HomeMy WebLinkAbout310086_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: 31-0086 Certificate Of Coverage Number: AWS310086
2. Facility Name: ABS Family Farms.Inc.
3. Landowner's Name(same as on the Waste Management Plan): ABS Family Farms,Inc.
4. Landowner's Mailing Address: 1587 S NC 50
City: Magnolia State: NC Zip: 28453
Telephone Number: 910-296-1854 Ext. E-mail:
5. Facility's Physical Address: 1587 S NC 50
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Gray Sheffield
g, Farm Manager's telephone number(include area code): 910-296-1518 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Willie Gray Sheffield Phone No.: 910-296-1854 OIC#: 19693
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,760
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
F a wish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
arrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
NEW 19.50
OLD 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov
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 by a principal executive officer of the corporation):
Name: Title: r�
Signature: Date:
1 , /
Name: u`U Title: P�
Signature: Date: _ J?
r'
Name: AU60 Title: y�
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:(919)707-9100
E-mail:2019PermitRenewal@nedenr.gov
FORM: RENEWAL-STATE GENERAL 02/2019
SrA Ft
ROY COOPER.
Gmerrrar
MICHAEL S.REGANt�ty "''N "
Secr�e �rq"w
wrY
LINDA CULPEPPER NORTH CAROLINA
Drr"for Environmental Quality
February 27,2019
ABS Family Farms,Inc.
ABS Family Farms,Inc.
1587 S NC 50
Magnolia,NC 28453
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
athtips://deg.nc.gov/about/divisions/Water-resources/Wgter-quality-regional-operations/afo or by writing or calling:
e
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:(919)707-9100
In order to assure your continued covergge under the State Non-Dischame General Permits ou mu t submit an gpolication for
permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and sinned application form. A list of items included in the CAWMP can be found on ogge 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310086
Murphy-Brown LLC
North Carolna Department of Environmental Quality I r)Nsien of Water Resources
512 N.Salisbury St.1 1636 Mall Service Center I Raleigh,North Carolina 27699-1636
919.707 BODO
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: ABS Family Farms, Inc.-Dale Atkinson Farm;AWS310086 County: Duplin
Address: 1587 S NC Hwy 50
Magnolia, NC 28453-8845 Date: 6/6/2016
Telephone: (910)290-3065
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres; Soil Type Slope% Crop(s) do/hr) (inches) Comments
1 5.63 Aut ille 0-5 Bermuda/Overseed 0.5 1 Solid Sets
2 6.29 Aut ville 0-5 Bermuda/Overseed 0.5 1 Pulls
2 48.19 Aut ville 0-5 Bermuda/Overseed 0.5 1 Pivot
60.11
Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3"Traveler; Valley Standard Pivot 7000
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) in/hr. Width(ft.) Len th(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 2.89 0.33 260 148 300 1.08 60 90 330 2.25
2 5.31 0.61 110/260 2221117 300 1.08 60 90 180/180 2.01
7 2.89 0.33 270 132 1 300 1.08 60 90 330 2.03
P1 Center Pivot-Acreage computer calcualted-720.7'machine length w/102.7'end gun radius 48.19
TOTAL 54.48
Sheet3
TABLE 3 -Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Nelson 100 Part Circle Big Gun
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Set No. of O er. feet Pipelines Pipelines inlhr) (inches) at Gun si at H drant hr. Comments-Acres per zone
1 180 230 140 140 0.49 0.812 50 1.02 0.302
2 360 230 140 140 0.49 0.812 50 1.02 0.604
3 360 230 140 140 0.49 0.812 50 1.02 0.604
4 360 230 140 140 0.49 0.812 50 1.02 0.604
5 360 230 140 140 0.49 0.812 50 1.02 0.604
6 180 230 140 140 0.49 0.812 50 1.02 0.302
7 360 230 140 140 0.49 0.812 50 1.02 0.560
8 360 230 140 140 0.49 0.812 50 1.02 0.560
9 180 230 140 140 0.49 0.812 50 1.02 0.280
10 180 230 140 140 0.49 0.812 50 1.02 0.302
11 360 230 140 140 0.49 0.812 50 1.02 0.604
12 180 230 140 140 0.49 0.812 50 1.02 0.302
TOTAL 5.63
Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 182 100
Operating Pressure at Pump(psi) 103.3 63.4
Design Precipitation Rate in/hr) 0.31 0.49
Hose Length (feet) 854 XXXXXXXX
Type of Speed Compensation Mechanical XXXxUUUC
Pump Type (PTO, Engine, Electric) Engine -Engine
Pump Power Requirement h ) 19.9 13.4
TABLE 5 -Thrust Block Specifications
611 411 211
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA (sq. ft.) AREA(sq. ft.) AREA (sq. ft.
90 degree bend 8.8 4.3 1.1
Dead End 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 degree bend 4.7 2.3 0.6
Pagel
Sheet5
IRRIGATION SYSTEM DESIGNERV�A� •..,
Name: Micah Kevin Weston, CID
Company: Smithfield Hog Production Division 7�1
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: (910)293-3434
I� 002919
Required Documentation SIGNIN
The following details of design and materials must accompany all irrigation designs: -�
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
Sheet6
Narrative of Irrigation System Operation
This design is for an addition of a center pivot a"wetted acreage"determination for an existing facility. The
acres were calculated based on the equipment specified and the charts created by NCSU for calculating Area
Allowances for Stationary Sprinkler Systems and Area Allowances for Hard Hose Traveler Systems. The
center pivot acres were computer calculated.
The design and installation of the pivot was done by Benchmark Buildings and Irrigation, Inc. The pivot
replaces pulls 3-6 &8 and modifies pulls 2&7.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 "PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 220 feet
Actual Spacing (%): 73 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr 330 degree arc= 0.33 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches 360 degree arc= 2.66 ft/min
300 degree arc= 3.19 ft/min 330 degree arc= 2.89 ft/min
220 degree arc= 4.25 ft/min
180 degree arc= 5.31 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page 1
Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1680 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss= 4.1 feet or 1.8 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 30 psi
Elevation head: 4.3 psi
Mainline loss: 1.8 psi
Suction head and lift: 2.3 psi
5%fitting loss: 4.9 psi
TOTAL(TDH)= 103.3 psi or 238.6 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 19.9 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 103.3 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Page 2
Sheet?
Net Positive Suction Head Check
NPSHA: 21
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 3
Sheet7(2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.812 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 100 gpm
Wetted Diameter: 230 feet ' Reflects a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%): 60 %
Design Spacing(feet): 138 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 140 feet
Actual Spacing (%): 61 %
Application Rate
Application Rate= (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate= 0.49 in/hr
Run Time per Set
Run time per set= Desired application/Design application rate= hours
Desired app. (in.)= 0.5 inches
Run time per set= 1.02 hours
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
#Sprinklers Oper.: 2
Velocity= 2.27 ft/sec.
Maximum Lateral Line Entrance Velocit
Pipe size: 2 inches 4 inches
#Sprinklers Oper.: 2
Velocity= 0.00 ft/sec. 5.10 ft/sec.
Page 1
Sheet7 (2)
Maximum Mainline Friction Loss
Zone Used: 1-6
Total distance: 750 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.29 feet/100 feet
Max. Mainline Loss= 2.2 feet or 0.9 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length: feet 700 feet
#sprinklers on Lat.: 2
Frict. Loss at 1/3 lat. 0.00 feet 4.86
Max. Lateral Loss: 0.00 feet or 0.00 psi 2.80 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Lateral Line Loss: 2.80 psi
Elevation head: 4.3 psi
Mainline loss: 0.9 psi
Suction head and lift: 2.3 psi
5%fitting loss: 3.0 psi
TOTAL(TDH)= 63.4 psi or 146.4 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkely B3JQBM
Pump Efficiency: 55 %
Horsepower Req'd: 13.4 Hp
Page 2
Sheet7 (2)
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
6" 4" 2"
Thrust: 7460 feet 3630 feet 910 feet
Soil Bearing Strength: 1200 feet 1200 feet 1200 feet
End Cap: 6.2 ft2 3.0 ft2 0.8 ft2
90 degree elbow: 8.8 ft2 4.3 ft2 1.1 ft2
Tee: 4.4 ft2 2.1 ft2 0.5 ft2
45 degree elbow: 4.7 ft2 2.3 ft2 0.6 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 63.4 psi
70%of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 22
NPSHR: 6 *from pump curve
If NPSHA>NPSHR, OK
Page 3
Sheet8
Dale Atkinson Farm; AWS310086
Acreage Calculation 6/6/2016
Sprinkler Acres per Total Int. Acres per Total Ext. Acres per Total Sing. Total
Hvd# Coverage #Int. Int.S rink. Acres #Ext. Ext.S rink.Acres #Sin le Sin .S rk. Acres Acres
1 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 1 0. 004 0.302 0.302
2 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604
Half 0 0.000 0.000 0 0.560 0.000 -0-0.604 0.000 0.000
3 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604
Half 0 0.000 0.000 0 0.560 0.000 0 0. 004 0.000 0.000
4 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604
Half 0 0.000 0.000 0 . 0.6601 0.000 0 0.604 0.000 0.000
5 Full 0 0.000 0.000 0 0.5601 0.000 1 0.604 0.604 0.604
Half 0 0.000 0.000 0 0.5601 0.000 0 0.604 0.000 0.000
6 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302
7 Full 0 0.000 0.000 1 0.560 0.560 0 0.604 0.000 0.566
Half 0 0.000 0.000 0 0.560 0.000 0 0. 004 0.000 0.000
8 Full 0 0.000 0.000 1 0.560 0.560 0 0.604 0.000 0.560
Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
9 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 1 0.5601 0.280 0 0.604 0.000 0.280
10 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302
11 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604
Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
12 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302
Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000
0 3 9
Total Acres= 5.63
Page 1
Sheet8 (2)
Dale Atkinson Farm; AWS310086
Acreage Calculations 6/6/2016
Width Length Acres Total Acres Start End Stop End Total
Pull# u M-1 midsection {midsection] Lqc.1 L412.1Pull Acres
1 260 148 0.883 0.883 0.750 0.620 2.25
2 110 222 0.561 1.259 0.750 0.000 2.01
260 117 0.698 0.000 0.000 0.000 0.00
7 270 132 0.818 0.818 0.660 0.550 2.03
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000_ 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 10.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0:00
Total Acres 6.29
Page 1
Hv:is Acres
ABS Family Farms, Inc. Solid Sets 1 0.302
Dale Atkinson Farm 2 0 3 0.604
.604
4 0.604
AWS310086 5 0.
6 0.330022
■=4 7 0.560
7 8 0.560
9 0.280
Total Field 2 = 78.02 Ac. 10 0.302
Wetted = 54.48 Ac. 11 0.604
Sub 2 = 23.54 Ac. 12 0.302
Waterways Total 5.63
7 Pulls 1 2.25
2 2.01
7 2.03
1
Total 5.29
I 2 1 Pivot Pivot 1 48.19
I
Wetted Total 60.11
11
10 Waterway
1
�8
B
7 5
4
Hog �3
Pivot 1 Houses 2
37.46 Ac. w/o End Gun Lagoon
48.19 Ac. w/End Gun I Total Field 1 = 7.80 Ac.
End Gun Run Time-94% (Solid Sets)
Wetted = 5.63 Ac.
Sub = 2.17Ac.
well
w/100'offsets
Specifications: Solid Sets
Nelson 106 Part circle Big Gun gg
w/1.812" Nozzle ® 50 PSIf.
100 GPM; 230' WD +� a e�
Specifications: Pulls ti� ^� 0
3 Irrifrance Traveler t�
w/Nelson 150 Big Gun oz
w/1.08" Nozzle ® 60 PSI a; [-
182 GPM; 300' WD uj Z
SI>ecifications:. Pivot . 00�9�9 •
Valley Standard Pivot 7000
720.7' Machine Length QFSIGTA
102.7' End Gun Radius %$ Alh4l����
® 51 PSI; 500 GPM
(379.3 GPM Machine + 120.7 GPM End Gun) ,mow
ABS Family Farms, Inc H s Acres
• Solid Sets 1 52
Dale Atkinson Farm 3 0.604
4 0.604
AWS3100M 5 0.
6 0.330022
Ode 1011111111W 8 0.560
9 0.280
Total Field 2 = 33.21 Ac. 10 0.302
(Previously Pulls 1-8) 11 0.604
12 0.302
Waterways Total 5.63
7 Pulls 1 2.25
1 2 2.01
7 2.03
I
Total 6.29
1 2 1 Pivot Pivot 1 48.19
Total Field AW3 = 18.20 Ac. 1
Wetted Total 60.11
t1
10 Waterway
1
17.14 Ac Bermuda ni s
e
7 5
10.54 Ac. Corn 2.46 Ac. 4
Bermuda Hog �3
Houses �1G
Lagoon 2
3.24 Ac. Bermuda Total Field 1 = 7.80 Ac.
(Solid Sets)
1.27 Ac. Corn
5.71 Ac. Soybeans 7.83 Ac. Soybeans Wells
W/100'offsets
Total Field AW2 = 7.81 Ac.
7�
0
Total Field AW1 = 18.80 Ac. 002919
QFS I G 1dti@-
s .� 1 f�,W,
V®CHRT
Valley Dealer Customer
Benchmark Bldgs. &brig. ABS Fam ly Farms
165 S Ke ansville Bypass 1587 S Nc Highway 50
Kenansville,NC 28349 Magnolia,NC 28453-8845
UNITED STATES USA
Dealer No, Field.Name
88'815458
Parent Order No. 11188692 Dealer PO 33828
Sprinkler Order No. 11188693 Order Date 02/09/2016
Load Date-02/19/2016
Plant McCook Manufacturing Method Of Shipment W/SYS. (11188692)
4 Span Valley Standard Pivot 7000
Machine Flow 500 (GPM)
Pivot Pressure 51 (PSI)
Cover Sheet ® 02/17/2016 Page 1
Parent order No 11188692 Dealer BenchmarkBl491.&Irrig, Sprinkler Order No 111566F3
Customer ABS Family Farms
Field Name
Vallev Standard Plyot 1000 Maehine Summary
Span and Overhang Field Area Flow
Pipe Coupler D. U. 43.2 (Ac) Total 500 (GPM)
Model Oty Length O.D. Spacing Oty Profile Tire 37.5 (Ac)Pivot 3600 II 10.23 (GPM per Acre) j
(ft) (in) (in) 5.7 (Ac) EG on 50% 99 0.54 (in per day) App Rate
7000 4 190.0 6 108 20 Standard 14.9x24HIghFloat 720.7 (ft)Machine Length 0.104 (in) App Depth @ 100%
102.7 (ft)End Gun Radius 120.7 (GPM) End Gun
__j
L Pressure LRDU Drive Train
-----------------�
Caution: 51 (PSI) Pivot Pressure 68 RPM Center Drive @60 Hz freq.
1
Obese — Inlet Pressure 14.9 x 24 high Float Tire j
0.0 (£t) Highest Elevation 52o1Wheel GB Ratio, LRDU Dist 720.7 (ft) 6
Dealer: 0.0 (ft) Lowest Elevation 4.6 Hrs/3601 @ 100% 16.50 (Ft per Min)
None
------------------------------e
Sprinlder--Available Outlets Sprinlder--Available Outlets
i Smiler Configuration Range(ft) Sprinkler Configuration Range(ft)
�-
Valley U-Pdpe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets r. Valley U-Pipe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets Uf
4,18,1 20,22,1
Valley Drop 78(in)Galvanized 3/4 M NPT x 314 M NPT 24,38,1 Valley Drop 78(in)Galvanized 3/4 M NPT x 3/4 M NPT 4D;42,1
44,58,1 60,62,1 pq
Nelson PC-D3000 Part Circle Spray 314 M NPT 64,7861 Nelson PC-D3000 Part Circle Spray 314 M NPT 80180 l.�l
>< i
Cover Sheet-02/17/2016 page 2
2arent- order No IIIL88692 Dealer Benchmark•%md ,&IrdF., Sprinkler Order NO IlIffffi
Customer ABS Family Farms
Field Name
Yallcy Standard-Pivot 7000'Msaehine Summary
Pressure Loss Had Gun(s)&Booster Pump Information
Pipe Pipe Pipe Loss Primar .End Gun
Length (ft) I.D. (in) Finish C-Factor (PSI) Nelson SR100 End Gun
720.7 5.79 Galvanized 150 3.8 -' O.S No z z 1 e
Total= 3.9 Booster Pump 1
Span Flow Advanced Options
Span Irrigated Area Rqd Act Rqd Act Last Sprinkler Coverage = 1 ft
Sprinkler Coverage Length = 721.7 ft
Number Length (ft) (Ac) (GPM) (GPM) (GPM per Acre) (GPM per Acre) o Deviation Use Last Coupler= YES
Minimum Mainline Pressure = 6 PSI 9
-----------------------------°
1 156.7 2.3 23.4 23A 10.11 10.10 -0.1
2 180.1 7.0 71.1 71.1 10.11 10.11 0.0pp Options
3 180.1 11.7 119.4 118.1 10.11 10.08 -0.2 Ship Drop Hardware
4 179.8 16.4 165.4 165.5 10.11 10.12 0.1 Ship Endgun Nozzle
EG 102.7 5.7 119.0 120.7 10.23 10.55 3.2 Ship Endgun & Hardware
Do not ship Endgun Valve / Nozzle Valve Hardware
Totals 43.1 498.8 Do not ship Boosterpump Hardware
Drain Sprialder 0 0
Total Machine Flow 498.8
Cover Sheet-02/17/2016 Page 3
S ra nlsler Order Na 0y�4g Opq
Dealex EC9lC�ffiAS$C�111},?S.BL.HS@'�p,. � ���VV�19�
Customer ABSF'amilyFarms �/-CHAP
Field Name �� � Parent Order No 111SS692
vallevstandardfl of ereent Timer Data
Setup:Informntion-Valley Computer ControlPauelVater Application Constants: Minimum Application=0.10.4:(in) Hours Per Revolution=4.6
Based on IN Based on%Timer
IN Per Pivot Hours Per Pivot IN Per Hours Per
360 degrees % Timer 360 degrees % Timer 360 de,:rees 360 decrees
0.104 100.0 4.6 100.0 0.104 4.6
0.20 52.0 6.8 90.0 0.12 5.1
0.30 34.6 13.3 80.0 0.13 5.8
0.40 26.0 17.7 70.0 0.15 .6.6
0.50 20.8 22.1 60.0 0.17 7.7
0.60 17.3 26.6 50.0 0.21 9.2
0.70 14.8 31.1 45.0 0.23 10.2
0.80 13.0 35.4 40.0 0.26 11.5
0.90 11.5 40.0 35.0 0.30 13.1
1.00 10.4 44.2 30.0 0.35 15.3
1.25 8.3 55.4 25.0 0.42 18.4
1.50 6.9 66.7 20.0 0.52 23.0
1.75 5.9 78.0 17.5 0.59 26.3
2.00 5.2 88.5 15.0 0.69 30.7
-- _-- - - - -- -- --- 12.5 0.83 36.6
10.0 1.04 46.0
7.5 1.39 61.3
5.0 2.08 92.0
Field Area Flow Pressure LRDU Drive Train
43.2 (Ac) Total 500 (GPM) 51 (PSI) Pivot Pressure 68 RPM Center Drive @ 60 Hz freq.
37.5 (Ac)Pivot 3600 10.23 (GPM per Acre) Inlet Pressure 14.9 x 24 High Float Tire
5.7 (Ac) EG on 50% 0.54 (in per day) App Rate 0.0(ft) Highest Elevation 52:lWheel GB Ratio, LRDU Dist 720.7(ft)
720.7(ft)Machine Length 0.104 (in) App Depth @ 100% 0.0(ft) Lowest Elevation 4.6Hrs/360 @ 100% ( 16.50 )'(Ft per Min)
102.7(ft)End Gun Radius 120.7 (GPM) End Gun
Disclaimer
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond Valmont's reasonable control). Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Timer-02/17/2016 Page 1
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-- - .
BROCK
Date•==--___�-----------------__--_-----====>02111/98
Dist.to-nearest residence (other than owner): ft.
Bows (farrow to finish):____________________>
sows (farrow to feeder):____________________>
head (finishing only):______________________> 1240
sows (farrow to
head (wean to feeder):______________________>
Ave. Live Weight for other operations(lbs. )=>
Storage volume for sludge accum. (cu. ft. ) :=>
Treatment Volume (min. 1 cu. ft./lb. )===____> �1 �!
25 Year - 24 Hour Rainfall (in. )===_________>
Rainfall in excess of evaporation (in. )_____> 7.0
Drainage area of buildings S lots (sq. ft. )=> f
Volume of rash water (gallons/day)====______>
Temporary storage period (days)_____________>
Freeboard
Side slopes (inside lagoon):===_____________> 2.5 : 1
Inside top length (ft. ):____________________> 220.0
Inside top width (ft. ):_____________________> 163.8
Top of dike elevation (ft. ):________________> 51.8
Bottom of lagoon elevation (ft. }:==__-_____-> 40.8
Seasonal high rater table(SHWT) elev. (ft. ) :=> 41.0
Total required volume:_____________> 251820 cu. ft.
Actual design volume:______________> 256275 cu. ft.
Stop pumping el. (> or = to 41.0 ft.SHWT)> 48.0 ft.
(> or = to 46.8 ft.Min. )
Required minimum treatment volume: 167400 cu. ft.
Volume at stop pumping elevation: 167830 cu. ft.
Start pumping elev. :===_____________________> 50.1 ft.
Volume at start pumping elevation: 232833 cu. ft.
Actual volume less 25yr-24hr rain: 233754 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 61899 cu. ft.
Actual volume to be pumped:==> 65003 cu. ft.
3
CARROLL'S FOODS-, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
EACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NATVIE OR NUMMER
FARM DESCRIPTION -`={r �'/� -1/2/1'
- r
LOCATION
1 G/
BEFORE BEGINNW;G EXCAVATION
LANDOWNER 1S ADVISED TO CONTACT
COMPANY FARM ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-800-632-4949
CONTRACT GROWER
S'o
r
a
y
� t _
F CONTENTS
TABLE Or
1
4Vicinity Map . . . . . . . . . . . . . . . • - ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
4. ASCS Field Map . . . . . . . . . • . . . . . . . . . . . . . . . . . . 3
Soils Map -
Soil Investigation Worksheet 5
Waste Treatment Flan . - • : • - • • • • • , - • • • . . • • , • , . . . . . . . . . . . 7
Waste Utilization Plan • - • • • - . • , • < , . . . . . . . . _ . 8
✓Operation and Mecificationsintenance l For an - Lagoon . . . . . . . . . * • * * * . . . 9
VConstruction Sp . • • - • • • • • . .
. • . . 10
v/Seeding Plan (Farm Site • • • • - • • • • • • - • . . . . . . .
computer Drawing of Existing Ground. . . . . . . . . . . . . . . . . . il
. . . . . -
. . . . . . . i2
� Existing Elevations . • • • - • - • • - - . . . . . • < • • • • - •
Lagoon Cross Section Diagram . . . . . . . . 13
of Proposed Lagoon & Building Pad .
Computer Drawing . . . . . . . . . . . . . . . . . . . . i4
J Site Balance Report . • . • • • • - ' ' . p o s e • . . . . . . . . . . . . . . . . i5
osed - • • • •
C..3mputer Drawing - All Data Prop - • • • • - • • • . . 16
*4Computer Drawing - Contour Lines • • •Sloping Lines . . . Is
,/Computer Drawing - o
=Computer Drawing
Slow-up gon Corner .
�uty�l� YiN� . . . . . . . . . . . . 1.9
1 Building Pad Elevations . - • - • ' • " Proposed Balanced . . . 20
Computer Cross Section - Existing - . . . . . . . ., . . 21
Facility Overlaid on Existing Topo Map . . . . . . • • '
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)oerator:DAIL BROCK County:
DUPLIN Date: 08/23/93
distance to nearest residence {other than owner) 1200.0 feet
i
A. STEADY STATE LIVE WEIGHT j
x -
0 sows (farrow to finish) 141�1 lbs. 0 lbs
x 522 lbs. - 0 lbs
0 sows (farrow to feeder) 475200 lbs
3520 head (finishing only) I x 135 lbs.
{ -
0 sows (farrow to wean) 0 lbs
x 43� lbs.x 3 lbs. - 0 lbs
head (wean to feeder) I
I 47520E lbs
TOTAL STEADY! STATE LIVE WEIGHT (SSLW) _
2. MINIMUM REQUIRED TREATMENT+VOLUME OF LAGOON
Volume = 475200 lbs! SSLW x Treatment VolimCFC �1SSLWSLW
Treatment Volume(CF)/lb. SSLW= /1b
Volume = 475200 cubic feet it
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge Till be removed as needed."
4. TOTAL DESIGN VOLUME j
. Inside top length 90.0 feet ; Inside top width 235.0 feet
. Top of dike aVon7quid
at an 47.1 fee
. Freeboard et ; Side slopes 3.0 : 1 (Inside lagoon)
Total designi level at elevation 46.1 feet
Bottom of lagoon elevation 36.1 feet
Seasonal high water table elevation I36.0 feet
Total design volume Ming pr.ismoidal fo mula
SS/END1 SS/EN0 2 SS�SIDE1 SS/SIDE2 �ENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 84.0 229.0 10.0
AREA OF TOP
LENGTH * WIDTH =
384.0 229.0 i 87936.0 (AREA OF TOP)
AREA OF BOTTOM III
LENGTH * WIDTH =
324.0 169.0 54756.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
354.0 199.0 281784.0 (A A OF MIDSECTION * 4)
6
CU. FT. = P.AREA TOP +I (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 1.7
87936.0 I 281784.0 54756.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
707460 CU. FT.
i
I
i
j
;. TEMPORARY STORAGE REQUIRED-
i I
i
i
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = j
390.0 235.0 91650.0 square feet
Buildings (roof and lit water)
Length * Width =
0.0 0.0 0.0 square feet
i
TOTAL DA 91650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure 'n CF/LB SSLW 0.00136
Volume = 475200 Lbs SSLW * CF of Was a/Lb./Day * 180 days
Volume = 116047 cubic feet i
5B. Volume of wash water ,
This is the amount of' fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for. in 5A.
i * 180 days Volume = 0.0 gallons/day s storage/7.48 gallons y per CF
Volume = 0.0 cubic feet
' 5C. Volume of rainfall in excess of .evaporation
Use period of time when rainfall exceed evaporation by largest amount.
180 days excess ainfall ; _ �, .0 inches .
Volume = 7.0 in DA / 12 inches p r foot
Volume = 53462.5 cub c feet
I.
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5D. Volume of 25 year - 24 hour storm
Volume = 7.5 chles / 12 inches per foot * DA
Volume = 57281.3 cubic feet
I
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B, 0 cubic feet
5C. 53463 cubic feet !
5D. 57281 cubic feet
TOTAL 226790 cubic feet
6. SUMMARY
Total required volume: 701990 cubic feet
Total design volume avail. 707460 cubic feet
Min. req. treatment volume plus sludge ccumulation, 475200 cubic feet
At elev. 43.4 fee ; Volume ir.%. 4 4769 cubic feet (end pumping)
Total design volume l ss 25y r-24hr stor� is 650179 cubic feet
i
At elev. 45.4 feet ; Volume is 6F16802 cubic feet (start pumping)
Seasonal high water table elevation 136.0 feet
7. DESIGNED BY•�-�
APPROVED BY:
DATE:
DATE: Cz3~ -(� t L_3
i SCS DOES-NOT CERTIFY i
THAT EXCAVATION AND
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN FILL VOLUMES ARE
CORRECT
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OPER.ATIONAND MAINTENANCE PLAN
-----------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned, fluid level to be
reached may vary due to soil conditions,flu�shing operations, and
the amount of fresh waterladded to the system.
Land application of waste water is recogniz d as an acceptable
method of disposal. Methods of application include solid set, '
center pivot, guns, and traveling gun irrig tion. Care should be
taken when applying wasteito prevent runoff from the field or damage
to crops. 11
The following items are to be carried out:
1. It is strongly recommended that the tre�tment lagoon 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 if thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.3. Begin pump-out of the,ilagoon when fluid level reaches eleva-
tion 45.4 as marked by permanent markers.
Stop pump-out when
the fluid level reaches elevation 43.4 obefore fluid depth is
less than 6 feet deep (this prevents the to s of favorable
bacteria) j
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the reco ended maximum ap lication rate is 0.4
inch per hour.
5. Keep vegetation on thg embankment and a�eas adjacent to the r
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded arenas or areas damage i by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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,I Division of Environ-
mental Management, has the responsibility for enforcing this law.
t
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SPECIFICATIONS FOR CONSTRUCTIONOF WASTE LAGOONS
SPECIFICATIONS -------
-----------------------------------
clearing: -
t
All trees and brush shalljbe removed from t e construction area
before any excavating or fill is started. tumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. jAll stumps and roots exceeding one (1)
inch in diameter shall be;removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench: ;
--------------- :
A cut-off trench (when specified) shall be 'nstalled as shown in
the plans.
Construction: j
------------- r •
Construction of excavated- and earthfift are s shall be performed to
the neat lines and grades Ias planned. Devi' tions from this will
of1the SCS. Earthfi 1 shall not be placed
require prior approval
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or heeps-foot roller during
nt of the lagoon sh ll be installed using
placement. The embankme
the more impervious materials. Constructio of fill heights shall
include ten (10) percent for settlement. T protect against seepage,
when areas of unsuitable material are encountered, they will need.to
be excavated a minimum of one (1) foot below grade and backfilled and
ils
compacted with a suitable'material (ie-CL,S. ci Refer to the sal considerations,.7.
investigation information: in the plans for spec
n during construction to prevent excessive
Precautions should be take
erosion and sedimentation
Vegetation:
exposed embankment kment and other bare const ucted areas shall be
seeded to the planned type of vegetation as soon as possible after
construction_
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SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
I
USE THE SEED MIXTUREIINDICATED:
(810 LBS. FESCUE I GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY O) WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS ( 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 0 JUNE 30
24 LBS. HULLEDIBERMUDA GRASS S 8 LBS./AC-
(SUITED FOR MOST SOIL ,COrDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
Q d) LBS. RYE GRAIN § 30 LBS./ACREI (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACREJ (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. i
J I.
.'APPLY THE FOLLOWING: -
3000 LBS. OF 10-10-10 FERTILIZER Too LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TON /ACRE)
300 BALES OF SMALL
GRAIN STRAW (1)0 BALES/ACRE)
I
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA I�MEDIATELY.AFTER E�.RTH MOVING: IS COMPLETED.
APPLY LIME AND FERTI IZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APP Y.SEED AND FIRM SEEDBED WITH' A CULTIPACKER ;I
OR SIMILAR EQUIPMENTt 'APPLY MULCH. ANDISECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TOSTABLZSH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, T IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
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Orientation: -45.0 Z magnification: 18.9
Inclination: 20.0
55.00"
45.00 ........
40.00"
F
30.00 ' v
3D Mesh Surface
Lower Left
3D Mesh Surface
Existing
Project: DALE BROCK
Drawing: SHTi
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
3.00
44.90
53. 3.70 52.10 48.90 L42,15O
61.00 62.10 48.50 46.60
4gt,'WiO 44.80 44.70 38.60
44.00
49:0 0....
60.8039.80 40.30 42.60 41.60 39.3
50.1037.80 37.40 39.70 40.80 40.0
36.20 34.50 36.30 38.70 38.30
DaWlight t r 38.00
Plot of all data for the surface:
Existing
Project: DALE BROCK "
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
-
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orientation: -45.0
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Z Magnification: ii-
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3D Mesh Surface
Lower Left
3D Mesh Surface
Balanced
Project: DALE BROCK
Drawing: SHT1
Number:
Location:
Bid ❑ate:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework f
Fill shrink/swell percent: 20. 00 Cut shrink/swell percent: 0 . 00
Iterating to balancing within 10. 0 cubic yards. . .
delta Cut Fill CUT —FILL
0. 00 8872 .27 26908. 05 -18035 . 77
-2 . 12 17634 . 21 15772 . 27 1861 . 94
-1 .93 16716. 03 - 16696. 29 19 . 74
-1. 92 16706. 21 16706 .33 -0 . 12
Lower "proposed" by 1 . 92 feet.
New surface called "Balanced" has been created.
---
... .---
Drawing`. SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
-`_"'•' Estimator:
------e.d—b y_:—us i n_Q S i 1-a w-os k - - --------- — --- - -
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5
Loos
42.96 _
4 .82
61 0
4 .,M-88
49.08
J
42.88 ` 36.68
...........•.........................................
2.0 i... ............i
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47ddq ................... ............... ........... *.....................
_................................... ................::�7=: .�,.l.(.........•.-....... ..................-....-•--...._�
DaWlight er 36.0E
Plot of all data for the surface:
Balanced
Project: DALE BROCK
Drawing: SHT1
Number:
Location:
Rid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitewcrk
................................................... .........................................
... ...............................
.................................................... 48 08
........................................................................
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.................................................. .......
Daylight erime er
Plot of the contour data for the surface:
Balanced
Project: DALE BROCK ~~
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: ,.; using Sitework. �`ryV-
s.08
42.98
4 .82
61 0
4 .�'.88
49.08
42.88 36.68
42.08
_..__.._..--.-. 47.08 _.......
48.88
47.08
Daulight ter 36.08
Plot of the sloping lines for the surface:
Balanced
Project: DALE BROCK
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
-
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P. O. BOX 277
f'°> United States soil Kenansville, NC 28349
Department of Conservation
Agriculture Service Telephone 919-296-2121
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME /Y1rs. �e amok LOCATION_ -
141-� [ 13o�c 119 _ .y,�1ef ,J'orrT/i e7� �evrar,w;IG
TELEPHONE 9 -,296^ / SIZE OF OPERATION D IIe Fe �m�
LOCATION DATA
_ DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER ODD
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE �L—
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO
IS SITE AT LEAST 100 FEET FROM A"BLUE LINE"PERENNIAL STREAM? YES _ NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO ✓
if yes,landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO✓
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED--TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO `
APPROVING WASTE MANAGEMENT PLAN YES NO ✓
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF TIC PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE?YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION --VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES '� NO
IS A CLAY LINER REQUIRED? YES _ NO ti�
' IF YES, IS CLAY AVAILABLE ONSITE? YES_ _ NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES ✓_ NO
SITE APPROVED YES ✓ NO CONDITIONAL----
Ij COMMENT S e a- ►� s�4 r.e t,< � P ,v r�P�.cs�. -ri��s�� -x!S'�tT
jAPPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM:DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL,STATT,OR LOCAI,LEGISLATION.
IL�GOQN MUSTJ3E.750 FEET FROM RESIDENCE AT TIME OF DESIGN.
Tho =i Conservation oorwce
is an agency of the
oeCmrtment of Agricutture SIGNATURE �tl ,Luac�j _ r� — DATE
t_
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CR D&4 7•a^af Jvr.Gy �?, Ovf c
SK
j`T 'ert 1�rip1.. �ra ch �iS F15
�c 73.-fib E�e�s W C o rrci pad
Howe # = neu
PC � .
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5-7-A .- T
-9
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F13 J 1�3 1) 4- Tc;-t
k
r?9,43 Coroe, i'Ae) )40"/,e, *;z box
by e�, L
51- 6
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(b
'SIR 1-13�
s
US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owne County &,,o
Location/Tract & Field Number-Ti39?b f: Acreage
Prepared by. plcT. :. .Date
Brief Description of Planned Practice/RMS/Project Measure:
A Dort C I�a� AfC cf- PeaLlu�G f�ctnf�
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;.
• r
NFSAM.
t/ 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 (LAMA, 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 specie: whose range and habitat needs indicate
they might occui:• .in planning area
-- Identify on map am- designated critical habitat
j
3. Is a. designated- natural or scenic: area included° in, the• planning.
areay. or w 11, planned- actions impact- on an� adjacent- natural -or
scenic. area?- (- eferences:.. 19.0-GM': 410:.23•. and; ..2.4,)
yes: If- y,es,,. encourage, landuser to.; consult with: concerned.
agenc ;es,, soci;eti°:es:, .and i ndv. dual to; arrive.- at-
mttually satisfactory land: use; and treatment-.:
4r.•- Does.,:-t :e--planthe=.�150tfi-yeax�=f3ocDA-i p:�a
(;References;:' 4.`1:0.:.-ZF;;; HIJD Flood>: $l airy: maP.s_) _. .
No..
Yes: ,• If' yes_,,
-r Is; th-e. as:.sisted action l Xe:lyr t:ol b- ve.- s%.grI ficant
adveree- effects: on. e.xi t-ing, natural:` and benef: c :al:-
values:- in, the flood: pl-ai:nZ
--- Ise there:. a. practical, ail t.ernatIve: outs ide.: the-- flood:
-- Has; the. - flood• plain.: been; used:. fo-r-, agricultural.
prpducton. for a_fi. least: of the last: `5:= y..eaxs?`
5., Is. an: axchaeologca>l or hstor .cal..situ located; int the•. `�il.anning F
area?� (References: NCPM_:; 420-GM. 4:01..: Nationa_l:. Register of..
Ili-st-or, c: Places);:
f NA:
Yes; If- yes,, have, steps. b.een taken, to. ensure- the:
protection: of- this area?i
6... Ire. there any prime, unique,. or. locally, itportant farmlands.. in-
the- operating: unit?, (,References:
Yes If yes,, identify, on: a:. soils map: or- legend.., vB,M,41/&C
T. Will.. the. action: result- in. sodbusting?-
No: - --- Yes.
8.. Wi]--.i. the: action: resul't in. swampbusti:ng?°
No. Yes
9.... is there. a. potential for. controversy-?:*, From., whomZ /TI'-'oi-i;n9
Yes.- ,�.ctw a�0.�.d►LP3
P
10. Are permits required?/Should the person contact permit agencies?
No ✓ Yes
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
D�/✓� Kejid iOA
a,
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rc r: ? is PSOCD i
L?1' S-OC K, WASTE SAMPLING. IVIALYSIS, ;;t�D C%,.LC i!_AI IO O ';_A.i`,D APPLICATION RATES
f
I . SPOWLE COLLECTION
A. Liquid Manure Slurry
1 . Under-slotted-floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit) .
b. With both ends of the conduit open, extend it into the. manure
to the pit door.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tank
a. Make sore the manure has been well mixed or homogenized with a
liquid manure chopper-agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the manure spreader and place.in a bucket.
VE c. '.. Thoroughly mix and empty ]I%Z`pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
- A. Place the sample .for analysis into a flexible or expandable container that.
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.
• r
PSWCD 1
t
1 . Address: Ia. C_ Department of Agriculture �
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: (919) 733-2655
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1 . Total nitrogen (TKN)
2. Ammonia nitrogen (NH N)
'3. Total phosphorus .(Pi
4. Potassium
S. Dry litter samples should also include a total solids (TS analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
. F
ICI I'�
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PSWCD 2
T_ . SAMIPLE COLLECTION
B. Lagoon Liquid
1 . Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 1"0-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi-stage lagoon system collect sample from lagoon that
is going to be irrigated from. ,
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that +
can be sealed. The container should be rinsed clean with water and free
of any residues but,.should not be,�c,hlorinated or treated -in any other way.
Dry litter may also be placed in 4 *s;ealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it. can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then .boxed or packaged with wrapping -paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a--nominal fee of
$q per sample which should be forwarded along with the sample.
1 . Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
:"j: (919) ;33-2655
^ttn: Dr. Ray Campbell
PSWCD 2
F Request that as a +ainiiwrn the following analyses be performed: r
1 . Total nitrogen (TKN)
2. Ammonia nitrogen NH N)
3. Total phosphorus NH
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
I
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4
WASTE UTILIZATION PLAN `
FOR
Dale Brock
Rte. 1, Box 119
Magnolia NC 28453
May 4, 1993
Your animal waste utilization plan has been specifically
developed for your 4760 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that" all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several .factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste and to ensure that, it is applied in an environ-
mentally safe manner. Always apply waste based on the, needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land 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 drift and downwind odor problems.
To maximize the value of the nutrients for crop production. and
reduce the potential. for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.
Your waste utilization plan is based on the fallowing:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
------------------------------------------------
NUMBER OF TONS WASTE. PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
----------- ----------------------
4760 FEEDER TO FINISH 3700 17612
TABLE B. SUMMARY OF CROPS BY FIELD
----------------------------------------
TRACT FIELD SOIL ACRES CROP CROPCODE
--------- ------- ------- ------- ---
3976 1A WoA 4.5 TALL FESCUE PASTURE FE
3976 113 AuB 39 BERMUDAGRASS CONTROL GRAZED BC
-----------------------------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K`
BERMUDAGRASS CONTROL GRAZED AuB 6.5 TONS 260 0 140 - 160
TALL FESCUE PASTURE WoA 4 . 0 TONS 200 10 - 30 20 - 40
_____________ -------- ---
------------------------------------------
* Total phosphate and potash amounts ,should be confirmed with a soil test ~
TABLE D. WASTE MANAGEMENT BY FIELD
------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
-- ----- ----- ---------- ------- ---
3976 lA FE IRRIGATE SWINE 200 0 SEPT--NOV & FEB-APR
3976 ABC IRRIGATE SWINE 1 260 0 APRIL TO OCT
"4
The acres, crops, and application method shown in the preceding tables will
accommodate approximately 4800 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then :
additional acres of land will be needed. A 3 - 15 feet wide permanent :
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: _ - Title
Concurred in by: _ Date
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t
WASTE UTILIZATION PLAN
FOR
Dale Brock
Rte. 1, Box 119
Magnolia NC 28453
May 4, 1993
Your animal waste utilization plan has been specifically
developed for your 20000 TOMS POULTRY operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste ,
utilization plan in order to maximize the fertilizer value ,
of the waste and to ensure that it is applied in an environ-
mentally safe manner. Always apply waste based on the needs
BE of the crop to be grown -and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land 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 drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.
Your waste utilization plan is based on the following:
3
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
------------------------------------------------------------------
4 NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
----------- -----------
20000 TOMS 25 500
TABLE B. SUMMARY OF CROPS BY FIELD
-------------------------------------------------------
TRACT FIELD SOIL ACRES CROP CROPCODE
--------- ------- ------- ------- ------------------------------- --
3976 1 AuB 44.3 CORN CO
3976 2 AuB 4.3 CORN CO
3976 3 AuB 1.1 CORN CO
3976 4 AuB 6.0 CORN CO
3976 5 AuB 5.2 CORN CO
3976 6 AuB 21.3 CORN CO
3979 1 AuB 2.8 CORN CO
3979 2 AuB 26.2 CORN CO
3978 1 AuB 56.4 CORN CO
3977 1 AuB 11.9 CORN CO
3980 1 BnB 4.3 CORN CO
3980 2 BnB 6.4 CORN CO
---------------------------------------------------------------------------- ;
11
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
=---------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
----------------------------- ---- ----- ----- ------- ---------- ----------
CORN AuB 75 BU 93 .75 0 60 - 80
CORN BnB 60 BU 75 0 60 - 80
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
------- ----- ----- ---------- ------- -------- ------- -------------------
3976 1 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3976 2 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3976 3 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3976 4 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3976 5 CO SOIL INC POULTRY 93.75 0 MARCH TO JUNE
3976 6 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3979 1 CO. SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3979 2 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3978 1 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE
3977 1 r,O SOIL INC 'POULTRY 93.75 0 MARCH TO JUNE
3980 1 CO SOIL INC POULTRY 75 0 MARCH TO JUNE
3980 1 2 60 SOIL INC POULTRY 75 0 MARCH TO JUNE
The acres, crops, and application method shown in the preceding tables will
accommodate approximately 20572 . animals of the type shown in Table A.
If more commercial fertilizer is used-than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
a
a
ti
. I
K
a
Prepared by: Title jQ L
Concurred in by: Date
Producer
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NC-ENG-34
U. S. Department of Agriculture
Soil, C�ns�rvutio» Su�v�ce
U File Code: 2I0
- � 0 /
HAZARD CLASSIFICATION DATA SHEET FOR f��
County
Landowner
'--
` Conservation Plan NV_
Community Or Group No. `
Estimated Depth of Water to Top of D t. Length . f Flood Pool Ft'
. .
Date of Field Hazard InveStigation_ '
�
Evoluation by reach of
' flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Kind of :Improvements: of Breach
water Above
Reach: Length- Width: Slope: Land Use Improvements Above :Flood
' Flood Plain
Flood Plain:
2
3
Describe potential potential for loss of life and damage to existing or p robable future downstream
improvements from a sudden breach ,
M;\er f"--
Hazard Classification Classificati0n of Dam b, c1 (See NEM-Part 520'21`
Classification (1, V).
,
Date J ---'--_
"� CT-
Date
Concurred By
NOTE: I. Instructions on reverse Side,
2. Attach additional sheets as needed,
SCS-ENG-536 U. S. DEPARTMENT OF AGRICULTURE
Rev- 5-70 SOIL CONSERVATION SERVICE_
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAIv�iE.�[s��.,. � e arot DISTRICT
DATE_ L4'.2.6 - q i COUNTY ^
S_C.S. PHOTO SHEET NO. - WORK UNIT M
WATERSHED AREA MEASUR£MEN n
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx-scale 311= feet)
Locate reference point?n center line of dam and Identify on sketch.
i
l-
a
�t 0 t? ;•
�goSo.a ` #1 E+ U. 0
t.
3 D }o
SHOWN BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and solllwav borings first-then ponded area and borrow pit borings•separate with Lc tical red line.
(Continued on back where necessary) Show water table elevations on dam-site borings.
SCALE 1 2 3 4 5 : 6' 7 8 9 10 11 11 13 1i 15 16 17 18 19 20 21 22 23
b-f 11 A Sr
2—3 c 111311
11 �G
L.- .t_
I
y— -.c 1 J
C ' `I- IT 1 SC
r tt GL I 12C L - L CG
I
fu-li Ct I Cr_
BORINGS MADE, BY {3'L_kw171 SIGNATURE & 'PI"I'L.E�, 141nt2' _1-'
TYPES OF hAAT ERIAL ENCOUNTERED IN BORINGS
iUsc or.e e` :e.,a below)
UigiFIED CLASSIFICATIONI USDA CLASSIFICATION •
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
G\i-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy"loam '
SP-Poorly graded sands 1-.loam.
SM-Silty sand gl-gravelly. loam
SC-Clayey sands; sand-clay mixtures Si-silt
ML-Silts;silty,V.fine sands;sandy orclayey silt s-il-silt loam
CL-Clays of low to medium plasticity ci-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available E]Yes Q No [Indicate ,here toci,ted on th. sketch or,
rrsxrse std�J
REMARKS:
2. Explain hazards requiring special attention in design fseeaaae.sarfno.-rock etcl \
1 F
GENERAL REMARKS:
V. 25 26 � 27 28 29 30 1 31 32 33 �3411 35 136 1371138 1391140 41 421 43 44 45 46 47 48149 50 51
I I I I i I i I I I f I I
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Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality/
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106=168.7.
Complete incineration according to 02 NCAC 52C .0102.
a D A composting system approved and permitted tij+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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a a Any method which, in the professional opiniongpf 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.
Signature of rarm Owner/Manager Date
Signature of Technical Specialist Date
Swine Farm Waste Management Odor Control Checklist
Source —— Cause
-- — — —— — BMPs to Minimize Odor
Farmstead — — Site Specific Practices
Swine Production ❑ Vegetative or wooded buffers; _
Recommended best management practices;
Good judgement and common sense
Animal body surfaces 0 —
Dirty manure-covered animals 'A Dry floors
FIoor surfaces a Wet manure-covered floors `V
Slotted floors; .—..
Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; —• —
e
Frequent manure removal by flush,pit recharge,or
Partial microbial decomposition scrape;
Ventilation exhaust fans e ❑ Underfloor ventilation
Volatile gases; � Fan maintenance;
—• —Dust Efficient air movement
Indoor surfaces Dust
Waslidown between groups of animals;
❑ Feed additives;
❑ Feed covers;
❑ Feed delivery downspout extenders to feeder
Flush tanks covers
• Agitation of recycled lagoon liquid ❑ Flush tank covers;
while tanks are filling
❑ Extend till to near bottom of tanks with,
Flush alleys --- anti-siphon vents
e Agitation during wastewater ❑
Underfloor Hush with underfloor ventilation
conveyance
Pit recharge points a Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations a Agitation,during sum tank filling
g P 6 O Sump tank covers
and drawdown
AI OC-November 11, 1996,Page 3
Source Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater ❑ Box covers
junction boxes conveyance
i
End of d rinpipes at lagoon • Agitation during wastewater
❑ Extend discharge point ofpipes underneath
conveyance lagoon liquid level
Lagoon surfaces 0Volatile gas emission;
❑ Proper lagoon liquid capacity;
• Biological mixing; -
❑ Correct lagoon startup procedures;
0 Agitation
❑ Minimum surface area-to-volume ratio,
❑ Minimum agitation when purnping;
❑ Mechanical aeration;
Irrigation sprinkler nozzles • Hi ❑ Pn•oven biolo deal additives
gh pressure agitation; ❑ Irrigate on dry days with little or no wind;
• Wind drift ❑ Minimum recommended o eratin
P g pressure;
t ❑ Pump intake near lagoon liquid surface;
❑ Pum from second sta•e la goon
Storage tank or basin • Partial microbial decomposition,
surface ❑ Bottom or midlevel loading;
• Mixing while filling-, ❑ Tank covers,
• Agitation when emptying ❑
Basin surface mats of solids;
❑ Proven biolo ical additives or oxidants
Settling basin surface • Partial nnicrobial decomposition; _
P ❑ Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
• Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge ■ Agitation when spreadi
spreader outlets Volatile gas emissions ng; ❑ Soil injection of slurry/sludges;
•
❑ Wash residual manure from spreader after use;
❑ Proven biological additives br oxidants
Or sludge on field surfaces ry
Uncovered manure,slurry + Volatile gas emissions whileding ❑ Soil injection of slurry/sludges;
❑ Soil incorporation within 43 hrs.;
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biolo ical additives or oxidants
Dead animals ■ Carcass decom position P � ❑ Proper disposition of carcasses
Dead animal disposal pits • Carcass decomposition ❑
Complete covering of carcasses in burial pits;
❑ Proper location/construction of disposal pits
AIvIOC-November 11, 1996,Page 4
Source Cause BMPs to Minimize Odor Site Specific Practices
Incinerators Incomplete combustion O Secondary stack burners
Standing water around * Improper drainage;facilities O Grade and landscape such that water drains away
o
Microbial decomposition of organic from facilities
matter
Mud tracked onto public • Poorly maintained access roads O Farm access road maintenance
roads from farm access
Additional Information:
Swine Manure Management;.0200 RuleBN Available From:
IP Packet —
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU,County Extension Center
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-BAE
Environmental Assurance Program NPPC Manual NCSU-Swine Extension
Options for Managing Odor;a report from the Swine Odor Task Force NC Pork Producers Assoc.
Nuisance Concerns in Animal Manure Management;Odors and Flies;PRO107, 11995 Conference Proceedings NCSU-Agri Communications
g Florida Cooperative Extension
AMOC-November 11, 1996,Page 5
Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters ■ Accumulation of Solids ❑ • Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
❑ Remove bridging of accumulated solids at discharge
Lagoons and Pits 0 Crusted Solids ❑ Maintain lagoons,'settling basins and pits where
pest breeding is apparent to minimize the crusting of
solids to a depth of no more than 6-8 inches over
more than 30%of surface.
Excessive Vegetative a Decaying vegetation ❑ Maintain vegetative control along banks of lagoons
Cn•owth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
Dry Svstwms
Feeders • Feed Spillage ❑ Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
❑ Clean up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues ❑ Reduce moisture accumulation within and around
irmrnediate 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
❑ Il'IFI�tL9.t0n-and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1
Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas. ■ Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O 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.
Dry Manure Handling • Accumulations of animal wastes D Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
or disposal.
O Provide fo adequate drainage around manure
stockpiles.
O hispect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more infomration contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613
i
AMIC- November 11, 1996,Page 2
Murphy-Brown, LLC 6/13/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): ABS Family Farms, Inc.
Farm Name: Dale Atkinson Farm;AWS310086
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 4760
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. 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 crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils,when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution,the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11
This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow.additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,fe,tons,etc.):
Capaci Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gaUyr
Wean to Feeder 191 gal/yr gal/yr
Wean to Finish 776 gaUyr gal/yr
4760 Feeder to Finish 927 gaUyr 4,412,520 gal/yr
Gilts 1015 gaUyr gal/yr
Boars 2959 gaUyr gal/yr
Total 4,412,520 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 Ibstyr Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibstyr
4760 Feeder to Finish 1.67 Ibs/yr 7,949 Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 7,949 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
. Total Irrigated Acreage: 85.818
Total N Required 1st Year: 21636.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops. 21,636.86
Total Nitrogen Produced by Farm: 7,949.20
Nitrogen Balance for Crops: (13,687.66)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 bf 11
Reception Area Specifications
Tract Field/ Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs T❑tal jlrotallbsN
H d Acrea e T -e Code A I Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs NlUnit Residual /Ac Utilized Lbs N/Ac Utilized
_ ..
T3976 FI-1 0.302 Aut ille B Mar-Set 5.5 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175
T3976 71-2 0.604 Autryville B Mar-Set 5.5 36.75 202.125 122.0835 K Se',t-Apr 1 50 50 30.2 252.125 152,2835
T3976 F1-3 0.604 Aut Ilse B Mar-Set 5.5 36.75 202.125 122.0836 K Sept-A r 1 50 50 30.2 252.125 152.2835
T3976 F1-4 0.604 Autn vine B Mar-Sept 5.5 36.75 202.125 122.0835 K -Sept-Apr 1 50 50 30.2 252.125 152.2835
T3976 F1-5 0.604 Aut ville B Mar-Set 5.5 36.75 202.125 122.0835 K Se Pt-Apr 1 50 50 30.2 252.125 152.2835
T3976 F1-6 0.302 Autryville B Mar-Set 5.5 36.75 1 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175
T3976 F1-7 0.56 Autryville B Mar-Sept 5.5 36.75 202.125 113.19 K Sept-Apr 1 50 50 28 252.125 141.19
T3976 F1-8 0.56 Autrvville 8 Mar-Set 5.5 36.75 202.125 113.19 K Se t A r 1 50 50 28 252.125 141.19
T3976 F1-9 0.28 Autrvville B Mar-Sept 5.5 36.75 202.125 56.595 K Sept-Apr 1 50 50 14 252.125 70.595
T3976 F1-10 0.302 Autryville B Mar-Sept 5.5 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 1 76.14175
T3976 F1-11 0.604 Aut vine B Mar-Set 5.5 36.75 202.125 122.0836 K Sept A r 1 50 50 30.2 252.125 152.2835
T3976 F1-12 0.302 1 Autryville B Mar-Set 5.6 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175
P
3976 F2-1 2.25 Autryvilla B Mlar--Sept 5.5 36.75 202.125 454.7813 K Sept-Apr 1 50 50 112.5 252.125 667.2813
3976 F2-2 2.01 Autryville B Mar-Set 5.5 36.75 202.125 406.2713 K Sept-Apr 1 50 50 100.5 252.126 506.7713
3976 F2-7 2.03 Aut ville B Mar-Set 5.5 36.75 202.125 410.3138 K Sept-Apr 1 50 50 101.5 252.125 511.8138
3976 F2-PI 48.19 Aut vole B Mar-Sept 5.5 36.75 202.125 9740.404 K Sept-A r 1 50 50 2409.5 252.125 12149.9
T3976 Sub 1 2.17 Aut villa B Nlar-Set 5.5 36.75 202.126 438.6113 K Sept-Apr 1 50 50 108.5 252.125 547.1113
T3976 Sub 2 23.54 Aut ville B Nlar-Sept 5.5 36.75 202,125 4758.023 K Sept-Apr 1 50 50 1177 252.125 5935.023
Totals: 45.82 17345.88 4290.9 21B18.88
3(a)of 11
Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage e Code A I Yield We N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual Me Utilized Lbs N/Ac Utilized
Totals: 0 0 0 0
3(b)of 11
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed
throe-h-razing hay,and/or cidane. Where grazing rninn+c chradri ha nrn7arl when fhav
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc, is to be removed for hay or silage,care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
4760 Feeder to Finish 0.34 1618.4
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1618.4 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 8092 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 26 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 64.736 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11
Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
T3976 F1-1 Autryville B 0.6 1
T3976 F1-2 Autryville B 0.6 1
T3976 F1-3 Autryville B 0.6 1
T3976 F1-4 Autryville -B 0.6 1
T3976 F1-5 Autryville B 0.6 1
T3976 F1-6 Autryville B 0.6 1
T3976 F1-7 Autryville B 0.6 1
T3976 171-8 Autryville B 0.6 1
T3976 F1-9 Autryville B 0.6 1
T3976 F1-10 Autryville B 0.6 1
T3976 F1-11 Autryville B 0.6 1
T3976 F1-12 Autryville B 0.6 1
T3976 F2-1 Autryville B 0.6 1
T3976 172-2 Autryville B 0.6 1
T3976 F2-7 Autryville B 0.6 1
T3976 F2-131 Autryville B 0.6 1
T3976 Sub 1 Autryville B 0.6 1
T3976 Sub 2 Autryville B 0.6 1
r
6of11
Additional Comments:
This plan revised to reflect the addition of a center pivot, a crop change to all
bermuda and overseed, and to update the production and application rates to
the current rates as listed on the NCSU Nutrient Management website.
The subfields are optional.
NOTE: Field 2 is made up of the previous fields 2, AW1,AW2 and AW3.
Fields AW1,AW2 and AW3 are currently in row crops and are planned to be
converted to hybrid bermuda in 2017. These fields and crops may be
applied to according to the previous NUP throughout the current crop season.
A map showing the fields and acreages is included to aid in calculating
amounts applied to each crop.
7of11
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Dale Atkinson Farm;AWS310086
Owner: ABS Family Farms, Inc.
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system,or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: ABS Family Farms, Inc.
Signature:
ai4a'�-j Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: (910)293-3434
Signature: merit. X -
Date
8 of 11
c NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland.When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
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
surface is frozen.
9of11
` NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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.
15 Animal waste shall not be discharged into surface waters,drainageways,or wetlands by 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.
10 of 11
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion,leakage,or discharge.
18 If animal production at the facility is to be suspended or terminated,the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns,leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However,if animal waste is used on crops for direct human consumption,it should
only be applied pre-plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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 soil 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 a
minimum of five years.
23 ' Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11
am i! Farms, Inc* H Acres
� Solid Sets 1 0.302
ABS
F
Dais Atkisson Farm 4 o�a4
4 0.604
AWS310086 5 0*560
.604
6 0.302
7 0.560
8 0.580
9 0.280
Total Field 2 = 78.02 Ac. 10 0.302
Wetted = 54.48 Ac. 11 0.604
Sub 2 = 23.54 Ac. _12� 0.302_
Total 5.63
Waterways
7 Pulls 1 2.25
2 2.01
I 7 2.03
Total 6.29
I
2 l Pivot Pivot 1 48.19
I
Wetted Total 60.11
it
10 9 Waterway
1
�6
6
75
Hog
Houses 2
Pivot 1 Lagoon
37.46 Ac. w/o End Gun
l
48.19 Ac. w/End Gun Total Field 1 = 7.80 Ac.
End Gun Run Time-94% (Solid Sets)
Wetted = 5.63 Ac.
Sub 1 = 2.17 Ac.
Wells
w/loop offsets
ecifications: Solid Sets N
gffi�
Nelson 100 Part Circle Big Gun � gr1Y�
w/1.812" Nozzle ® 50 PSI
100 GPM: 230' WD ju
Specifications: Pulls '�� r fy��
3 IrNrfr Specifications:
Traveler G
w/Nelson 150 Big-Gun w O
w/1.08" Nozzle @ 60 PSI
182 GPM; 300' WD ��
Specifications: Pivot !U' a 1002919 e
Valley Standard Pivot 7000 'D6SIGt4'e:
720.7' Machine Length
102.7' End Gun Radius ��04�$.'�'��
�{ ® 51 PSI; 500 GPM
j (379.3 GPM Machine + 120.7 GPM End Gun)
ABS Family Forms, Inc. lay�9 Acres
Solid Sets 1 0.302
2 0.604
3 0.604
Dale Atkinson Farm 4 0.604
AWS31 00M 5 0.604
6 0.302
7 0.560
� 8 060
soft 1 f
9 0.260
Total Field 2 = 33.21 Ac. 10 0,302
(Previously Pulls 1-8) 11 0.604
12 0.302
Total 5.63
Waterways
7 Pulls 1 2.25
2 2.01
I 7 2.03
Total 6.29
I
2 1 Pivot Pivot 1 48.19
Total Field AW3 = 18.20 Ac. I Wetted Total 60.11
11
10 Waterway
1
3 17.14 Ac Bermuda s
� s
75
�4
10.54 Ac. Corn 2.46 Ac.
Bermuda Hog
Houses 2
Lagoon
1
/ Total Field 1 7.80 Ac.
3.24 Ac. Bermuda
(Solid Sets)
1.27 Ac. Corn nn
r �
5.71 Ac. Soybeans 7.83 Ac. Soybeans Wells
w/tOD'oifeate
Total Field AW2 = 7.81 Ac.
~�Total Field AW1 = 18.80 Ac. Y' ` 002919 e
P QFS1GN�tz
ABS Family Farms, Inc. smla seta 1 Acres
a.3oz
Dale Atkinson Farm 4 0604
A%"31 001M 8 0.302
7 0.560
8 0:580
9 0.230
Total Field 2 • 33.21 An. 10 0,302
(Previously Pulls 1-8) 11 0.604
12 0.302
Total
Waterways
7 Pulls 1 2.25
2 2.01
7 2.03
Total 6.29
1
I 2 1 Pivot Pivot 1 48.19
Total Field AW3.R 18.20 An. I
Wetted Total a .
11.
10 Waterway
7 3 17.14 An Bermuda
8
10.64 An. Corn 2.46 An. Y
Bermuda Hog 3
Houses fi�2
Lagoon
s
3.24 Ao. Bermuda Total(Solid Sete) 7.90 An.
1.27 Aa. Conn
5.71 An. Soybeans 7.83 An. Soybeans ww"i`ao,wwt■
r-
Total Field AW2 7.81 An.
o �
Total Field AM 18.00 Ao. 4 �00'29 a
�SlGN�•
o
Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
El F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
2_�D Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
1:1 El NC Department of Agriculture &Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
El 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).
aMass 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.
Signature( � 1
of Farm O`wner/ ager Date
, Z1\\ - e 3- - tl)
Signature of Technical Speclall's Date