page 1 of 1

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, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng 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).
642858 Database Version 3.1 Date Printed: 9/15/2006 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
642858 Database Version 3.1 Date Printed: 9/15/2006 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. ff 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.
642858 Database Version 3.1 Date Printed: 9/15/2006 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste, to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
642858 Database Version 3.1 Date Printed: 9/15/2006 Specification Page 4

ELECTRICMOTOR DRIVE, CLOSE -COUPLED
M-SERIES
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6 MAX. IMPELLER: 9.5"
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1 SPEED MWP (PSI) 250 .5" Dla. 25+HP: 7.8" DIa.
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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
KFlush system is designed and operated
sufficiently to remove accumulated
so' ds from putters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and fits Crusted Solids
6 maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 8-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
aintain 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 ecaying 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 ("J 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
p ducts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (-rtliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and, disturbance by animals is minimal.
( Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
tiMIu November 11, 1996

.jry Manure Handling Accumulations of animal wastes (-)'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.
( ) 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 ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical. A
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Caroline State University, Raleigh, NC
27695-7613.
MIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
source Cause BMP's to Minimize Odor Site Specific Practices "
Farmstead Swine production Vegetative or wooded buffers;
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
Manure collection pits Urine
Paritel micorbial decomposition
Ventilation exhaust fans Volatile gases;
Dust
Indoor surfaces Dust
-h tanks Agitation of recycled lagoon
liquid whiles tanks are filling
riusn aneys
Agitation during wastewater
conveyanance
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
Lift stations
Agitation during sump tank filling
and drawdown
Outside drain collection
Agitation during wastewater
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
litigation sprinkler nozzles High pressure agitation
Wind draft
.­ _C--November 11, 1996
(TFtecommended best management
practices;
(,'Good judgment and common sense
( ) Dry floors
4166tted floors;
aterers located over slotted floors;
"odors at high end of solid floors;
.Ksc pe manure buildup from floors;
Underfloor ventilation for drying,
f4' requsnt manure removal by flush,pit
re arge,or scrape
Underfloor ventilation
4-Pan maintenance;
td Erficient air movement
t-) Washdown between groups of animals
Feed additives;
"eder covers;
Feed delivery downspout extenders to
feeder covers
() Flush tank covers
.(Extend fill lines to near bottom of
tanks with anti -siphon vents
r- Underfloor flush with underfloor
ventilation
i-t' xtend rechard lines to near bottom of
pits with anti -siphon vents
() Sump tank covers
( ) Box covers
xtend discharge point of pipes
underneath lagoon liquid level
UI'Proper lagoon liquid capacity
Correct lagoon startup procedures
U'Osnimum surface area -to -volume ratio
j4401—nimum agitation when pumping
( ) Mechanical aeration
1 ) Proven biological additives
-�`i Irrigate on dry days with little or no wind
L-f'Minimum recommended operation pressure
4Pump intake near lagoon liquid surface
(1 Pump from second -stage lagoon

F
frogs tank or basin PartW microbial decomposition
() Bottom or midlevel loading
..urface Mixing while filling
() Tank covers
Agitation when emptying
() Basin surface mate of solids
1 1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
( ) Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
() Soil infection of slurry/sludges
or sludge on field surfaces
I ) Soil inco4oration within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition
roper disposition of carcasses
Dead animal disposal Carcass decomposition
( ) Complete covering of carcasses in burial pits
pits
( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion
( ) Secondary stack burners
Standing water around Improper drainage
f. Y Greda and landscape such that water drains
facilities Microbial decomposition of
away from facilities
organic matter
►"-ours tracked onto public Poorly maintained access roads
{fi Parm access road maintenance
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 Oesig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
NCSU-BAE
Environmental Assureno Program: NPPC Manual
NCSU-Swine Extension
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; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
he issues checked ( ) pertain to this operation. The IandownerCntegrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner ignature)
mOC--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 alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on.a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated.scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should .contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Anima/ Waste Management Systems Manua/

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 sells 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 a .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.

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 lbng 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 other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the, unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to 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 j safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
9r�- Ys(. - rs41
rl
19 6.3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take. A
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 sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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 bWQ 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
NRCS 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: J k �,�ttr-ti5
b. Contractors Address: c .�, f.3a� 1 AP-rLcl -C. LBoy
c. Contractors Phone: 1531- &1 n IL
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) I
a. Name: 1�['Ri.►� ��
b. Phone:
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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated
so ds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
a(ntain 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
aintsin 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 Food Spillage 4f Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of ecaying 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 Uf 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
p ducts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (-Fliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and. disturbance by animals is minimal.
( Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
r-AX--November 11, 1996

.iry Manure Handling Accumulations of animal wastes (-)'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.
() 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 () pertain to this operation. The landownerAntegrator agrees to use sound judgment in applying
insect control measures as practical. Y,
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
Signature)
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

r
Farmstead
Animal body surfaces
Floor surfaces
FINE FARM WASTE
Cause
Swine production
Dirty manure -covered animals
Wet manure -covered floors
Manure collection pits Urine
Parital micorbial decomposition
Ventilation exhaust fans Volatile gases;
Dust
incoor surfaces Dust
-,Ish tanks Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys
Agitation during wastewater
conveyanance
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
' ift stations
Agitation during sump tank filling
and drawdown
Outside drain collection
Agitation during wastewater
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
irrigation sprinkler nozzles High pressure agitation
Wind draft
.. ✓UC--November 11, 1996
8
AGEMENT ODOR CO
BMP's to Minimize Odor
( i ttecommended best management
(,)'Good judgment and common sense
( ) Dry floors
N'flotted floors;
PY-Watarers located over slotted floors;
"-f.-eders at high and of solid floors;
_111 manure buildup from floors;
Underfloor ventilation for drying.
t-t-Frequent manure removal by flush,pit
!r!9harge,or scrape
Underfloor ventilation
an maintenance;
Efficient air movement
(-1"Washdown between groups of animals
+ Feed additives;
"odor covers;
Feed delivery downspout extenders to
feeder covers
() Flush tank covers
Wixtend fill lines to near bottom of
tanks with anti -siphon vents
N"Underfloor flush with underfloor
ventilation
(4--5xtend rechard lines to near bottom of
pits with anti -siphon vents
() Sump tank covers
( ) Box covers
"'Extend discharge point of pipes
underneath lagoon liquid level
41 Proper lagoon liquid capacity
Correct lagoon startup procedures
"inimum surface area -to -volume ratio
,4n0inimum agitation when pumping
() Mechanical aeration
() Proven biological additives
fiIrrigate on dry days with little or no wind
(,4 inimum recommended operation pressure
47 Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
CHECKLIST
Site Specific Prarticae

'iorage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
-urfece 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 () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( ) Wash residual manure from spreader after use
! ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces ( ) Soil inco4oration within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition Li�ropar 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 t-"rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ki"Parrn access road maintenance
;is 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
^ptions 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 ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
r7dor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner ignature)
BMOC --November 11, 1996
a

. uoera�or:KEmwY ���RE County: SA�PS�� D�te: 01/07/93
D/stance to nearest resioenre an owneeet
^
z' osAoS�xTE LIVE wElG�T
0 Sows (farrow to f/nsh)
0 Sows (farrow to feedier) X 522 )bs' = 0
0 Head (fin/shing on/y) X 135 |bs. = 0
1300 Sows (farrow to wean) X *33 !bs. = 5�2900
0 Head (wean to feeder)
TOTAL STEADY 5TATE LIVE �EI8�T (SS�W) = 562900
2. MI, Il"NIMUM, VOLUME OF LAGO��
Vo|ume = 562900 |bs. SSLW X Treat�ent Vo!u�e CF/lb. SSLW
Treatment Vo(ume CF/|b. SSLW= 1.0 CF//b. SSLW
Vo|ume = 562900 cubic feet
/
3. STORAGE VOLU�E FOR SLLD}8E ACC�M�LATI�� �°�s p��^a�= +� "°m�"`'�
)
Vo|ume = 0 cubic feet
'
4.- TOTAL DESI8N V8LUME '
Inside top:
!enStn
490 feet ;
widt�
210
feet
Top of clike
at eievat/on
62.90
feet~/
Side s|opes
3'0:1(inside)
des
) |
�aSoon
ionota/
/at
61. 60
fee�quid
f D
agoona
eevation
50.90
feet
Seaso
water
tab}e e}evation
feet
Tota| desi8n
vo|ume
usinS prismo,da/
formuia:
SG/END1
SS/END2
SS/SIDE1 SS/E�D2
LEN8TH
WIDTH
DEPTH
3.0
3.0
3.0 3.0
482.2
202.�
10.70
AREA OF TOP
LEN81TH
X WIDTL'
482
202
97501
(Area of
Top)
AREA UF BOTTOM
LEk6TL4
X WIDTH =
418
138
57684
(Area of
Bottom)
AREA UF MIDSECTION
LEN8TH
X WIDT� X
4
'
450
170
306248
(Area of
Midsection
X4>
CU. FT. =
[Area top+(4XArea Mi�section)+Area
BottomJ,
X
Depth/6
97501
306248
57684
2
VOL. OF LA8OON
AT TOTAL
DESIGN LIQUID
LEVE� =
822889
C�. FT'
13ioet it�ep- r,,,,4,,

Confinment Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width /-2'0
" Pipe (Needs to be adequately
supported)
Settled Top Elevation G2.q
SS SS 3yo
TREATMENT
t� LAGOON r
�1 Depth = 10•a I
Bottom $levation 40.?
SS
e

U. 4. DEPARTMENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: kl;?,N.,, 1loe�zE _..�_ — _—� Date:
County: JAMS
Address:
Q ;O ..
/V o --•
,o
o p
y-9o.o
-- --_ LENGTH
SIDE ELOPE 3 z> TO 1 /
(,2, 9 /
AVE. 70P ELEY. /F,
/40 %
�O �O
------1tID SECTION
AVE. BOTTOM ELEV. /
9 t
6
W
L L ENGTH
(see bock for voluaM calculations)
Use of facility: Atcimel A/ sh LAo
Capacity: iss M.I-Gallons _ _ g2 it e 7 Ft3
Soil Type: Gq
Bench Mark Description ; 2-1 G. D,a k TRH �.� ��++ /Zs r,,4
E,4s4- e f Si a4104 8 Y-4 c,
T,0• M. 4S5"W-%CeI fi'/itJ, 50.0
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev.
50. q
Elev.
(+)
Ft.
Elev.
(+)
i
Ft.
Elev.
(+}
Ft.
Ft.
Elev.
(.? . 9_

U. S ()rLpAjRj"tNI Of AUR1(-;UL1U"E
W's-fr46-5)s SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITA131LITY OF PROPOSED POND SITE
DISMICr
FARMER'S NA119 COLIPM 'SoAl
DATE WORK UNIT
S. C..S. pH(YrO S.--IEET NO.
AREA KEASUMMINn
CROPLAND—ACRFS PASTUREACRES1� 6 E-50
— ACRES TOTAL — ACRES POND CLASS WORK UNIT CONSERVATIONIST
WOODLAND
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS `ERE
MADE (Appro- scsle I". —feet)
Locate reirrence point n center line of dam and identify - sk6tch.
Like,
n= - ==
i0i
L01
BORING NUMBER AND PROFILE • separate Lvith uerfical red Nam.
Make and Vst dam -site and spillwa&( bating, first - then panded area and borrow pit borMps
DEPTHI (Con!inucd on back whent nffC4s"rvJ Show water :abl@ clevanons on
dam-sit" borings.
'CAPE F S 9 10 11 12 13 14 15 16 17 1 IR IQ
lawl 1—
MIN& 1001 E. NOR NO
IN HE
NOW
MUMOro. 0 moll
WENOWN,
No M.N.1
IEREN,
Z
ME
. rr■�r�r■r■�■rr■
000001MIEN

3 Begin pump -out of tne \aSoon when f'uid level reacnes eleva-t
^ 68 90 as marked by �ermanen� main., Stop pump -out
tion ^ 5S S0 or before
t
when the fluid !eve! reaches eieva /on v"."" ~ before
fluid depth is less Man 6 feet deep (this prevents the loss of
Avorac|e bacteria). The design temporary storage, |ess 25 year
storm is 197823 cubic feet or 1479715 gallons- As stated
before, this volume w/! � vary considera�/y from year to year.
4 The recommenced maximum amount to apply Per irrigation |s one
^
(1) inch and the recommended maximum app//cation rate is 0.4
inches per hour.
5 Keep ve8etation on embankment and areas adjacent to the lagoon
mow
eo annuai iy. Vegetation should ce fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents ano
establish in vegetation.
7. A/| surfacs runoff is to be diverted from ihe lagoon to .
stable outlets.
8 Keep a minimum of 100 feet cropland buffer or 25 feet of grass
^ d waste utilization fields, particularly adjacent
vegetated buffer around w e ditches etc Do not pumP within
to ponds, lakes, streams, open ' .
300 feet of a residence or within 100 feet of a well-
9 The Ciean Water Act of 1977 prohibits the discharge of
^ of the United States. The Department of
po��utants �»t» watersDivision of Envir»n-
Environmeht, Health, and Nat urai Resources, >aw. ,
met�anagement, �as the responsib)\Ity for enforcing this
na�
NOTES.
______________________________________________________________________
______-_________-____________-____________________-___________________
______________________________________________________________________
______________________________________________________________________

/�ERATION AND NA1N7ENANCE PuAN
------------------------------
This lagoon is des/Sned for waste treatment (permanent storage) wm­i
minimum odor control. The time required for the planned Quid level
to be reached (permanent + temporary storage) may vary due to
f}usnin8 operations and the amount of fresh water to be added to the
system.
The ues/gned 6 months temporary storage is an estimated vo|ume
based on : 1} waste from animals; 2) excess ra/nfa!i after
evaporation; and 3) the }argest 24 hour (one day) rainfall that
occurs on the avcraSe of once every 25 years. The volume of
waste generated from a given number of an/ma/s w.<l be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfa|l which is
equal to or exceeds the ni8hest 6 months excess in a year.
The average annual excess rainfai{ is approximately 8 inches.
Therefore, an averaSe of 8 inches of excess rainfall wili
need to be pumpe6 each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cyc!e, but this storage
volume must always be available. A maximum elevation is
determineo in each design to oe3in pumping and this is usua}|y
the outlet invert of pipe(s) from buildin9(s). If the outlet
pipe is not iostaKed on the e!evation to begin pumping, a
permanent marKer must be installed on this elevation to
indicate when pumping Should begin. An elevation must be
established to stop pumping to maintain minimum treatment deotb
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, so5s, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of di sposa} . Methods of app / / cati on }nc | ude solid set,
center pivot, guns, and traveling gun irrigation. Care should
be take: woen appoyi:g waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It /s strongly recommended tha the treatment 'a800n oe pre-
chargeu to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the |agoon thereby reducing ouors. Solids,
shou|a be covered with effluent at all times. When pre -
charging is completed, flush bui|d:n8s with recycled lagoon
liquid. Fresh water showd not be used for fiushinS after
initial fii}ing.
2. The attached waste utilization plan sna|' be followed.
This plan recommenos sampjinQ ana testing of waste (see
Attacnment B) before land aMicat}on.

NC
U. S Department of Agriculture Septemembberer
Sept1980
Soil Conservation Service file Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner i(ENa aoctc
County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool
Ft.
Date of Field Hazard Investigation—,/ 8 93
Evaluation by reach of flood. plain downstream to the point of estimated minor effect
from sudden dam failure.
M. Elev. :_st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Floodove Plain:F,oFioodebo
Plain
Ft. Ft.
Ft. Ft.
1
2
3
Describe potential for loss of life and damage oexisting
gP STRUCTURE w utu e downstrea
SUDDENF
improvements from a sudden breach A _
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. (.q peg ;S /oer4 E owe
L
ArJd 4A 1)oe Erg r. S.K. zic�
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
A%JL
-a,w Classification (I, II, III, IV V)
By
name
CS t
e
Concurred BY 4� title
;name3
NOTE: Z. Attachctions on additionaleverse sheetsas side.
needed.
Date
Date i zi 43

. i ♦� Y ..
)t4A
•
ChA
'{I• Cr L*A ! tI i R 1T
TO
Au
y
Cos
1r
LOA
3"Y To v
' Tr -� V 1T Jr
C26 CIA
ell
lie Ck
LOA
S If E v
LeA i
Cab f �•.., r.f l _ 1
in .4
i � �vr .">% _ LeA . .q+•a. !F ,. + n
Lf ChA x 1 y
JT
• ChA
C" 1T
CAA ..
. ChR Chi
0� 1T
ChA LT
RIVER
IT , �... ' ChA
led-
Lr
J
•�. I KaA r
1 CaA _ \
SCS-CPA-07 S U. S. DEPARTMENT OF AGRICULTURE L
12-85 SOIL CONSERVATION SERVICE
,Y.
SOIL MAP
F•
Owner 9jrOperator
Y� County. �-204 fth Serl Ce State �•
Soil survey sheet (s) or code nos. Aproximate scale /3zo
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with GA"` So Conservation District
� I
1

• TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
.P�ik - -CLAY LINER
AVERAGE GROUND
f �
VARIABLE
SANDY MATERIAL
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
1 FOOT THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS. AREA AND ._
---- BACKFILL WITH CLAY
1 ` EXCAVATE
is
jr
AVERAGE GROUND
VARIABLE SANDY MATERIAL
t NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE = CUBIC FEET = _SIRS CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
3 a 9q- 7
3 8 3� c�.6 rd. j5 Fort CJAy

6. SUMMARY
Totai required
volume =
820748
Cubic
feet
'.'ota! oesi8n
volume
aval i'=
jolollQunic
feet
Min- reqro.
trtmnt.
vol. plus s|uoge
accum.=
562900 Cu. Ft.
/
.
At elev.
'
58.80
Ft; Vo!=
565720
Cubic
feet
(end in )
_
Total design
volume
less 25yr-24hr
storm
=
762864 Cu. Ft.
At elev.
60'90
Ft; Vo:=
755640
Cubic
feet
(start pumping)
Seasonal
high
water
table e(evation
is 47.00
Feet, which must
be lower
than
the elevation
of top of
treatment
vo:ume 58.80
-
DESI8NED BY:
*'
DATE:
APPROVED BY:
--------------------------
DATE:
NOTE: SEE ATTACHED WASTE UTI�IZATION PLAN
ADDITI�NAL NOTES: ........................................................

n�
5. TEMPORARY
STORAGE HE�LlHE�
Drainage
Area:
Lagoon (top of aike)
Length X Width =
490 210 102900 Souare
Feet
8ukd/nSs (roof and :ot water)
Length X Width =
0 0 0 Square
Feet
TOTAL DA 102900 So:are
Feet
===>
Desi9n Yemporary storage to be
180 clays.
A.
Vowme of waste produced
Approximate daily production of manure in CF/LB SSLW
0.00136
Volume = 562900 Lbs. SSLW X CF of waste/lb/day X
180
Volume = 137798 Cubic feet
B.
Vo|ume of wash water
This is the amount of fresh water
used for wasninS f!oors
or
volume of fresh water used for a
flush system� Flush
systems
that recircu'ate tne lagoon water are accounted for
in 5A.
Volume = 0 Gallons/clay X
180 days storaSe/7.48
gallons per CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall
exceeds evaporation
oy
largest amouoz'
~~/
180 days excess rainfall
= 7
0 /ncnes
Vo'ume = 7.0 inches X DA /
12 inches oer foot
Vo/ume = 60025 Cubic feet
D.
Volume of 25 year - 24 nour storm
Volume = 7.0 inches / 12 inches
per foot X DA
Volume = 60025 Cub!c feet
TOTAu
REQUIRED TEMPORARY S7ORA8E-
5A. 137798 Cubic
feet
.
5B. 0 Cubic
feet
c
60025 Cubic oc. u
feet
5D. 60025 Cubic
feet
TOTAL 257848 Cubic
feet

US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner t M nl /yockt_ County_ W_ SA M 7�
Location/Tract & Field Number.
Acreages Re%& 200
Prepared by 44 &A,4Date
Brief Description of Planned PlIract/ice/RMS/Project Measure:
�� wI o C-1 LIt'S � A�:,w.41 WASfi. i •4-+ oer.� .�R_ loco TF���eW- ulE-+��
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in.the planning area:. (References: NCPM;
190-Ok 410.26; Hydric soils list; Classification of Wetlands and
A r WIhi�wof the U.S. ; National Wetlands.jjr vjentac , Maps;
No
Yes - If yes,
-- Identify types.present
-- Attach environmental evaluation showing what effect
planned -assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (.CANA, DEM, Corps, etc.) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

2 i
10. Are permits required?/Should the person contact permit agencies?
IZ No Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP

' ,S03-C EAET ROWAN STREET DEPARTMENT OF
PHONE (919} AGRICULTURE
---------------------------------------------------------------
P|ease review the attached pian and soecifications carefu |y.
Retain this p/an for your use and records. It is stronSQy
recommended that you, your contractor and the So;/ Conservat}on
Service oersonne are in agreement as to how the waste |a800n
is to be constructed. SCS oersonnet will meet with all
concerned parties and waik over toe site to explain a|| f�ags
and markings. It is important that everyone understands what is
expected so tnat final construction meets B`ans anc!
specifications ano the Job can be certified for payment (if ACp
cost -share is nvo!ved).
The pad dimensions anc graces are the best estimate. The
bui!der or contractor is responsFb}e for final /ayour and
design of the pads. SCS personnel will assist n a limited
capacity, as its major concern is the orooer design and
construction of we waste treatment lagoon.
The actual amount of material reou;red for pads and dam may
vary from the estimates. Txe oesi8n will attemot to balance
cuts and flits as cluse as oossib!e. if addittona| materia' is
recuireo after construction is complete on tne lagoon, tne
contractor and owner wi ' neSotiate on the Price and vocat;on
of tne borrow area.
It should be noted that cerzificat/on of the lagoon w/| i depend
Won a// soecificat'ons being met. Imoort s �nc|ude
}enSth, w din, depth, slopes, topsoil placement, correct
elevations (ton, bottom, u/scharge pines), and seeding.,
ARE CUL7URAL RESOURCES EVIDEn7? YES NO X
----- DESIGN REQUIREMENT. REQUIREMENT: 820748 cu.ft = 30398 cu.yds.
--------- ---------
ESTIMATE OF EXCAVATION: 701610 cu.ft = 25986 c:.ycs'
--------- -------^-
ESTIMATE OF PAD: 509562 cu.ft = 18873 cu.vds.
ESTIMATE OF DIKE. 65502 cu.ft = 2426 cu.yds.
----------
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: = 3890 cu.yds
----------
ESTIMATE OF TOPSOIL REQUIRED: = 513 cu.yds.
------ _-
--- Total Excavation = 30389 cu.yos.
---------
Job Class IV
--------
Des/gnee By
-^p, - -- -
Date
Design Acprova/
------------------ ---------
Date

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner k- 6 r-� 1,3 Moe��
Community or Group No.
Estimated Depth of Water to Top of Dam
Date of Field Hazard Investigation
NC-ENG-34
September 1980
File Code: 210
County S� nl�sorl
Conservation Plan No.
Ft. Length of Flood Pool Ft.
Evaluation by reach of flood. plain downstream to the point of estimated minor effect
from sudden dam failure.
Est: Elev. :Est. Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
• Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
1
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. L q O e� ; s Io n i¢IEaI
gEr tRo� S.:Ki� S�uA71py A} 7nR,,4 9V60 fkKr 4-11 SR, 210.
Hazard Classification of Dam ; , b, c)`(see NEM-Part 520.21)
AWL
—Bam-.Classification (I, II, III IV, U)!___�_, _
By
name
Csf
tt e
Concurred By_
(name) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7-
Date

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
Snll INVFRTIGATtnN TO DETERMINE SUITABILITY OF PROPOSED POND SITE
DISTRICT
D.COUNTY
• • - NO. ••
WATERSIiED AREA MEASUREMENTS
CROPLAND —ACRES 7WOODLAND— ACRES TOTAL -ACRES' 'I WORK UNIT CONSERVATIOiiIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. "e I" =—feet)
Loca fe reference point in center line of darn and identify on sketch.
■
■
■■■■S■■�■■■A■■�■■■■■■■
■■■
■■■
■■■■■■■EMSE■■■■■■■■
■■
■
■■■■■■■■■■■■■■■■
■■
■■■SEE■
�i©■■■■
■■■■■
moral
NIO
ME
■SEE■
■■
�0®■■E■E■
i■■■■■■■®
■■■SEINE■
■
■■■■■
SEEN
■■
■■■■■■■■■
■■�■■
■■■■■��■■INN■■■■■■■■■■■
■M■■■■E■■■■■■■■■■■■■■■■■■■
■■■E■E■■■■■E
SOMEONE
■■■SEE
.
BORING ...
Mak and list dam -site and spillway bortngs first - then vanded arm and borra w pit b6rings - separate with verfical red line.
fConefinued on back where necessary) Show water table elevalions on dam -site borings.
M
[07GCalf
-vinnulall
a
ml
lml®lm�mlmlml
I®ICI©
■■®I®!®I®i■1■"■I■
■I■`■I■!SEC■1■�■I■f■I■I■�■(■1■
®®10=1
`■f■'
■`■I■I■1■�■I■!■�■1■I■I■I■Itit
®®:®1■1®I■�■�II�■I■�■I■I■1■iSEC■1�1■�■I■I■I■
®®':®I■1■�■�■'■I■SEC■I■I■I■�■I■I■I■I■I■!■
■I■I■
�®�®I®I■i■i■'■I■
■I■1■I■1■!■1■!■I■I■f■I■!SEC■I■
l�il�I®I■!®�■
I■I■■I■1■I■I■1■I■■I■�■I■I■�■I■I■
®'®C■I■�■��■1■�■�■I■!■I■�■I■I■�■I■I■I'■1■1■i■
BORINGS MADE BY SIGNATURE & TITLE 14,
11 — FZ,
/z i3 srt ih sM sn

'
Oberator:KENNY mU0RE Courtv: SAMPSON Date: 02/01/93
D/stance to nearest rss/oence (oKer wan owner): 6+00 feet
z. STEADY STATE LIVE WEAGHT
0 Sows (farrow to f n/sh) X 1417 |bs. = 0
0 Sows (farrow to feeder) X 522 ibs. = 0
0 Hepd (finishing on.y) X 135 its. = 0
1300 Sows (farrow to wean) X 433 |bs. = 502900
0 Heao (wear to feeder) X 30 |bs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 5�2900
REQUIRED TREA7MENT VOLUME OF LAGOON
Volume = 562900 /bs' SSLA X Treatment Vo:ume CF/)b. SSLW
Treatment Vo;ume CF/Q. SSL&= 1.0 CF/0. SSLW
Vo|ume = 562900 cub`c feet
3. STORAGE VOLUME FOR SnUD6E ACCUMLLATIU,­,�
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside too: length 490 feet ; w/dtn 210 feet
Too of ime zt wevation 49.50 feet
Freeboard 1.3 feet Side slope-_; 3.0:1(ioside)
Total design lagoon i'ouid )eve{ at elevation 48.10 feet
Bottom of 'agoon at elevation 37.50 feet
Seasocal high water tabie elevation 40.00 feet
Total oes/gn voiume using Pr|smoida formu!a:
SS/END! SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 482.2 202.2 10.70
AREA OF TOP
LENGTH X WIDTH
482 202
AREA OF BOTTOM
LENGTH X WIDTH =
4z8 138
AREA OF MIDSECTIO�
LE%6TH X WIDTH X 4
450 170
97501 (Area of Ton)
57684 (Area of Bottom)
306248 (Area o; Mldsection X 4)
CU. FT. = [Area toc+(4XArea Nicsection)+Area Bottom] X Depth/6
97531 306248 57684 2
VOL. CF LAGOON AT TOTAL DESIGN "NUID LEVEL = 822889 CU. FT'

5. 7EAPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
490 210 102900 Sauar2
Feet
Bu!/o}n9s (roof anu }ot water)
Length X W/utn =
0 0 0 Souare
Feet
TOTAL DA 10=00 Ssuare
Feet
===> Des gn zemporary storaSe to be
180 cays.
A. Volume of waste oroluced
APoroximate daily product on
of manure ;n
CF/L3 SSLW 0.00l3a
Vo}ume = 502900 Lbs. SS.w
X CF of waste/la/day
X
180
Volume = 137798 Cubic feet
D. Vo|ume
of wash water
Th/s `s the amount 61 fresh water
used for
floors
wash'ng or
volume of fresh water useo for
a flush system.
F usn systems
that rec/rcu/ate the iagoon water
are accounten
for ;n 5A.
Yo(ume = 0 Ga!/ons/aay
X
180 days stcrag e/7.48
ga/|ons per CF
Vo/ume = 0 Cubic feet
C. Voiume of rainfall in excess of
evaporation
Use perfoc of time when rainfa//
exceeds evaporation
by
farSest amount.
180 days! excess /a/nfa|!
=
7,0 inches
Volume = 7.0 Incnes X DA
/ 12 `ncnes
per foot
Voiume = 60025 Cubic feet
D. Vo/ume of 29 year - 24 hour st,rm
Volume = 7.0 inches / 12
inc1es per
foot X DA
Volume = 60025 Cubic feet
rOTAL REQ0IRED 7EXPORARY STORAGE
5A. 137798 Cubic
feet
50. 0 Cubic
feet
) 5C. 60025 Cub
/ 5D. 60025 Cubic
c feet
feet
TOTM 257848 Cupic
feet

6' SUMMARY
Total reouirod vojume =
820748
Cuoic feet
Total design
votums avai
/.=
822889
Cub c feet
Min. reqrd' trtmnt.
vo'
pus
s|u,ge
accum.=
562900 Cu. Ft.
At e ev.
45.40 Ft; Vol=
565720
Cubic feet
(and pumping)
Tota` oesign
vojume less
25yr-24hr
storm
=
762864 Cu. Ft.
At efev.
47.50 Ft; Vol-
7556*0
Cubic feet
(start oumpinS)
Seasonal high
water tab(e
e evation
is
40.00 Feet,
which must
be lower than
the nevation
of
too of
treatment
vo ume
DESISNED BY:
_....
....
.....
.....
_....
.....
.....
�
..... .... _..... ..... .... ... .... ..... .... .... _..... ..... .... ..... ..... .... .... ....
_
DATE: _________
NOTE: SEE ATTACHED wASTE UTILIZATION PLQ.;
ADDITIONAL NOTES: ................................. _____________________

^
OPERATION AND MAINTENANCE PLAN
The designed 6 months tenoorary storage is an estimated volume
based on : 1> waste from animals; 2> excess rainfall after
evaporation: and 3) toe largest 24 hour (one aay) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of anima/s will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 incnes of excess rainfa}l which is
eoua| to or exceeos the wShest 6 months excess i: a year.
The average aonua excess rainfa/! is approximately 8 inches.,
Therefore, an average of 8 inches of excess rainfall wjj|
need to be pumped eac! year. The 25 year rainfa)/ will not be a
factor to consider in an annual pumpin3 cycie, but this stora8e
volume must always be avai!ab/e. A maximum e;evat}on is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from bui}dinS(s). If the out}et
pipe is not installed on the elevation to be8i: pumoin9, a
permanent marAer must oe installed on this elevation to
indicate when pumping shou/b begin. An e|evation most be
established to stoP Pumping to maintain minimum treatment dent!.-!
(6 feet). Pumpin3 can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, croo, and equioment to app!y
waste without runoff or ieaching).
Land app|icat.on of waste water s recoSn zed as an acceptab}e
method of d/sposal. Methods of anp}ication include solid set,
er ce:tpivot', Suns, and trave/in3 Sun irrigation. Care shou/d
be taken when applying waste to prevent runoff from the fie|u
or damage to crops.
The following items are to be carried oit:
1.. It is stronS}y recommended tha the treatment lagoon be pre-
charSed to 1/2 its caoacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the in/ti4i
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all Vmes. When pre --
charging is compieted, flush buildings with recyc|ed lagoon
|iouid. Fresh water should not be used for flushing after
,nitial filling.
2. The attached waste uti lizat on plan sha}! be followed,
This plan recommends sampi/nS and testing of waste (see
Attachment B) before land app!ication.

3. Beg/n pumo-out of the /a.00n when f/uid }evei
tion *7.50 as marked
reaches e1eva
by
-
permanent markers St »PrPumP-»ut
when the flu d /eve reaches
e}evatjon �45.40
fluid de�th is |ess than
6 feet aeen (this preven`stoev|ov�r»re
v`
favorao|e bacteria). The
design temporary storaSe` less 25��
storm is
year
197823 cubic
feet or 1+79715
before,
ga/�ons As
' ^
�^��
this voiume wi7'
.
vary cons�derab� f
from
y year to year.
4. The recommendee maximum
amount to app!y irriSati»n
(A
per
i »»e
inch and the recommended
maximum app icat>on
inches per hour.
rate is"^
4s
5^ Keep vegetation on embanxment
and areas adjacent to the
lagoon
mowed annua|/y. Vegetation
should be fertilized
maintain
as needed
to
a vigorous stand.
6Y Repair any eroded areas o, areas damaged by rodents
establish
h �
and
- ' --
n veSetation.
7. V! surface runoff is
to be diverted from the >a3oon
stabie ouVets.
to
S. Keep a minimum of 100
feet crooiand buffer or 25 feet of
ve3etated buffer
Srass
around waste uti:izatjon fie}ds'
to ponds, takes, streams,
particular!y
ooen d�tches, etc. Do
adjacent
ce»
300 feet
not pump w|thin
of z residence or
within 100 feet 06
a we,!.
9. The Yean Water Act of
1977 prohibits the discharge of
po"utants into waters of
the United States The Department
^
Environment. Health,
of
and Natural
Resources,
Division �� Env�ron_
me:ta/ Management , has the
resoonsibijily for
enforcing this
law.

d
1
FILL 1
AVERAGE GROUND 1
SANDY MATERIAL VARIABLE
�
NO CLAY
l-----------------
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
TYPICAL'CROSS-SECTION OF
LAGOON COTNS;TRUCTION WITH
SAL—L•T A�r i TAi .,
v aec ar: ruFC
ciA
1 FOOT THICK CLAY LINER rr
(MINIMUM) l
r FILL
AVERAGE GROUND
r
EXCAVATE THIS. AREA ANDS'
BACKFILL WITH CLAY r VARIABLE SANDY MATERIAL
NO CLAY
r
1 FOOT THICK
EXCAVATE CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL -EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE _ CUBIC FEET = 3 9 0 CUBIC YARDS
1 27 CUBIC FEET/CUBIC YARDS.
ClAy ;NE1__
35,3oI
cK 6; , 7ARjs

NAME: KE!\!NY MOORE A I I-��a�
' DEPTH [AREA OF TOP + AREA OF BOTTTOM + 4 X AREA OF MIDSEC
VOLUME= --------- -------------------------- ..........................
60 ^ 27
\ DEPTH [ L X W + L X W + 4 X L X W ]
w`lLUME = --------- -------------------------- ---------------------
6
27
12.0 [ 490 X 210 + 418 X 138 + 4 X 454 X 1T4
VOLUME= --------- -----------------------------------------------_--
6
27
12.0 C 4765683
VOLUME = --------- --------
6 27
953136 CU. FT.
VOLUME = ---------
27
VOLUME = 35301 CU.YDS.

t �
.U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation Service
NC-ENG-40
Rev. T/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME. A Date: -z- 1- 93
County: s M Sod
Address: a V,V_ F 11 s
/ 1
7-hreg.
490. 6
SIDE SLOPE am 1
AVE. TOP ELEY. /r,
Q
------='° SECTION /F�°�°
/ s \ 37,5 AVE. BOTTOM
EN6TN �
(See back for volur calculations)
Use of facility:N; A%E
Capacity: 6 iss zio
Soil Type: C.4I3
Bench Mark Descrintinn At -I
T. B. M.
ASSti�,Eol 1'l�,i,
So . o
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
cMiions a zZ Sag Ft3
Elev.
7 Z g
Elev.
(+)
Ft.
Elev.
(+)
Ft.
Elev.
.7
Ft.
1.3
Ft.
Elev.
/-9.

TYPICAL .vIEW �OFAONE-STAGE LAGOON SYSTEM
Confinment Building
Top Width 12t
Pit
— " Pipe (Needs to be adequately
supported)
Settled Top\Elevation 49.5
Pipe Invert Elevation \`
IV7, S VVA
I' SS 3
1 SS 3 .1
TREATMENT
LAGOON y
Depth = 101
Bottom $levation 11.5
a
SS 3 1

y ..
2.
r s
1116
fir' ..,•�,,. �i_ t:IF' i�'".. •�.
/tr
x" U.S. DEPARTMENT OF AGRICULTURE SCS- CPA -16
7 SOIL CONSERVATION SERVICE 2 -81
CONSERVATION PLAN MAP
Owner s N IJ y N o- rz r _ Operator
County SaM 4 State L Date
q Approximate acres Zbo Approximate scale n%of +o 5«I�
Cooperating with Conservation District
" Plan identification Photo number
Assisted by USDA Soil Conservation Service

-41
aB r:, a `.'3tir� LiI, r s �.?tx s.s. 3
Au
AW
r= ry
- �.n... �.-.
}C&B
IT
l ie
LSA
--a.
Ly —
TO Cab can _. �T '17
,�+�� .�►.;. •%,,� .. •.� ChA
Ly Tr
., LeA
S t� E
LeA
.: CaB
1 c Fs Ya "i 4.t ' • L
�� f17r � -�SS•y E',�} � -', a
5�4/f•IQ LeA - ;+ +hT•• t� r ,,t,� �,` ;
ChA L r
1T #Ter
ChA
• �� � Chit i:%.. jT 1s
UP* CIIA
Ch ChA: �
j If
-r•-' ChA Lm -
y��t� Lm
IT
••-.%' CAA
' Ly
.�r... I KaA
n; ChA
jT
SCS-CPA-07 5
12-85
U. S. DEPARTMENT OF AGRICULTURE i- SOIL CONSERVATION SERVICE
' SOIL MAP ,F r
f\
t County
Soil Operator
Soil survey sheet (s) or code nos. State
N Aproximate scale /3�
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with AM so
Conservation District

748 17' 30" 749
NUK 1 tl %-AKULlIV-%
7.5 MINUTE SERIES. (TOPOGRAPHIC) 00
SE/4 WHITE LAKE 15' QUADRANGLE \�('
330 10n G roo7! 2220000;FEET 751 78°15'
• 79 V
sradw HW z
CD
pkc) 5c of � r,f Union
/ P Bridge
,41
vz
Joo,
93
3632
- i
FEET
35
Tar-
/ rti5 Landing
Cem
3831
-F-31
-- N 35
�I Bakers — 3830
r 44I` Landing �`p i j
-35 ��Cem
i l 0 o
• J. ,1 -
1. •�� 3a - I. - 3829

«
^�— k— �� er _—�� ��- �
' ^�__� \
Ooerator:KENNY MOORE County: SAMPSUPQ Date: 01/07/93
Distance to nearest residence (other than owner): feet
~
l. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 |bs. = 0
0 Sows (farrow to feeder) X 522 |bs' = 0
0 Head (finishing only) X 135 |bs. = 0
1300 Sows (farrow to wean) X 433 \bs. = 5�29O0
0 Head (wean to feeder) X 30 |bs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 562900
2,. MI�IMUM REQUIRED TREATMENT VOLUME OF LA8O�N
Volume = 562900 |bs. SSLW X Treatment Vo!u/he CF/|b. SSLW ~
Treatment Volume CF/|b. SSLW= 1.0 CF/|b. SSLW
Volume = 562900 cubic feet
/ .
3. STORAGE VOLUME FOR SLUDGE ACCUMULATICIN
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Kinside top: length 490 feet ; widtn 210 feet
Top of dike at elevation 62.90 feet~�
Side slopes 3'0:1(inside)
Total design <aSion liquid level at elevation 61.60 feet
Bottom of lagoon at elevation 50.90 feet
Seasonal high water table e}evation 47.00 feet
total design volume using prismoida| formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0' 3.0 3.0 3.0 482.2 202.2 10.70
\ r AREA OF TOP
LEN81. H X WIDTH
482 202 97501 (Area of Top)
AREA OF BOTTOM
Y�� LEK8TH X WIDTH =
418 138 57684 (Area of Bottom)
- AREA OF MIDSECTION
LEN8TH X WIDTH X 4 '
450 170 306248 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
97501 306248 57684 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 822889 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage
Area:
Lagoon (top of dike)
Length X Width =
490 210 102900 Square
Feet
8ui{d/nSs (roof and lot water)
Length X Width =
0 0 0 Square
Feet
TOTAL DA 102900 Souare
Feet
===>
Design temporary storage to be
180
cays'
A.
Volume of waste produced
Approximate daily production of manure in CF/LB
SSLW 0.00136
Volume = 562900 Lbs. SSLW X CF
of waste/lb/day
X
180
Volume = 137798 Cubic feet
B.
Volume of wash water
This is the amount of fresh water
used for washing
floors
or
volume of fresh water used for a
flush system.
Flush systems
that recirau|ate tne lagoon water
are accounted
for in 5A.
Volume = 0 Gallons/day X
180
days storage/7.48
gal ions per
CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall
exceeds evaporation
by
largest amount.
180 days excess rainfall
=
7.0 inches
Vo'ume = 7.0 inches X DA /
12 inches per
foot
Volume = 60025 Cubic feet
D.
Volume of 25 ar - 24 hour storm
Vo|ume = 7.0 inches / 12 inches
per foot
X DA
Volume = 60025 Cubic feet
TOTAL
REQUIRED TEMPORARY STORAGE
5A. 137798 Cubic
feet
5B. 0 Cubic
feet
/ )
5C. 60025 Cubic
feet
5D. 60025 Cubic
feet
TOTAL 257848 Cubic
feet

`
�
6. SUMMARY
Total required volume = 820748 Cubic feet
'.'otal oesiSc volume avai /'= �."L:uoic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 562900 Cu. Ft.
/
At elev. /58.80 Ftr Vol-565720 Cubic feet (end pumping)
Total design voIume less 25yr-24hr storm = 762864 Cu. Ft.
At elev. 60.90 Ft; Vo|= 755640 Cubic feet (start pumping)
'Seasonal high water table elevation is 47.00 Feet, which must
`
be |ower than the elevation of top of treatment vo:ume 58.80
~'
�~�^n ^
�� ^
DESIGNED BY:
^~
DATE:
^
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: ______________________________________________________

AVERAGE GROUND
T
VARIABLE
SANDY MATERIAL
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY —CLAY
TYPICAL CROSS—SPECTION OF
LAGOON CONSTRUCTION WITH
-PARTS­CLAY LINER
1 FOOT THICK CLAY LINER
�r ( MINIMUM)
EXCAVATE THIS. AREA AND---.
BACKFILL WITH -CLAY
1' EXCAVATE
�r
ADDITIONAL'EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE
lJo�� '• 3 $17 f- 7
318 3f�, C,& ✓'J5 A'R^ clay '""Jer-
FILL
—t--_ AVERAGE GROUND
r
VARIABLE SANDY MATERIAL
a NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY —CLAY
CUBIC FEET = 3,g 3 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS

c �r
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SCS-CPA-07 5
.�, 72•BS
U. S. DEPARTMENT OF AGRICULTURE �.
SOIL CONSERVATION SERVICE
SOIL MAP
Owner K C!,Jj o
County se C -- Operator
State C.
Soil survey sheet (s) or code nos.
N Aproximate scale 132-0
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with aM so Conservation District

U. S. Department of Agriculture NC-LNG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner11ooctC County
Community or Group No. _ Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation_ 93
Evaluation by reach of flood. plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. ETev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Abov
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 A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION• LAo,..,J %S Iecr►IEaI �rakc�C �ee�
�F4c7 �RcM Sca-ih JZ%uR2 An1p1 l�anrtot. /oaa Etc r ,r., 5.1� Zoo.
Hazard -Classification of Dam (a, b, c) (see NEM-Part 520.21)
AvIL
-am Classification (I, II, III, IY V)--
By
(name
CS T
tl e
Concurred By
,name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date I- S- 93
Date + z+ 93

9PERATION AND MAINTENANCE Pi_AN
------------------------------
This lagoon is desiSned for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
f}usnin3 operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2> excess rainfall after
evaporation; and 3) tne largest 24 hour (one day) rainfall that
occurs on the averaSe of once every 25 years. The vo|ume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeos the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an averaSe of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall wii/ not be a
factor to consider in an annual pumping cycie, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outiet invert of pipe(s) from bui/dinS(s). If the out/et
pipe is not installed on the elevation to begin pumping, a
permanent mar:er must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, so5s, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when appiyinS waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It /s strongly recommended tha the treatment 'a3oon be pre --
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When ore -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initia( fKlinS.
2. The attached waste utilization plan shall be fo||oweo.
This plan recommenos sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 60.90 as marked by permanent markers. Stop pump -out
when the fluid |eve: reaches e/evation 58.80 or before
fluid oepth is less than 6 feet deep (this prevents the loss of
favorab/e bacteria). The design temporary storage, less 25 year
storm is 197823 cubic feet or 1479715 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommenced maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches oer hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of
1977 prohibits the
discharge
of
pollutants into waters of the
United States.
The Department
of
Environmeht, Health, and Natural
Resources, Division
of
Environ-
mental Management, has the
responsibility for
enforcing
this law.
NOTES:

SCS•FNG•il. U. S. DE►ARTMlNI OF AURICULIURE
Rew, 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER-9 NAME kfullDIMICT A m I p sori
DATE - COUNTY S-;dJ'kIp. S d is
S. C. S. PHOTO S,'iEET NO. WORK UNIT c1rN �orJ
WATERSHED AREA MEASUREMENTS
CROPLAND -ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale I" - -feet)
Locate reference point 7n center line of dam and identify on sketch.
N NNW
MEMMEMMEME
o�
Iz===
MEN MEMEN1101
■ ■■■■■■■■■■I
■■ ■�■FEW■■■■■■■■■■■I
n n■ NMI
"memo
ca�� ®�■■wlrwwwww■■.�I.r°■i�����
m f. r. .

U. S. DEPARTMENT OF AGRICULTURE MC-ENG-40
Soil Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Date:
County: SAmp sort
Address:
y-c?
L ENS IN
` 81 DE SLOPE I TO I
4
IV AVE. TOP ELEV. /Q ti
WM/ —_----MID SECTION
-_Jr -- /
s /
Vol
/
AVE. BOTTOM ELEV. /
/ o 155
�_ .. LENS TN
(See back for voluvr calculations)
Use of facility: At,;, k/p s4 L,4 c o
Capacity: 4ASS zr a Gallons 8-zz It e 9 Ft3
Soil Type: GA
Bench Mark Description A14: ; ,j zl L. o,a k TRg-e L_ * �zJ izs FE£f
Erts� of 54A4r.4 E �1400
T.O.M. Ass ", + [ j S l l€ +r• 50.0
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flov Depth
Freeboard
Top of Dam
Elev. 150.9
Elev.
(+)
Ft.
Elev.
(+) .7
Ft.
Elev.
(+)
Ft.
(+) 1.3
Ft.
Elev. L2.9

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width /2.0
1
Pit
" Pipe (Needs to be adequately
supported)
Settled Top Elevation 62.q
/60.9
1: SS ?•o ; 1 SS 3e !
TREATMENT \
1 LAGOON
i�
Depth = /0. o
Bottom Elevation 50.2
SS 3.0 0 I
e

„Grower: Black River Farms LLC--Green #2 _ Designed By: Hank Gay
Address: PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet- 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain” Storage
viStart Pump Elevation
End Pump Elevation
%fop of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickrass (if required)
Freeboard Depth
..;n-rf—a y S'.-m pL icy
Zone Depths:
49.00
FT.
Not App Applic b
Z`
48.00
FT
�i �rjl
47.38'
FT — •
46.75
FT.
43.55
FT.
38.87
FT.
40.00
FT.
37.50
FT.
510.00
FT.
222.00
FT.
3:1
H.V
113,220
SF
1.7
FT.
1.00
FT. r IQ.'
180
Days -
TOTAL DESIGN VOLUME = 918884 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.1 FT.
Temporary Storage Zone Depth ----------- 3.2. FT.
Freeboard / Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth ----------- 11.5 FT.
r�
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

m
wASTE MANA8EME*/ SYSTEn
FOR
KENNY MOORE
TABLE OF CONTENTS
1 Cover Letter
2 So/!s Map
3 Conservation Plan Map
4 SCS-EN6-538 (Boil Investigation)
5 NC-EN8-3+ Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Pian
S Seeding SpOcifications
9 NC-EN8-12 (Excavation)
10 MC-ENG-12 (Embankment)
11 NC-EN8-12 (Pad)
12 NC-ENS-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation anu Maintenance Plan
15 Specifications for Construct/on of Waste Treatment Lagoons
16 TopoSraphicai Mao W/LaSoon & Houses
17 Cross -Sections of Lagoon & Pad

�An/ :w^AN 2`xL= u=Wx.AMP; |
PHONE (T19) W2-/yv.�:! ASRICUuTURE
^ ------ -'--'--- ------ - - - - - ' - -- -- ------ --
`
j
°
Weuse review c e attannew n:a: anu swec;f c.- .�. carefu |v.
Renaio t:/s Wa> for your sse anc ,e ords. 0 S stra/,'..-
recommeoue: Man you, /our contractor ans t:e P ['rsrr4at a'.
Ser�1cs Deria:ne; are :c acreemsnt as t: n.. !. 4.Lc4 s ;`0'
is to to c: s�ruLtec. SCS perso::c. wi! nseT wM a
c::ccrneo :arties ano wa;N ove, tAe site o: enp.z;n a | f a/--
anJ narxiogs. Tc is Woortaot t)a; evervone u1cershaxos 4:at
exwecieo s: tnMt f/ca: constyuct on mee s plzns �
a:n toe joo can be certifieo for Davment ( f A.�
cos:-skare 's `nvoAved>.
Thu oao Wmensio:s and Sraces are toe oest estimate. Tne
Dui'oer or contractor /s rssDQ:s'We for f|:al lavout aniJ
oesi8n of the paos. SCS oersonne) wii assist in a limiteo
capacity, as its major concern is tne prooer des/go and
construction of tne waste treatment )a3oon.
The ac;ua! amount of materm| requ red for naos and cam ma�
vary from the est�mates. The design wi} attemot to ba!ance
cuts and fills as c ose as Possibie. if aoo/tiona| material is
revu;red after cor'struct;on is complete on tne lagoon, the
coczrt � `| � t' � the � ' t|
ac or an owner w/ ego .a e on e sr�ce an .oca on
of tne borrow area.
It sNou}d be notei that certificat,on of the lagoon w }! depend
upon a!i specifications being met. Import s include
length, width, depth, s}opes, toosoi} placement, correct
e!evations (top, bottom, discharSe pipes), and seeding.
ARE CULTDRAL RESOURCES EVIDENT? YES NO
DESIGN REQUIREXENT: 820748 CUM = 30399 cu.yds.
--------- - ------
'
ESTIMME OF EXCAVATION: 525705 CUM = 19952 cu.ycs.
--------- ---------
Ratio 0.0 : 1
--- Tota! Exca/atio: = 24303 cu.;ds.
---------
J»b Class IV
-
------
DesiSned B�
------------------ ---------
Date
Design Aoprova|
---------
Date

`
SEEDING RECOMMENDATIONS
-----------------------
AREA TO DE SEEDED: ' 5.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIcNS)
SEEDIN6 DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA^ BAHIA GRASS @ 60 L8S. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
40.0 LDS. PULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEM8ER 1 TO MARCH 30
LBS' ___________________________________________________
APPLY THE FOLLOWING:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVIN8 IS COMPLETED. APPLY
�ImE AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTlPACKER OR SIMILAR EOUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
8ERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS IS ESTABLISHED.
}
�

)
/
. WASTE UTILIZATION MAN!
--- '~-------- --------
Producers name: KENNY MOORE Date: 01/07/93
Address: HARRELWS County: SAMPSON
Type of Production Unit: FAR -WEAN
Type of waste fac/|ity: Anaerobic Lagoon
Your anima/ waste management fac}iity has been designed for a
given storage capac ty. When the waste reaches the designed
level, iT must be land applied at a specified rate to prevent
pollution of surface and/or 8wouna water. The oiant nutr/ents
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be aop|ied. This waste utilization
p|an uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annuas soil tests
are encouracied so that all o;ant nutrients can be balanced for
realistic yields of the crop to be grow
Several factors are important i: implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the croo can utilize.
Sol| types are important as they have different infiltration
rates and leaching potential. Waste shall not be aop| iecl to
iand eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid cr/ft and downwind odor prob|ems. To max/mze the value
of nutrients for crop production and to reduce the potential
for po| |ution, tne waste shouid be apo}ied to a growing crop or,
not more than 30 days prior to planting. injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is basea on typical
nutr`ent content for this type of facility. Acreage require-
ments may be more or less based on the waste analysis report
from your waste management faci } ity.
The design of your waste management facility is based on the
fo}iowin9:
Amount of Waste Produced Per Year:
----------------------------------
1300 animals X 6.1 tons waste/anima|/yr 7922 tons
total waste

`.^
.
Pa8e 2
Amount
-----------------------------------------------------
of
Plant
Available
nitrogen Proouced Per Year: .
1300 animals X 5.40 |bs. N/a:/ma|/yr � 7020 /bs./yr
Available N
App/yin9 the above amount of waste /s a big Job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your fac |ity is designed for 180 days
of storage. Therefore it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac Used Apply
----- ----- ----- ----- ----- ----- ------ ------ ------
'
0 1 CaB 6 7 Tons 400 18.0 7200 MAR-AUG
----- ----- ----- ----- ----- ----- ------ ------ ------
TOTAL 7200
Aval|ao|e Nitrogen 7020
Surplus or Deficit -180
Crop Codes: 1=Cerea| grain; 2=Corn; 3=Fescue; 4=Ran8e 8r bermuda
5=Controf grazed bermuda; 6=Hayiand bermuda
Narrative of Operation or Notes:
--------------------------------
______________________________________________________________
_________________________________________________________________
^
_________________________________________________________________
Ca|| the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: ___ ______________ __ ���]r___
Jw�me Title Date
Concurred in by: ____________________________________ _________
Producer Date
(Copy to producer and copy to case file)

ID
-------- - -•
-
i.
4t—.
I a
-41

:,j E
44-
i y F i= c r

US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner kEljmv /qoo RE County_
Location/Tract & Field Number Acreage_ A�nne%r 20�_ 1��s
Prepared by CALFS_.,.� _- - Date �- $- 15_
Brief Description of Planned Plract/ice/RMS/Project Measure:
7]1
�fz' C-R 4-4:
Environmental Factors and Resources to Identify and Evaluate _Jj
1. I* vetland included in the planning area:_ (References: NCPM;
190=C2I 410.26; Hydric soiis list; classification of Wetlands -and
tr N .� i#a f _the. U.S. Natlona1 Wetlands znventp P
No
2.
Yes - If yes,
-- identify types,present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CANA, DEM, Corps, etc.) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner, in
violation of Swampbuster r.
Endangered and/or threatened species:
/410.22; Technical Guide Section I-i(13)
No
Yes
(References: .190-GM
and Section I-vii
-- Identify species whose range and habitat needs indicate`"
they might occur in planning area
-- Identify on map any designated critical habitat

10. Are permits required?/Should the '
person contact permit agencies?
z— No lies
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW -Up
1

USDA -SOIL CONSERVATION SERVICE
� 303-D EAST ROWAN STREET UNI7ED STWES
PHONE [phone] DEPARTMENT OF-
-------------------------------------------------- AGRICULTURE
----------��
OPERATOR:
/
Please review the attached plan and soecifications carefu�)
.^.='" this Plan for your use and records It i� y^
,recommended that you, your contractor and the �o�/ Cs s r»»Sly
Service Personnel are in agreement as t o »»ser«ati»»
« h
is to be c»nstructed. SCS personnel «w the waste lagoon
e
concerned part/es and wafk over tne site to
meet with a}/
�
and markings. It 's imPortant that eve�« explain a/( flags
expected so that final construction ry»:e understands what �s
sPec�f�cations anc the job can be
meets plans and
cost -share /s involved), e certified for payment (/f ACp
The pad dimensions ano grades are the best estimateTh
builder o
.' contractor is resPonsib>e for final � ^ e
design of the pads. SCS personnel will assist | ay«ut and
capac/ty' as its maJ»r c»»cer» /s the » a |/mited
construction of the waste treatment ia800n Pr»Per design a»d
The actual amount of material requ:red^for pads and dam may
vary s a,,vmne est/mates. The oasi8n will attempt to ba}an
-_.uir"" ritits as close as oossibie. if additional material ce
`-`="afterconstruct�on is complete on �he |agoon t`s
-tra
— `^or ano u wner w�|` ne8otite on the � ' he
a
Of the borrow area, e Pr/ce and jocation
it should benoted
that certification of the lagoon will depend
/-n�th.'' specifications being met. import s include
elevations width, depth' slopes, topso/} p|acement
' v ions (top' bottom, ��schar3e Pipes), and seeding.
correct
ARE CULTURAL RES3URCES EVIDENT? YES
NO X
DESIGN REQUIREMENT: 820748 cu ----- -----
_________ .`c = 30398 cu.yds.
ESTIMATE OF OF EXCAVATION: ___701610 cu.ft = 25986 cu.ycs.
----- ------------
ESTIMATE OF PAD:
509562 cu.ft
---------
ESTIMATE OF DIKE:
65502 cu.ft
ESTIMATE OF MATERIAL FOR S ---------
*nuY-CLAY LINER:
ESTIMATE OF TOPSOIL REQUIRED:
= 18873 cu.yds.
----------
= 2426 cu.yds.
---------
= 3890 cu.yds
---------
= 513 cu.yds. '
----------
Ratio
1.2 : 1
--- Total Excavation
= 30389
cu.yds.
Job
Ciass
IV
----------
Designed
E:y
By
-__~---.��'---------
Date
Design Desi8n Approval

•u
t �•' S/•� A •tC j`
F i.�, •. r � t le, r ', ,� S .. ro.
41
U.S. DEPARTMENT OF AGRICULTURE
SOIL, CONSERVAT40N SERVICE
`21 Fr,
� •� M. D � : J r + 'ff'k•� I,, •',� `• i• v et ,I, r �;�irJ
CONSERVATION PLAN MAP
SCS•CPA -16
2 -31
Owner k r.r>} Mo Operator
t County 4 State _ �. [.. _ Date_
Approximate acres Approximate scale �ti ^ fc- •
Cooperating with __ S Conservation District
" Plan identification Photo number
Assisted by USDA Soil Conservation Service

�I• a6SIT
', r; •~+ »}�#�'tl �f``.s4 k`, l �,ysi s �_ '3
H t%Mf -fas �" �i• A . ,�s.. iiAlJ1
Au
T►
tie r y i Qy� Jr
V.
LOA
LY
E. io
h rP
C'1B 1T a
Cab Cif
r
S
E PA
4� T x�
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7T. 's
' ChA r�
e+w•A` `y! �� -ChA �- 'S
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r WT:
f ChA Jr Lrh "r
IT ChA
Ly
KaA
"• CA _
bwxw
-.
SCS-CPA-01 S y y
#a 12-8S U. S. DEPARTMENT OF AGRICULTURE L
SOIL CONSERVATION SERVICE
SOIL MAP
Owner C Iu M o
t Operator
County se C State A/- C.
Soil survey sheet (s) or code nos.
N .Aproximate scale i3zo
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating ,
with aM so _
Tr
Conservation District

NUM ill t_Akt0J_llV-% \0
7.5 MINUTE SERIES (TOPOGRAPHIC) 0�,q
SE/4 WHITE LAKE 15' QUADRANGLE 0
748 17'30" 749 3 3XII. TO N. C 1007 2 220 000 FEET 751
74 340 37'
76
75-
Hd 1,,
N
CD
0 Union
1Bridge
—41
iJ
75
3832
_j 310000
j FEET
3
Landing
-cern
k
Ce
35'
7
Bakers
33 Landing 3830
cern
3829

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner '6.,a Moo := County Sr4 r►.L::
Community or Group No. Conservation Plan No.-
Estimated Depth of Water to Top of Dam
Date of Field Hazard Investigation
Ft. Length of Flood Pool Ft.
Evaluation by reach.of flood. plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :tst. tievation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater AbovE
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
2
3 r
Describe potential for loss of life and damage to existing or probable future downstream
improvements. from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANS PORTAT ION • L q c e,, 5 Io c. A-1ce1ao ` _7 o
tLgd RIVES ri"-S7_ Fi iiDi ✓L __ �7 Tdt7 ��a rY� Sh�2.)0 _-
Hazard Classification of Dam a, b, c) (see NEM-Part 520.21)
AWL
- am Classification (I, II, III IV V)
By A�� CST
name ti tl e
Concurred By_ ._
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date Z - /- '73
Date

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. -1-70 SOIL CONSERVATION SERVICE
cnli iNVFCTirATinN Tn nFTFRMINE SUITABILITY OF PROPOSED POND SITE
WATERSHED AREA MEASUREMENTS
CROPLAND-40WNFIJL ,
WOODLAND— ACRES TOTAL — ACRES PONTV CLASS WORK UNIT CONSERVATIOMST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. wale 1" =—feefl
Locate reterence, point )n center line of dam and identify on sketch.
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BORINGSMADEBY J t
®
®®

. ^
Operator:KENNY
MOORE County: SAMPSON
Date: 02/01/93
Distance
to nearest
residence (other than owner):
6400 feet
` 1.
STEADY STATE
LIVE WEIGHT
0 Sows
(farrow to finish) X
1417
/bs.
= 0
0 Sows
(farrow to feeder) X
522
|os.
= 0
0 Head
(finishing only) X
135
|bs.
= 0
1300 Sows
(farrow to wean) X
433
>bs.
= 562900
0 Head
(wean to feeder) X
30
|bs.
= 0
TOTAL STEADY STATE LIVE WEIGHT
(SSLW)
= 562900
2.
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Voiume
= 562900 lbs. SSLW X Treatment
Volume
CF/ib. SSLW
Treatment Volume CF/|b. SSLW=
1.0
CF/lb. SSLW
Volume
= 562900 cubic feet
3.
STORAGE VOLUME
FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length
490 feet
;
widtn
210 feet
Top of dike at elevation
49.50
feet
Freeboard 1.3
feet Side slopes
3.0:1(ioside)
Total design lagoon
liquid level
at
elevation
48.20
feet
Bottom of !aSoon at
elevation
37.50
feet
Seasonai high water
tabie elevation
40.00
feet
Total design volume
using pr|smoidai
formula:
SS/END! SS/END2
SS/SIDE1 SS/END2
LENGTH
WIDTH
DEPTH
3.0 3.0
3.0
3.0
482.2
202.2
10.70
AREA OF TOP
LENGTH X WIDTH
482 202
AREA OF BOTTOM
LENGTH X WIDTH =
418 138
97501 (Area of Too)
57684 (Area of Bottom)
AREA
OF
MIDSECTIO�
LENGTH
X WIDTH X
4
450
170
306248
(Area of
Midsection X 4)
CU.
FT.
= [Area top+(4XArea
Midsection)+Area
Bottom] X Depth/6
97501
306248
57684
2
VOL.
OF
LAGOON AT TOTAL
DESIGN
nIQUID
LEVEL =
822889 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage
Area:
Lagoon (top of dike)
Length X Width =
490 210 102900 Souare
Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square
Feet
TOTAL DA 102900 Square Feet
===>
Design temporary storage to be
180 days.
A.
Volume of waste produced
Approximate daily production of manure in CF/L3 SSLW
0.00136
Volume = 562900 Lbs. SSLW X CF
of waste/lb/day X
190
Volume = 137798 Cubic feet
D.
Volume of wash water
This /s the amount of fresh water
used for wash!ng floors
or
volume of fresh water used for a
flush system. Flush
systems
that recirculate the lagoon water
are accounted for /n
5A.
Volume = 0 Gai/ons/day X
180 days stora8e/7.48
gallons per
CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaooration
Use period of time when rainfall
exceeds evaporation by
largest amount.
180 days excess rainfall
= 7.0
inches
Volume = 7.0 Inches X DA /
12 incnes per foot
Vo}ume = 60025 Cubic feet
D.
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 60025 Cubic feet
TOTAL
REQUIRED TEMPORARY STORAGE
5A. 137798 Cubic
feet
5B. O Cubic
feet
'
5C. 60025 Cubic
feet
5D. 60025 Cubic
feet
TOTAL 257848 Cubic
feet

6. SUMMARY
Total required volume = 820748 Cubic feet
Total design vo:ume avai}.= 822889 Cubic feet
Min. reqrd. trtmnt. vol. pius sludge accum.= 562900 Cu. Ft.
At elev. 45.40 Ft; Vo!= 565720 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 762864 Cu. Ft.
At e|ev. 47.50 Ft; Vol= 755640 Cubic feet (start oumpinS)
Seasonal high water table e!evation is 40.00 Feet, which must
be lower than the elevation of top of treatment volume 45.40
DESIGNED BY: APPROVED BY:
___________ _________________________
�
DATE: z -// DATE: _________
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: ______________________________________________________

OPERATION AND MAINTENANCE PLAN
Th}s lagoon is designed for waste treatment (permanent storage) with
minimum odor contro(. The time required for the p!anneo fluid Qve!
to be reached (permanent + temporary storage) may vary due to
flushing opyrat)ons and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based :n : 1> waste from animals; 2} excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeos the highest 6 months excess in a year.
The average annua: excess rainfail is approximately 8 ioches
Therefore, an average of 8 inches of excess rainfall will
^
need to be pumped each year. The 25 year rainfa|l will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be avai|a&e. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from bui!dinS(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping shouid begin. An wevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two e>evations for operatin3 convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is reco8n!zed as an acceptable
method of disposa}. Methods of application include so/id set,
center pivot, Suns, and traveling Sun irrigation, Care should
be taken when applying waste to prevent runoff from the fie}d
or damage to crops.
The following items are to be carried out:
1. It /s strongly recommended tha the treatment lagoon be pre ---
charged to 1/2 its caoacity 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 pre --
charging is completed, flush buildings with recycled lagoon
|i�uid. Fresh water should not be used for flushing after
iniva| filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before )and app}ication.

Em
3. Begin pumo-out of the lagoon when fluid level reaches eleva-
tion 47.50 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 45.40 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 197823 cubic feet or 1479715 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irriSatOn is one
(1) inch and the recommended maximum aPp ication rate is 0.4
inches per hour.
B. Keep vegetation on embanxment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, takes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
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 responsibPity for enforcing this law.
NOTES:

A
FILL1
AVERAGE GROUND
T
VARIABLE I
SANDY MATERIAL y
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
Clay L; ,ar.z
1 FOOT THICK CLAY LINER
f� (MINIMUM)
EXCAVATE THIS AREA AND;-
BACKFILL WITH -CLAY ,x
EXCAVATE
ADDITIONAL'EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY - X 1 FOOT THICK X DISTANCE
A.Ie , CIA y /L. N E r__
39,/9/
3, 8 9C3 cN 6: IARJS
r
l�r
FILL,
AVERAGE GROUND
VARIABLE SANDY MATERIAL
NO CLAY
r
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
CUBIC FEET b CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS.

NAME a s.
,:..ENNY M IORE C(Ay L;Neei
DEPTH
i Ai iEA OF T _ P + AREA
OF BO TT"!-O M + 4 X AREA OF M I DSc.0
VOLUME :_
----------
_
DEPTH
C L X W +
L_ X W+ 4 2; L X W a
VOLUME =
----------
VOLUME °=
------------
490 .,
_
VOLUME -
-.____.____
---------
6
27
953136
CU. FT.
VOLUME .=
---------
27
VOLUME -
35201
CU e YDS a

U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation Service
NC-ENG-40
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: dotreDate: 2-1-93
county: S m s o, l
Address: ,lea Izg- r- (1 s
— __..10.
4490.6
810E SLOPE aTo I
`tq,s %
AVE. TOP ELFV. /
QF.
MID SECTION �//�r7%
7.5 AVE. BOTTOM ELEV. /
/ /
(See back for voles calculations)
Use of facility: 4,j;, / V.4jE L
capacity:- 6 /55 Zoo
Soil Type:
CA
Bench Mark Description _ N A ; !
-r F, M.
Ass,mrzd E1a,i.
5'0.0
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
�alions 9 Ft3
Elev. 3 Z
Elev.
(+) Ft.
Elev.
(+) Ft.
Elev. .7
(+) Ft.
(+) /.3 Ft.
Elev. ¢9,

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
KENNY MOORE
Confinment Building
Top Width 12,^
.... .... ... .. ..
Pit
" Pipe (Needs to be adequately
supported)
Pipe Invert Elevation
If7,S
r�
i� SS 3 ; 1
i
TREATMENT
LAGOON
Depth = 101
Bottom $levation 37.5
r
I
Settled Top Elevation 49.5
1
TSS� �3: 1 SS 3 1

k
AJ
�' � � J ' j r . � "fit + �' _ � • .
a+ :f"Y,t7:; •K! •r; •f. f. r' - "� "s:+• Y {..� jai f .•
at
14
0,Y
o� .41.
.77
is • . d 'i•' _ f yyfA ':' : •.•.6 -to 71
14
LL
r' i rs J � .i^•�' ' E.r'► 4� - ,I}.f c. <•', Jam" ��C
�. �.t ;
,fj✓��y •. -�' ,. �^� - %tea•:
.�. •�. yr' .-,, �.:y�, -� -
U.S. DEPARTMENT OF AC..RICU LTURE
SOIL CONSERVATION SERVICE
SCS - CPA .16
CONSERVATION PLAN MAP 2 -81
Owner + i N�yy- i'! a��r T_ operator —
Caurity . p 52-J State . L
Date
Approximate acres 2 0o Approximate scale 'jo f
Cooperating with S Conservation District
" Plan identification Photo number
Assisted by USDA Soil Conservation Service
G^.

ItiPiii�i .�i1h: I•��=:::i
N.E. t`_+1` L1IR
L 04
F
b
7 n
----------+-----------------+--------+--------+--------+--------+-----------------
--------+
--------1
+--------+
621.9 i%..% FC{ .�'
. .
i}r_.�i;
L�. %i
l�. t}i (_�.v� lL t�;
%.Qi
1�
F.tftli
i� i �70i
-------_----------------------------+---------
c'Ir:
9ti-• f:
1 .�C:u,
oti;
Of
134 c;
3 6413'
---------+--------+------------------------
-- --------
+- -------
-------
+- +--------+--------y
4
795i
t
4; 4531;
6i
Of
6i of
7!
0!
7f ti
ofrl
+--------+
+--------+
.
42294 ;
1 46.470li
+--------j-
+--------+
-_-__-r___+
L NE: OUTSIDE
1 , 4
5
b
7 9
--____--T___________________________________fi_____-__---_--___
---------------------------
---------
--__---_-+
• 62.91 621.9i 49.91 49.9i
62-.9i
0.01
0.0f 0.6! 0.0:
0.0:
if
�5,472i
1i 119059i
_-____-_+__---___L__-__-_-+_________________T_____--_.4_-____-_.-7__--_----_-_-____
�]:
Fi��+i
07: ?r731 264 1261
�7;
:;
Of ti rt;
0:
3
j
--=---+--------+-----------------+-----------------1--------+--------+-----------------+
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..tea:
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rJ
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T1•J: 11
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+_-_---__i
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t--------+

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ROWAN QUADRANGLE
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
SF 4 WHITE LAKE 15 QUADRANGLE
748 17' 30'; 3 3 t I/ NON C P 00 7 1 FEET 78' 15
T —
74
Grave
J
0,
>
7.9
6 ndw Hiff
n)
1 Union
Bridge
i 7 " I
-30
.)g
4
L A
83
1.
ondin /7
V ,
0
36
Tar
Landing
k/
Y11
ckk AIVER
31
25-
A
-4 -
'Bakers
N! 31 Landing 71
'N4
Cem 0)0,
0

SPECIFICATIONS
-FOR
-CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------------------
CLEARING:
-- - - - - - - -
Al l trees and brush shall be
removed from the const
before
any excavating
or fi}l
ruc t�
»» area
is started St
Stumps Will
be
removeo
within
the area of the
foundation of the
f�!| areas
and a|! excavated
emba»kme:t
ano
one (1)
inch
in
areas. | stumps
�umPs and r«ots
exceeoinS
one (1)
foot
diameter snail
be removed to a minimum
depth of
Satisfactor d
y
/sP»sit/o» will he made of
debris.
The
foundation area
shall be loosened thoroughfy
a//
placement of
embankment material.
before
needed)
to be
La8«»» site (and pad
site if
stripped of topsoil (3") and stockpiled f
and Pad
sioPes
(2-3"). The topsoi!inS
or use on oi}�e
amounts
quantity is in e:cess
»f
specified
on page one
(1).
Cut-off Trench:
--------------
A cut-off trench (when soecified) shall be installed as shown i the plans. L`�`wj of 5�w�� �L'~�u �a ` / / »
' -r 9" ��� ��u� � �=* '
_ _ __ . ' / x_a°��'
Construction:
------------
Construction of excavated and earthfi}l areas shall be performed
cnthe neat lines and grades as Planned. Deviations from this will
requireprior approval of the SCS. Earthfii| sha// be placed in
max. of 6^ lifts and not Placed in standing water. Compaction
snail beperformed by the construction equipment h
during Placement. The embankment of the } »r s eePs-foot roller
using the more impervious materials C aS»»» shall be installed
heights shall include ten (10) ^ Construction of fill
percent
protect against seepaSe'when areas
for settlement. To
encountered, tAey will 'eed to ,cas »� unsuitable material are
('ed and be excavated a minimum of one (1) foot
below grade and backfi/
mater�a� (i.e ^ -CL ' SC CH> R c«mPacted with a SCS approved
information ithe ' ^ ef er to the so�| �nvestiSation
: e plans for special consideration P
shou/a be taken during construction to prevent s^ recaut�»»s
and sedimentation, excessive erosion
Vegetation:
----------
All a
exposed embankment and other bare constructed areas snail b
seeded to the njanned type of vegetation as soon as Possible
e
after construction according to seeuing specifications sheet.

1 Y VES OF MATERIAL ENCOUNYERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION I USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels g-gravel
GM -Silt y gravels; gravel -sand -silt
s - sand
mix
GC -Clayey gravels; gravel -sand -clay mix
I vfs-very fine sand
fs-very loam
SW - Well graded sands; sand -gravel mix
SP -Poorly graded sands
fsI - fine sandy loam
SM - Silty sand
1- loam
SC -Clayey sands; sand -clay mixtures
gl - gravelly loam
I
ML -Silts; silty, v. fine sands; sand orcla a silt
Y Y
CL=Clays of low to medium
Si -Silt
I ail -silt loam
plasticity
CH -Inorganic clays of high plasticity
g p Y
A cl - clay loam
MH -Elastic silts
sicI -silty clay loam
OL-Organic silts and silty clays, low plasticity
I scl -sandy clay loam
sic -silty clay
OH -Organic clays, medium to high plasticity
i c-clay
1 3uitabl
e Mawradforommawcamt is available I�-1 •1a -- Yes J
r+nan" side) L 1 n e_ Q , (Indict:¢ i:i:¢re inwrea ��� the stz:ch t.n
REMARKS: ' 5EZ- SOIL MAP FOR PvoRrtAcJ Ati'C/a.,
+S A Cia0C, SG AntJ r<-,��ur;G erl T1fL 1�nP�
7-0
ENE M+nTC�rAC

`
'.S^IL CONSERVATION SERVICE
EARTHWORK COMPuTATON ShEET
EXCAVATION
`*E: KENNY MOORE
AuDREES: HARRELLS
+---- +------ +------- +----- +...........
(STA.|
END !SUM OF | DIS.1
DOUBLE |
| |
AREA |E.AREA | |
VULUMN |
+----+------
+------- +-----+-----------
1| 981
0|------- +-----+----------+
+----+------+
I382| 28|
38696|
21 1261
1382|------- +----- +----------
+
+---- +------
+ 2792| 741
206608|
31 200|
1410|------- +----- +----------+
+----+------|
2360| 1001
236000|
41 3001
950|------- +----- +-----------
+---- +------
+ 2087| 1001
2087001
51 4001
1137|------- +-----+----------+
+----+------+
24221 1001
242200|
61 5001
12851------- +----- +----------+
+----+------+ 25701 441
113080|
71 5441
1285|------- +----- +----------+
+----+------+ 12851 251
32125|
81 5691
0|------- +----- +-----------
+---- +------ + Of -569|
0|
91 0|
0|------- +----- +----------+
+---- +------ + 01 0:
0|
101 of
0|------- +----- +----------+
+----+------+ 0| 0|
W
111 0|
0|------- +----- +----------+
+----+------+ 01 0|
0|
121 01
0|------- +----- +----------+
+----+------+ 0| 0|
0|
_ 131 0|
01------- +----- +----------+
+----+------+
of 0|
0:
14| 0|
0|------- +----- +----------
+
+---- +------ + 01 0|
Of
15| 01
0|------- +----- +-----------
+---- +------ + 01 0|
0:
16| 01
0|------- +-----+----------+
+----+------+
01 0|
Of
171 01
0|------- +----- +----------+
+----+------+
0} 0|
0|
181 01
0|------- +----- +
-----+
+----+------+
01 01
01
19| 01
01------- +-----+-----------
+----+------+
of of
of
201 0|
0|------- +----- +----------+
+---_+------+--_----------+----------+
|T0TAL
1
10774091
+-------------------------
+-----------
DOUBLE VOL /2 =
-- -
538705 CU. FT.
- - -
VOLUME =
----------
- - - -
19952 CU. YDS.
COMPUTED BY Hank
--------------------
Say
DATE 1/7/93
---------

`
!SOIL CONSERVATION SERVICE
-
SE: KENNY MOORE
ADDRESS: HARRELLS
EARTHWORK COMPUTAYION SHEET
EXCAVATION
t/^ �`mEn-
1
+---- +------
+------- +--_--+.......... +
|STA.|
END ;SUM OF DIG.!
DOUBLE I
| |
AREA /E.AREA | |
VOLUMN |
+---- +------
+------- +-----+..........
+
11 87|
0|------- +----- +-----------
+----+------+
23011 391
89739|
21 1261
2301|------- +----- +...........
+----+------+
*6021 418|
19236361
31 544|
2301|------- +----- +-----------
+----+------|
23011 391
89739|
4| 5831
0|------- +----- +----------+
+----+------+
0; -583|
0!
51 01
O(------- +----- +----------+
+----+------+
0| Q
0|
61 0|
01-------�--------
-------�
+----+------+
01 0|
0|
7| 01
01------- +-----+----------+
+----+------+
0: 0il
W
8| 0|
0|------- +----- +----------+
+----+------+ 01 0|
0:
91 0l
O1------- +----- +----------+
+----f------+ 01 01
0|
101 0l
0|------- +----- +----------+
+----+------+
01 0|
0|
11| 0/
0|------- +----- +----------+
+----+------+ 0l 0!
0|
121 01
0|------- +----- +-----------
+----+------+
01 0;
0|
~ 131 0|
0|------- +----- +----------+
+---'-I---
4 0| 01
0|
141 01
'/ -------+-----+----------+
15/
'--------'-------------+
,---�+-'----�
C| D,
0|
16| 0|
-----------------+
+----+--
- -~ 01 W
0:
171 O|
0|------- +----- +----------+
�----+''----+
0| 0|
0|
1o/ 01
0|------- +----- +-----------
~ ()|
0|
0;--- -------------+
W
'---+-----+----------+
+-_--^ --
-^� ' ' �' --------
!TOTAL.
|
2103114|
+-------------------------
+-----------
DOUBLE VOL /2 =
1051557 CU. FT.
./
-_--------
VOLUME =
38947 CU. YDS.
----------
COMPUTED BY Hank Say DATE 1/7/93
-------------------- ---------

`
,4U;'. DEPT OF AGRICULTURE
NOIL'CONSERVATION SERVICE
:C-EN8-12
"WE: KENNY MOORE
ADDRESS: HARRELLS
EARTHWORK COMPUTATION SHEET
E%CAVATIO%4
u/xY Lwrn`
+---- +------
+------- +----- +...........
1STA.1
END :SUM OF ; DIS.| DOUBLE |
| 1
+---- +------
AREA |E.AREA | | VOLuMN |
11 901
+------- +-----+----------+
� 0|------- +----- +--_-_-----+
+---- +---
---+ 20881 36/ 75168|
21 1261
2088|------- +----- +----------+
+----+------+
41761 4181 1745568|
31 5441
2088|------- +..... +.............
+.... +......
| 20881 361 75168|
41 5801
0|------- +----- +----_-----+
+----+------+
01 -580| 0|
51 0|
0|------- +----- +-----------
+---- +------
+ 0| 0| 0|
61 0|
0|------- +----- +----------+
7� 0�
0�- ----+---^-+--_----''-+
-' --+-'
'--+ 01 0/ 0|
81 01
0|------- +-----+---------_+
+----+
'--'-+ 0; 0| 0:
91 01
0|-------
v-----+----------+
+- ---------+ 01 0| 0|
101 0|
0.-------+----- +----------+
+----+------` 0( 0| 0|
11l O|
0|------- +----- +-----------
+----+------+
0| 0| 0|
121 0|
0|------- +----- +-----------
-----+------+
0| 0| 0|
131 of
0!------- +----- +----------+
+----+------+
0| 0| 0|
141 01
0|------- +----- +-----------
+----+------+
0} 0| 0/
15| 0|
0|------- +----- +----------+
+----+------+
0| 0| 0|
20 0|
01------- +----- +----------+
0|
171 01
0:-----------------------+
+----+------+
W 0|
+----+--
-, 0| 0| W
19! 0/
0|------- +----- +----------+
+----+------+ 0| 0| 0|
201 O|
01------- +----- +---------_+
+-_--+-----_+-------------+----------+
!TOTAL
| 18959041
+-------------------------
+-----------
DOUBLE VOL /2 = 947952 CU. FT.
----------
VOLUME = 35109 CU. YDS.
----------
COMPUTED BY Hank
Say DATE 1/7/93
--------------------

r rarms
Address: PO Box 1
Harrells, NC 28444
County: Sampson
reen #2 Designed By: MR Gay
Checked By: DSE
Date: 04/09/03
Sheet 1 of 7
ANAE130BIC WASTE LAGOON DESIGN
FARM INF R ATfO
Farm Potation•
Nursery: ------------------- � 0
Finishing: ------------------- "' 0
Farrow to weanling:___________________ [ 1300 Hd.
Farrow to feeder: _____________ j 0
Farrow to finish: ___________________ 17 0
Boars: ------------------ ,�� 0
Storage Period: ___________________ 180 Days
25 Yr. / 24 Hr Storm Event ___________________ 7.0
"Heavy Rain" Factor ___________________ ��
Rainfall in Excess of Evaporation ___________________ 7.0 In. r—
Additional Water Usage: __________________ 7.0 In.
0
Additional Drainage Area: ___________________ 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ------------ N D
Does Operator Want Emergency Spillway? r�
9 Y (Y/N) ------------ N
Is This Design for an Existing Farm? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ___________________
40.0 t.
Freeboard:
------------------- 1.0 ::Ft
t
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
------------------- 0.3 Ft.
Inside Top Length: 3 :1 (H:V)510.0 Ft.
Inside Top Width: ___________________ 222.0 Ft.
Top of Dike Elevation: Depth, 49.00 Ft.
Finished Bottom Elevation: _________________ 11.50 Ft.
37.50 ft.
Start Pump Elevation: _________________ 27 In. 46.75 Ft.
Stop Pump Elevation: ----------------- 65.4 In. 43.55 Ft.
-LAGOON VOLU M E _. REQUIRED VOL. DESIGN VOLUMES
Storm Stor = 132090 (Cu.Ft.)
Temporary = 291266 (Cu.Ft.)
Permanent = 472836 (Cu.Ft.)
Total Volume = 896,212 (Cu.Ft.)
Min. Required Liner Thickness ___________________
Lagoon Surface Area: (Inside TOD)___________________
132,341
(Cu.Ft.)
309,920
(Cu.Ft.)
476,623
(Cu.Ft.)
9181884
(Cu.Ft.)
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 26398
. °/o REQ'D.
100.19%
106.40 %
100.80%
102. 33%
1.7 Ft.
113,220 S.F.
[phone]

urower: Black River Farms L
Address: PO Box 1
Harrells, NC 28444
County: Sampson
reen
)esigned By: Hank Gay
Checked By: DSE
Date: 04/09/03
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CAL ULATIONS
LAGOON STAGE
-AREA V UMES
Contour
E.�yation 4FT)
Area (SF)
Incr. Vol, (C-u. FT) Cumul.
Vol. (Cu. FT1
37.50
67,473
38.00
69,264
34,184
34,.184
39.00
72,900
71,082
105,266
40.00
76,608
74,754
180,020
41.00
80,388
78,498
258,518
42.00
84,240
82,314
340,832
43.00
88,164
86,202
427,034
44.00
92,160
90,162
517,196
45.00
96,228
94,194
611,390
46.00
100,368
98,298
709,688
47.00
104,580
102,474
812,162
48.00
108,864
106,722
918,884
49.00
113,220
111,042
1,029,926
These volumes were calculated using the vertical average
TOTAL REQD VOLU
896,212 CF
CUMULATIV
end area method.
E
END PUMP = _ = 43.55 FT 476,623
START PUMP = = 46.75 FT 78.6,544
MAX STORAGE = 48.00 FT 918,884
end area method.
VOL. ZONE VOL 102.53%
CF TR'MT 476,623 100.80%
CF TEMP 309,920 106.40%
CF STORM 132,341 100.19%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 (910J 293-3434
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 (910J 293-3434

uruwer: macK river Farms LLC--Green #2 Designed By: Hank Gay
Address: PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIO_NS
Permanent Storage:
Required Treatment Volume:
total Required Treatment Volume (cu. ft.) = 377,143
Sludge Storage Volume:
i otai Kequlred Sludge Storage Volume (cu. ft.)= 95,693
Temporary torage Volume:
Manure Production:
Total Manure Production (gals.) = 1,006,200
Total Manure Production (cu.ft.)= 134,519
Excess Fresh Water
Animal Type
Capacity * Sto. Period /day) = Total
Nursery
01 180
0.20
0
Finishing
0 180
0.90
0
Farrow to weanling
1,300 180
2.90 1
678,600
Farrow to feeder
0 180
3.50
0
Farrow to finish
0 180
9.50
0
Boars
01 180
2.70
0
Total Fresh Water Excess (gals.) =
678,600
Total Fresh Water Excess (cu.ft.)=
90,722
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Black River Farms LLC--Green #2 Designed By: Hank Gay
Address: PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet 4 of 7
Temporary Storgge Volume• (Cont 1
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (113220 sq.ft. + 0 sq.ft.) 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 66,045
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = 013220 sq.ft + 0 sq.ft.) 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft) = 66,045
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = 013220 sq.ft + 0 sq.ft.) 7.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 66,045
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 132,090 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 291,286 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 472,836 (CU.FT)
TOTAL REQUIRED VOLUME = 896212 (CU.FT.)
Murphy family Farms Engineering P.0. Box 759, Rose Hill NC 28458 [phone]

Grower: Black River Farms LLC--Green #2 Designed B
Address: PO Box 1 g y� Hank Gay
Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths -
TOTAL DESIGN VOLUME = 918884 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth
49.00
FT.
Not App Applicable
48.00
FT.
47.38
FT.
46.75
FT.
43.55
FT.
38.87
FT.
40.00
FT.
37.50
FT,
510.00
FT.
222.00
FT.
3:1
H:V
113,220
SF
1.7
FT.
1.00
FT.
180
Days
6.1 FT.
3.2 FT.
2.3 FT.
11.5 FT.
- 1-1y"r 11111Y '-arms tngineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Black River Farms LLC--Green #2
Address: PO Box 1 Designe Hank Gay
Harrells, NC 28444 Checke DSE
County: Sampson Date: 04/09/03
— — — Sheet 6 of 7
STRT PMP EL. = 46.75
END PMP EL. = 43.55
Murphy Family Farms Engineering
ZONE ELEVATIONS
-- — TOP OF DIKE ELEV = 49.00
1 TOP OF STORM ELEV = 48.00
— — ` TOP OF HEAVY RAIN ELEV = 47.38
1 _
TOP OF TEMP STORAGE ELEV = 46.75
1
TOP OF TREAT ELEV = 43:55
1
1
TOP OF SLUDGE ELEV = 38.87
1 _ /
FINISHED BOTTOM ELEV = 37.50
P.O. Box 759, Rose Hill NC 28458
SHWT = 40.00
(910) 289-211 1

Grower: Black River Farms LLC--Green #2
Address: PO Box 1
Harrells, NC 28444
County:
Designed By:
Checked By:
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
C��
DESIGNED: �lE�`r�-✓
DATE:
COMMENTS:
Hank Gay
DSE
04/09/03
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

il4
A5 13, �Lt VP 3 - 0
CA JR- -t 0 iJ ff, r� rJD 1 I nn Ot-ol L resS I
3 + VV r 11 D Ir nl c, IA-1 O a,) 4b !� e J G
GREEN SOW FARM LAGOON I I
510- 9149'
fr ��4�47 4s— -- -- - -
—46
ff { it f3B�—l
r �
1 I I !
I{ I
00
III �
III I 1 co
1 I 1 I
N
CN
1
IIII t s--
N
I I I
I I
--� 1 ...
......_ --
GRAPHIC SCALE
80 0 30 80 120
_ 240
SIIxZZ2-'
( IN FEET )
1 inch = 60 ft.

Brower: Black River Farms LLC--Green
Address: PO Box 1
Harrells, NC 28444
County: Sampson
Atu-Al-
)esigned By: Hank Gay
Checked By: DSE
Date: 04/09/03
Sheet 1 of 7
�►NAEROBiC WASTE LAGOON FARM INFORMATION DESIGN
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMAT
Farm Population:
-------------------
-------------------
------------------- L
-------------------
-------------------
------------------- 5
-------------------
------------------- U r I 1
J� (,[
-------------------
-------------------
-------------------
-------------------
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
Does Operator Want Emergency Spillway? (Y/N)------------
Is This Design for an Existing Farm? (Y/N)------------
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
----------------
Freeboard:
-------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length: -------------------
Inside Top Width:
-------------------
Top of Dike Elevation: Depth
Finished Bottom Elevation: ----------------- 11.50 Ft.
Start Pump Elevation:
Stop Pump Elevation: 65.4 In.
LAGOON VOLUME
_REQUIRED VOL
DESIGN VOLUMES
Storm Store=
132090
(Cu.Ft.)
132,341
Temporary =
291286
(Cu.Ft.)
309,920.
.(Cu.Ft.)
(Cu.Ft.)
Permanent
472836
.(Cu.Ft.)
476,623
(Cu.Ft.)
Total Volume
896,212
(Cu.Ft.)
918.884
(Cu.Ft.)
Min. Required_ Liner Thickness
Lagoon Surface Area: (Inside TOD)
0
0
1300 Hd.
0
0
0
18 Days
In.✓✓
7.0 In.
0
0
+(
N
N
N
N
40.00 Ft.
3 Ft.
3 :1 (H:V)
510.0 Ft.
222.0 Ft.
49.00 Ft.
37.50 Ft.
46.75 .Ft.
43.55 Ft.
% REQ'D
100.19%
106.40 %
100.80%
102.53%
1.7 Ft.
113,220 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
1910J 29373434

urower: Black River Farms LLC--Green #2 Designed By: Hank Gay
Address: PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet 2 of 7
ACTUAL_ DESIGN VOLUME CAMLATIONS
LAGOON STAGE
-AREA VOLUMES
Contour
Elevation (FT)
Area (SFy
Incr. Vol. (Cu FT)
C_umul. Vol (Cu FTi
37.50
67,473
38.00
69,264
34,184
34,184
39.00
40.00
72,900
71,082-
105,266
41.00
76,608
80,388
74;754
180,020
42.00
84,240
78,498
82,314
258,518
340,832
43.00
44.00
88,164
86,202
427,034
45.00
92,160
96,228
90,162
517,196
46.00
100,368
94,194
98,298
611,390
709,688
47.00
48.00
104,580
102,474
812,162
49.00
108,864
113,220
106,722
918,884
111,042
1,029,926
These volumes were calculated using the vertical
average end area method.
TOTAL READ VOLU
896,212
CF. CUMULATIVE VOL.
ZONE VOL
102.53%
END PUMP = _ =
START PUMP.:;--
43.55
FT
476,623 CF TR'MT
476,623
100.80%
=
MAX STORAGE =
46.75
48.00
FT
FT
786,544 CF TEMP"
309,920
106.40%
918,884 CF STORM
132,341
100.19%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
191 01 293-3434

-- �••�•• -,aa,n nivur rarms LLL;--Vreen #2
Address: PO Box 1
Harrells, NC 28444
County: Sampson
MINIMUM REQUIRED VOLUME
CALCULATIONS
Permanent Storage•
Required Treatment Volume:
Animal Type
Capacity *
ALW
Nursery
OF
30
Finishing
0
135
Farrow to weanling
1,3 01
433
Farrow to feeder
0
522
Farrow to finish
0
1,417
Boars
0
400
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
Type
Capacity
ALY
EFarrow
0
30
0
136
o weanling
1,300
433
Farrow to feeder
0
522
Farrow to finish
0
1,417
Boars
0
400
Total Required Sludge Storage Volume (cu. ft.)=
i
Temporary Storage Volume:
Manure Production:
Animal Type
Capacity *
Sto. Period
Nursery
0
180
Finishing
0
180
Farrow to weanling
1,300
180
Farrow to feeder
0
180
Farrow to finish
0
180
Boars
0
1.80
Total Manure
Production
(gals.) =
Total Manure Production
(cu.ft.)=
Excess Fresh Water:
Animal Type
Nursery
Finishing
Farrow to weanli
Farrow to feeder
Farrow to finish
Boars
rarms tngmeering
Designed By:
Checked By:
Date:
Sheet 3 of 7
.ft./lb)
1.00
1.00
0.67
0.67
1.00
0.50
0.25
0.25
0.17
0.17
0.25
0.125
= Total
0.30
1.40
4.30
4.50
13.50
4.00
Capacity * Sto. Period /day) = Total
1,3
M8200
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P. O. Box 759, Rose Hill NC 28458
i ota
0
0
377,143
0
0
0
377,143
9 5, 693
:91,
1,006, 200
134,519
0
678,600
0
.0
0
678,600
90,722
Hank Gay
DSE
04/09/03
(9101 289-2111

4
Grower: Black River Farms LLC--Green #2 Designed By: Hank Gay
Address: PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 04/09/03
County: Sampson Sheet 4 of 7
Temporary Storage Volume lCont j
Rainfall in Excess of Evaporation:
Vol. =(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (1 13220 sq.ft. + 0 sq.ft.) 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 66,045
Storm Storage:
Vol. =(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = 013220 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft) = 66,045
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (113220 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 66,045
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 132,090 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 291,286 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 472,836 (CU.FT)
TOTAL REQUIRED VOLUME = 896212 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC
[phone]

Grower: Black River Farms LLC--Green #2
Designed By:
Hank Gay
Address: PO Box 1
Checked By:
DSE
Harrells, NC 28444
Date:
04/09/03
County: Sampson
Sheet 5 of 7
LAGOON
DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
-------------------
-------------------
49.00
FT.
Top of 25 yr/24 hr Storm Storage
-------------------
Not App
Applicable
Top of "Heavy Rain" Storage
-------------------
48.00
FT.
Mart Pump Elevation
-------------------
47.38
FT.
end Pump Elevation
-------------------
46.75
FT.
Top of Sludge Storage
-------------------
43.55
FT.
Seasonal High Watertable Elev.
-------------------
38.87
FT.
Finished Bottom Elevation
-------------------
40.00
FT.
Inside Top Length
-------------------
37.50
FT.
Inside Top Width
-------------------
510.00
FT.
Side Slopes
-------------------
222.00
FT.
Lagoon Surface Area
-------------------
3:1
H:V
Min. Liner Thickness (if required)
-------------------
113,220
SF
Freeboard Depth
-------------------
1.7
FT.
Temporary Storage Period
-------------------
1.00
FT.
180
Days
Zone Depths -
TOTAL DESIGN VOLUME = 918884 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.1 FT.
Temporary Storage Zone Depth ----------- 3.2. FT.
Freeboard / Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth ----------- 1 1.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Black River.Farms LLC--Green #2 _ Designe Hank Gay
Address: PO Box 7
HaChecke DSErrells, NC 28444 Date: 04/09/03
County: Sampson _ Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 49.00
/ \ 1
/ \ TOP OF STORM ELEV = 48.00 /
\ TOP OF HEAVY RAIN ELEV = 47.38 /
1 /
STRT PMP EL. = 46.75 \ TOP OF TEMP STORAGE ELEV = 46.75 /
END PMP EL. = 43.55 1 TOP OF TREAT ELEV = 43.55 SHWT = 40.00
1 /
1 /
\ TOP OF SLUDGE ELEV = 38.87 /
FINISHED BOTTOM ELEV = 37.50
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Black River Farms LLC--Green #2
Address: PO Box 1
Harrells, NC 28444
County:
Designed By:
Checked By:
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
Z G%/�i�✓
DATE: q p
COMMENTS:
Hank Gay
DSE
04/09/03
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

furveq
�S � o� 2.�CA✓p -�n�J
✓r/ � '�7040 M 01-^ol
3 will Dlin1G lhjo,)o,% 4D
rt e 0 'At
C
GREEN SOW
FARM LAGOON
50919
m��lllllll'�I�� I �I�ill�lllli
--Lj I�j'll��'ll
5 5 fope -�
,re 7a rc moo' i ,
GRAPHIC SCALE
80 0 30 80 120 240
Si X 22z,
( IN FEET )
i inch = 60 it:

rower Blacr River nursery Farm Designed By: KBW
Address: PO Box 1 Checked By: DSE
Harrells, -NC 28444 Date: 05/24/06
County: Sampson _ Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN p
FARM INFORMATION 1. �,
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Po_,41ation:
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------------------------
-
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Does Operator Want Emergency Spillway?
(Y/N)------------
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
Press ALT-C to Download
contour areas see sheet 2 of 7...
---------------• Depth
BOTTOM E 11.69 Ft.
---------------• 29.52In.
----------- 62.28In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
✓ 10400 Hd.
0
Y
N
N
N
0
0
0
0
180 Days
/ 8.5 In. s
7.6 In.''`
7.0 In.
0
0
96.00 Ft.
1.0 Ft.
0.
3 :1 (H:V)
0.0
0.0
104.19 Ft.
92.50 Ft.
101.73 Ft.
99.00 Ft.
% REQ'D.
Storm Stor =
126532 (Cu.Ft.)
126,864
(Cu.Ft.)
100.26%
Temporary =
180491 (Cu.Ft.)
217,231
(Cu.Ft.)
120.36%
Permanent =
390000 (Cu.Ft.)
416,247
(Cu.Ft.)
106.73%
Total Volume =
697,023 (Cu.Ft.)
760,341
(Cu.Ft.)
109.08%
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
1.7 Ft.
94,899 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

'�: BIacn River Nursery Farm
Address: Pb Box 1
Harrells, NC 28444
County: Sampson
designed By: KBW
Checked By: DSE
Date: 05/24/06
Sheet 2 of 7
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area f SF).
Incr. Vol. (Cu. FTi
Cumul. Vol. (Cu. FT)
93.00
51,515
26,325
94.00
59,355
55,435
81,760
95.00
62,314
60,835
142,595
96.00
65,287
63,801
206,395
97.00
68,347
66,817
273,212
98.00
71,494
69,921
343,133
99.00
74,734
73,114
416,247
100.00
78,135
76,435
492,681
101.00
81,639
79,887
572,568
102.00
85,236
83,438
656,006
103.00
88,925
87,081
743,086
104.00
92,706
90,816
833,902
104.19
94,899
17,822
851,724
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
697,023
CF
CUMULATIVE
VOL.
ZONE VOL.
109.08%
END PUMP = = = =
99.00
FT
416,247 CF
TR'MT
416,247
106.73%
START PUMP = = :
101.73
FT
633,477 CF
TEMP
217,231
120.36%
MAX STORAGE =
103.19
FT
760,341 CF
STOR
I 126,864
100.26%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Black River Nursery Farm
Address: PO Box 1
Harrells, NC 28444
County: Sampson
MINIMUM REQUIRED VOLUME_ CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 05/24/06
Sheet 3 of 7
Animal Type Capacity ALW (cu.ft. Ib = Total
Nursery
10,400
30
1.00
312,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
1 0
Boars
0 1
400
0.50
1 0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
312,000
Animal Type Capacity ALW (cu.ft./lb) = Total
Nursery
10,400
30
0.25
78,000
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
400
0.25
0.125
0
0
Boars
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
78,000
Animal Type Capacity ` Sto. Period d. ay = Total
Nursery
10,400
180
0.30
561,600
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
1 13.60
1 0
Boars
0
180
1 4.00
1 0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Animal Type Capacity Sto. Period ay) = Total
561,600
75,080
Nursery
10,400
180
0.20
374,400
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
1 0
180
1 9.50
1 0
Boars 1
0.1
180
1 2.70
1 0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
w
374,400
50,053

Gower: Black River Nursery Farm Designed By: KBW
Address: ' PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 05/24/06
County: Sampson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (94899 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Re uired Volume for Rainfall in Excess of Evap. (cu.ft.)= 55,358
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)' 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (94899 sq.ft + 0 sq.ft.) * 8.5 in. /12 in./ft.
Total Requir Volume for 100Yr:-24Hr. Storm Event (cu.ft)= 67,220
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (94899 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 59,312
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100 Yr. / 24 Hr. Storm + "Heavy Rain") = 126,532 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 180,491 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 390,000 (CU.FT)
TOTAL REQUIRED VOLUME = 697023 (CU.FT.)
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Black River Nursery Farm Designed By: KBW
Address:' PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 05/24/06
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation -------------------
Top of 100 yr/24 hr.Storm Storage -------------------
Top of "Heavy Rain" Storage -------------------
Start Pump Elevation -------------------
End Pump Elevation -------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev -------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area -------------------
Min. Liner Thickness (if required) -------------------
Freeboard Depth -------------------
Temporary Storage Period -------------------
Zone De )ths:
TOTAL DESIGN VOLUME = 760341 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth-----------
':O. Box 856, Warsaw
104.19
FT.
Not Al Applicable
103.19
FT.
102.42
FT.
101.73
FT.
99.00
FT.
93.93
FT.
96.00
FT.
92.50
FT.
Not
Applicable
Not
Applicable
3:1
H:V
94,899
SF
1.7
FT.
1.00
FT.
180
Days
6.5 FT.
2.7 FT.
2.5 FT.
11.7 FT

f
Grower: Black River Nursery Farm
Address: PO Box 1
Harrells, NC 28444
Countv: Sampson
STRT PMP EL.= 101.73
END PMP EL. = 99.00
1
11
1
1
1
1
1
1
ZONE ELEVATIONS
TOP OF DIKE ELEV = 104.19
TOP OF STORM ELEV = 103.19
TOP OF HEAVY RAIN ELEV = 102.42
TOP OF TEMP STORAGE ELEV = 101.73
TOP OF TREAT ELEV = 99.00
TOP OF SLUDGE ELEV = 93.93 /
FINISHED BOTTOM ELEV = 92.50
Designe KBW
Checker DSE
Date: 05/24/06
Sheet 6 of 7
/1
/ 1
SHWT = 96.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

{ Grower: Black River Nurse Farm
Nursery Designed By: KBW
Address: " PO Box 1 Checked By: DSE
Harrells, NC 28444 Date: 05/24/06
County: Sampson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in August, 2003.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:�ti�`',f�
7
DATE: S 2r p
COMMENTS: The lagoon has been designed as an irregular
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape. ` . y-DO
AAirrnhv_Rrnuin ! ! !� C.,
— •�� a VA UUU, VVdfUdw !vu ZLIJya [phone]

GROWER: Black River Nursery Farm DESIGNED BY: KBW
ADDRESS: PO Box 1 CHECKED BY: DSE
Harrells, NC 28444 DATE: 05/24/06
COUNTY: Sampson SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 100 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 100 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxim liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatment volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging 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.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
AA..r., 1,.. Qom....... r
r _ 1 r-. v. QUA oav, vvdrsaw ivc zuJyu [phone]

UNUWER: Black River Nursery Farm DESIGNED BY: KBW
ADDRESS: PO Box 1 CHECKED BY: DSE
Harrells, NC 28444 DATE: 05/24/06
COUNTY:_ Sampson SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 101.73 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 99.00. This temporary storage, less 100 year / 24 hour storm,
contains 217231 cubic feet or 1624887 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 75 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 such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

GROWER: Black River Nursery Farm DESIGNED BY: KBW
ADDRESS: PO Box 1 CHECKED BY: DSE
Harrells, NC 28444 DATE: 05/24/06
COUNTY: Sampson SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS 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
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTABLISHED.
---••• ----••U•••��••••y oLJA ow, vvdfSaw/VU Z6jbFt3 [phone]

GROWER: Black River Nursery Farm
ADDRESS: PO Box 1
Harrells, NC 28444
COUNTY: SamnGnn
Erherclency Action Plan
DESIGNED BY: KBW
CHECKED BY: DSE
DATE: 05/24/06
SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
. make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

V I\%./VV[--R. Dtd(;K raver Nursery ►=arm
ADDRESS: PO Box 1
Harrells, NC 28444
COUNTY: Samnsnn
DESIGNED BY: KBW
CHECKED BY: DSE
DATE: 05/24/06
SHEET 9 nF 9
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
SAMPSON COUNTY COOPERATIVE EXTENSION SERVICE
369 ROWAN ROAD, CLINTON, NC 28328
910-592-7161
SAMPSON COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
84 COUNTY COMPLEX ROAD, CLINTON, NC 28328
910-592-7963
SAMPSON COUNTY EMERGENCY MANAGEMENT SYSTEM
107 UNDERWOOD STREET
:)O BOX 8, CLINTON, NC 28328
t 10-592-8996
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714, FAYETTEVILLE, NC 28301-5043
919-486-1541

GROWER: Black River Nursery Site
ADDRESS: PO Box 856
WARSAW, NC 28398
COUNTY: SAMPSON
DESIGNED BY: KBW
CHECKED BY: DSE
DATE: 5/24/06
SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below finish
grade to the specified depth as measured perpendicular to the finish grade. The foundation
shall be backfilled as specified to grade with a material approved by the owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the notes
on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the planned
type of vegetation as soon as possible after construction according to the seeding
specifications. Topsoil, if available on site shall be placed on areas of the dike and pad to be
seeded. Temporary seeding or mulch shall be used if recommended permanent vegetation
is out of season dates for seeding. Permanent vegetation shall be established as soon as
possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be Aug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side slopes
shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the EXCAVATION
AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed shall
be either capped off or rerouted around the lagoon, as directed by the engineer or his
representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.
Murphy -Brown LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]