HomeMy WebLinkAbout740038_Permit Renewal Application 2019_20190410State 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 Perrnittee.
1. Farm Number: 74-0038 Certificate Of Coverage Number:
2. Facility Name: Sam Worthington Farm
3. Landowner's Name (same as on the Waste Management Plan): Randall Spain
4. Landowner's Mailing Address: 1131 Galloway Rd
City: Grimesland State: NC
Telephone Number: 252-758-8088 Ext. E-mail:
5. Facility's Physical Address: NC Hwy 33 E
City: Grimesland State:
6. County where Facility is located: Pitt
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Randall Spain
11. Lessee's Name (if there is not a Lessee, write "None"):
NC
Billy Joe Mills
252-341-2452 Ext.
Murphy -Brown LLC
Phone No.: 252-758-8088
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Finish 3,099
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow 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
AWS740038
Zip: 27837-9127
Zip: 27837
OIC #: 19769
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other
13, Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
7/9/1997
84,071.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), 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: & t d c, ff 4 = � Title: bi/v t/�
_ o, Signature: 4ry Date: 3 " / 9 V —1
Name:
Signature:
Title:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9100
E-mail: 2019PermitRenewal@ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019
ROY COOPER
Gover)lor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Vinylor
NORTH CAROLINA,
Environmental Quality
February 27, 2019
Randall Spain
Sam Worthington Farm
1131 Galloway Rd
Grimesland, NC 27837-9127
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9100
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The a,.gplication form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on wage 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,
A �I- - --
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Pitt County Soil and Water Conservation District
AFOG Section Central Files - AWS740038
Murphy -Brown LLC
qm
Swine Farm Waste Management Odor Control Checklist
finnrrP Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production UVegetative or wooded buffers
M Recommended best management practices
Good judgment and common sense
Animal body • Dirty manure -covered ry floors
surfaces animals
Floor surfaces • Wet manure -covered floors EY81otted floors
0,-Cterers located over slotted floors
O Feeders at high end of solid floors
M-'Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases ;CT'F
aintenance
fans • Dust air movement
Indoor surfaces • Dust
Flush tanks Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys Agitation during wastewater
conveyance
AMOC - November 11, 1996, page 1
W4§hdown between groups of animals
Feed additives
0 Fee er covers
Pleed delivery downspout extenders to feeder
covers
0 Flush tank covers
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Pit recharge points
•
Agitation of recycled lagoon
0
Extend recharge lines to near bottom of pits with
liquid while pits are filling
anti -siphon vents
Lift stations
•
Agitation during sump tank
O
Sump tank covers
filling and drawdown
Outside drain
•
Agitation during wastewater
O
Box covers
collection or junction
conveyance
boxes
End of drainpipes
•
Agitation during wastewater
0
Extend discharge point of pipes underneath
at lagoon
conveyance
la oon liquid level
Lagoon surfaces
•
Volatile gas emissions
er lagoon liquid capacity
�;_CCrZorrect
•
Biological mixing
lagoon startup procedures
•
Agitation
0
Minimum surface area -to -volume ratio
0
Minimum agitation when pumping
0
Mechanical aeration
en biological additives
Irrigation sprinkler
•
High pressure agitation
in to on dry days with little or no wind
nozzles
•
Wind driftL.
0,--'Minimum
recommended operating pressure
0
Pump intake near lagoon liquid surface
0
Pump from second -stage lagoon
Storage tank or
•
Partial microbial
0
Bottom or midlevel loading
basin surface
decomposition
O
Tank covers
•
Mixing while filling
0
Basin surface mats of solids
•
Agitation when emptying
0
Proven biological additives or oxidants
AMOC - November 11, 1996, page 2
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial O Extend drainpipe outlets underneath liquid level
decomposition D Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
• Agitation when spreading
O
Soil injection of slurry/sludges
sludge spreader
. Volatile gas emissions
O
Wash residual manure from spreader after use
outlets
O
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
O
Soil injection of slurry/sludges
slurry, or sludge on
drying
O
Soil incorporation within 48 hours
field surfaces
O
Spread in thin uniform layers for rapid drying
O Pren biological additives or oxidants
Dead animals • Carcass decomposition roper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits
pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
gtandin water • Improper drainage 0 Grade and landscape such that water drains away
around facilities • Microbial decomposition of from facilities
,organic matter
Manure tracked onto • Poorly maintained access Qi' Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine
Extension
N.C. Pork
Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4
Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
P'Trispect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal
liminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
acc mutated solids as needed)
Dry manure handling Accumulations of animal
emove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
19ad application or disposal
rovide for adequate drainage around manure
st kpiles
nspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Svstems
Flush gutters Accumulation of solids
0' Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
signed
Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids
aintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative Decaying vegetation
tKMaintain vegetative control along banks of
growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Svstems
Feeders Feed spillage Or Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
ecumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1
FliMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) `i19 _ 8C�
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD) �`i • �C' t,-� `iU%
Natural Resources Conservation Service (NRCS) `l1`i `7L,
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016
2) local SWCD office, phone number.
3) local NRCS office, phone number:�'�_-- -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
,� {...ie `G�-" w;
a. Contractors Name:. A� -7'�''7
b. Contractors Address: 1"
c. Contractors Phone:
6. Contact: the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
6
a. Name:�-
b. Phone: N
es to rectify
7. Implement procedures as advised by DWR and technicalna4ement lantance lt t keep problems
the damage, repair the system, and reassess the waste ma P
with release of wastes from happening again.
3 November 23, 2016
Version —November 26, 2016
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
L1 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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
11 Rendering at a rendering plant licensed under G.S. 106-168.7.
oComplete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
F-1 El Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549,70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
21 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
ations This plan outlines farm -specific mortality man -
also recommended for all animal opere NCDA&CS Veterinary Division sup
agement methods to be used for mass mortality. Th
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).
ergency, the State Veterinarian may enact
• In the event of imminent threat of a disease em
additional temporary procedures or measures for disposal according to G.S. 106 399.4.
t
Sign ure of Farm /Manager
Date
1
Date
i tture o T hnical Specialist
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Parcel:
W,o,e Infu:
Physical Address:
VC 32
OW"er Name-
S-A.'I
0%nerAcidressi:
SC 13 SLACK. _A--K SIMPSON
RID
Monday, Mar 18,2019 10:41 AM
THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME
"-OUNTY
TODAYS DATE
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =======>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION ==========>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 9.1
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES
Permanent Volume Required 490406.4
Permanent Volume Provided 491318.3
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
i.e. pumpout pond & other outside area)
1.,ENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY ====>
EXCESS RAINFALL ABOVE EVAPORATION =====>
25YR/24HR STORM RAINFALL
FREEBOARD
Temporary Storage Volume 216820.4
Top of Dam Elevation =
Inside Dimensions of Lagoon at
Length = 436.6 feet Width
Begin Pumping Elevation =
Stop Pumping Elevation =
Sam Worthington, Jr.
PITT COUNTY, NORTH CAROLINA
July 9,1997
1000 FEET
0
2640
0
0
0
1.0
4.7 YEARS
412.0
FEET
167.0
FEET
50.1
FEET
48.0
FEET
41.0
FEET
feet
3.0:1
cubic feet
cubic feet
0 SQUARE FEET
180
DAYS
0
GALLONS
11.8
INCHES
7.0
INCHES
1.0
FEET
cubic feet
54.2 feet
Top of Dam
191.6 feet
52.5 feet
50.1 feet
1. STEADY STATE LIVE WEIGHT
0
head
weanling
to feeder
x 30 lbs. =
0
lbs
2640
head
feeder
to
finishing
x 135 lbs. =
356400
lbs
0
sows
farrow
to
weanling
x 433 lbs. =
0
lbs
0
sows
farrow
to
feeder x
522 lbs. =
0
lbs
0
sows
farrow
to
finish x
1417 lbs. =
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 356400 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 4.7
Sludge Volume = 134006.4 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 490406.4 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 50.1 feet
Construct lagoon bottom elevation 41.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 9.1
AREA OF TOP
LENGTH * WIDTH =
412.0 167.0
AREA OF BOTTOM
Lb * Wb =
357.4 112.4
AREA OF MIDSECTION
(Lm * Wm) _
384.7 139.7
68804.0 (AREA OF TOP)
40171.8 (AREA OF BOTTOM)
53742.6 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68804.0 214970.4 40171.8 1.517
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 491318.3 CU. FT.
VOLUME NEEDED = 490406.4 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 412.0 FEET LONG BY 167.0 FEET WIDE
5. DIKE
Place spoil as a continuous dike to elevation 54.2 feet.
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
436.6 191.6 83652 square feet
Additional Drainage Area
0 square feet
TOTAL DA 83652 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 356400 SSLW * 0.01 gallon/lb. SSLW/day * 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 85764.7 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 11.8 inches
Volume = 11.8 inches * DA / 12 inches per foot
Volume = 82258.4 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 48797.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 85764.7 cubic feet
6B. 0.0 cubic feet
6C. 82258.4 cubic feet
6D. 48797.3 cubic feet
TOTAL TEMPORARY STORAGE 216820.4 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon.
216820 cu. ft. / 68804 sq. ft.
Depth required =
Depth required = 3.2 feet
Normal lagoon liquid elevation = 50.1 feet
Depth required = 3.2 feet
Freeboard = 1.0 feet
Top of Dam = 54.2 feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 54.2
ARE 436.6 FEET BY 191.6 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 85764.7 cubic feet
6B. 0.0 cubic feet
6C. 82258.4 cubic feet
TOTAL PUMPED VOLUME = 168023.0 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 168023.0 cu. ft. / 68804 sq. ft.
Depth required = 2.4 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Randy Spain
Randy Spain
3004 Black Jack Simpson Rd
Greenville, NC 27848
252-758-8088
03-25-2019
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11155
Kinston, NC 28504
252-527-2191 _
Developer- ig ture
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved
Techn p� p li ignaur Date
Preview Database Version 4.1 Date Printed: 03-25-2019 Cover Page 1
RE VISED ADDEND UM TO WASTE UTILIZA TION PLAN
FACILITY NUMBER: 74-38
FARM NAME: Randy Spain —Sam Worthington Farm
OWNER NAME: Randy Spain
FACILITY TYPE: 3,099 Wean to Finish
This addendum should be incorporated into the existing Nutrient
Management Plan created by Elizabeth Cooper of Pitt Soil and Water on
11/1/201:3. The waste plan designates Tract 2667 Field 3 to be used for
Corn/Wheat/Soybean rotation; however, it is Hybrid Bermuda Pasture/Small
Grain Overseed with agronomic rates of 1741bs for Bermuda Pasture and 50
lbs for Small Grain. Also, Tract 2667 Field I & J is designated to be used
for Fescue Pasture; however, it is also Hybrid Bermuda Pasture/Small Grain
Overseed with agronomic rates of 174lbs for Bermuda Pasture and 50 lbs
for Small Grain.
IF ACCEPTED BY DWQ THIS ADDENDUM WILL BE ATTACHED TO THE
EXISTING WASTE UTILIZATION PLAN AND FOLLOWED.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS
WHEN USED. MR. SPAIN INTENDS TO APPLY SWINE WASTE IN
ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE
HYDRAULIC LOADING OF THE SOILS.
5/26i
`BONNIE GOKENNE
TECHNICAL SPECIALIST
Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S75
Swine Wean -Finish Lagoon Liquid waste generated 2,404,824 gals/year by a 3,099
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4335
Incorporated
5202
Injected
5202
Irrigated
4335
Max, Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,335
6595
-2,260
3,659,018
-1,254,194
Year 2
4,335
7112
-2,777
3,945,618
-1,540,794
Note: In source ID, S means standard source, U means user defined sow-ce.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
427815 Database Version 4.1 Date Printed: 1 1-01-2013 Source Page Page 1 of I
Narrative
Field #2 and 3 will be land applied with honey wagon. All other fields will utilize a soild set irrigation
system to apply the waste to coastal bermuda fields.
Small grain overseed crop should be removed by May 1 st to prevent it from shading out the bermuda. If a
chemical burndown is used prior to April 7th then the application rate will be reduced to 30 pounds for
the overseed crop.
An amamal wasteland application setback sheet has been inserted. These setbacks should be followed
when applying waste with honeywagon
427815 Database Version 4.1 Date Printed: 1 1-01-2013 Narrative Page Page 1 of 1
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
Iso provided for each crop, as well as the crop's P205 Removal Rate. The Leaching index (Li) and the Phosphorous Loss Assessment
Fool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planners C'rnns Sumrnary
- -
-
-
P205
Total
Useable
Plat
Removal
Applied
Tract
Field
Acres
Acres
Rating
I I
Soil Series
Crop Sequence
RYE
(Ibs/acre)
(lbs/acre)
2667
2
7.00
7.00
Low
N/A
Exnnl
Hybrid Berunidagrass Flay
6.5 Tons
80
N/A
Small Grain Overseed
I.0 Tons
15
N/A
2667
3
7.00
7.00
Low
N/A
Craven
Corn, Grain L� k; ''
1 15 bu.
51
N/A
Wheat, Grain
60 bu-
30
N/A
Soybeans, Manured, Double Crop
34 bu.
27
N/A
2667
A
1.42
1.42
Medium
N/A
Exunl
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bernudagrass Pasture
6.5 Tons
8
N/A
7667
B
1.48
1.48
Low
N/A
Exwn
Small Grain Overseed
LOTous
15
N/A
Hybrid Bermudagrass Pasture
6.5 '1 oils
8
N/A
2667
C
1.72
1.72
Medium
N/A
Exunl
Small Grain Overseed
1.0 Tons
15
N/A
Flybrid Bermudagrass Pasture
6.5 Tons
8
N/A
2667
D
1.37
1.37
Medium
N/A
Exum
Snlall Grain Overseed
I.0 "1 oils
15
N/A
Hybrid Bermudagrass Pasture
6.5 Tons
8
N/A
2667
E
1.42
1.42
Low
N/A
Craven
Small Grain Overseed
1.0 Tons
1 5
N/A
Hybrid Bermudagrass Pasture
5.5 Tons
7
N/A
2667
F
1.89
1.89
Low
N/A
Exum
Small Grain Overseed
1.0'Tons
15
N/A
Hybrid Bernnidagrass Pasture
6.5 Tons
8
N/A
2667
G
1.56
1.56
Low
N/A
Exum
Small Grain Overseed
LO Tons
15
N/A
Hybrid Bermudagrass Pasture
6.5 Ions
R
N/A
2667
H
1.53
1.53
Low
N/A
Craven
Small Grain Overseed
1.0 I oils
15
N/A
Hybrid Bermudagrass Pasture
5.5 Tons
7
N/A
7667
I
1.38
1.38
Low
N/A
Craven
Fescue Pasture �
3.S Tons
6
N/A
2667
I
1 331
1.331
Low
N/A
Craven
Fescue Pasture
3S Tons
6
N/A
PLAN TOTALS: 29.10 29.10
427815 Database Version 4.1 Date Printed 11/1/2013
PCS Page Page I oft
NOTE: Symbol * means user entered data.
�— z &1 nutrient leaching below the root zone.
10
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examp
> 10 are Cover Crops (340) to scavenge nutrients. Sod -Based Rotations (328), Long -Term No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391 ).
PLAT lades
Rating
P Alanogement Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
j High
Application limited to crop P removal
> 100
Very high
Starter P application only
427815 Database Version 4.1 Date Printed I1/1/2013
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2
OPERATION & ONCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure: 2-1) to allow for winter storage. Every effort should be made to
rtsaintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not Ieave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are- the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste,
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Wet Pipes, Recycling Pipes, and Overflow Pipes ---look for.
1. separation of joints
2. cracks or breaks
3. ' accumulation of salts or minerals
4. overall condition of pipes
Lagoon surface --look for:
1. undesirable vegetative growth
2_ floating or lodged debris
Embankment --look for: a or Mug," holes
1. settlement, cracking, s or bulges
2. side slope stability --slump g
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to ��y Weition caused e lagoon darn•
winds. These wages can erode the lagoon sidewalls, caused b wave action_ If
A good stand of vegetation will reduce the potential damageY
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts..
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. .Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by <in appropnate technical expert.
Transfer Pumps —check; for proper operation of:
1. recycling pumps
2. irrigation pumps
or
Check for leaks, amount of vibrationand ,tmay indicate thaterall pump thethe pump is in nneeunusually
d or repair epagrinding
noise, or a a
repkacement
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your -pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the tune
to think about swilching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also• You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
corning from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly- It is advisable to inspect your syste�-n
during or immediately following a heavy rain. If technical assistance is needed to
det=m=e proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea. of how much your lagoon level will rise with a certain rainfall amotmt
(you must also be recording your rainiail for this to work). Knowing this should help in
planning iaxigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. InImediately after construction establish a complete sod cover on bare soil
suxfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode Lining or. bank slopes_
3. Dniinpipes into the Lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial,
filling or another means or slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather-).
j. It :is recommended that a new lagoon be seeded with sludge from a healthy
worldng swine lagoon in the amount of 0.25 percent of the full.lagoon
liquid volume. This seedina should occour at least two weeks prior to the
addition of wastewater.
6. l�iaintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon iiaaU
pH: is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions our for prolonged periods, especially during the warm
season.
Loading-.
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained -
and recharged each day, also work well.
Practice water conservation ---minimize building water usage and
spillage from leaking waierers, broken pipes and washdown through
proper maintenance and water conservation.
Njuurnize feed wastage and spillage by keeping feelers adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
m.:tumum liquid level and the maximum liquid.leve-v (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the lane summer/early fall to provide maximum lagoon
swine for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or -vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon_
Fret3uently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges
Do not allow trees or large bushes to grow on lagoon dam or embankment
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If ai mal production is to be terminated, the owneris responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
proper lagoon sizing
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
rrfininuzsng feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
mquire more land to properly use the nutrients.
Removal techniques:
Flare a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agimtor impeller
pump through large -bore spriaUc er irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
farageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper pan of lagoon by irrigation onto nearby cropland or
foiageland; dredge sludge from lagoon with dragiine or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drains bark
into lagoon; allow sludge to dewater, haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the: method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. Then
e sludge will contain differt
nutrient and metal values from the liquid. The application of the sludge to fields will be:
limited by these nutrients as well as any previous waste applications to that field and crop
requirement Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon Inner remains
intact.. If you sr:: soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without Brier injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and.heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion- Note that if the sludge is applied to fields with very high soil -test phosphores, it
should. be applied only at rates equal to the crop removal of phosphorus_ As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
possible Causes Of Lagoon Failure
Lagoon failures -r�:sult in the unplanned discharge of wastewater from the structure.
through the bottom or sides, overtopping, and breach of the
of failures includes leakagethe owner has the responsibility for
darn. Assuming proper design and construction, non failures include:
ensuring structw-e safety. Items which may lead to lag
Modification of the lagoon strucwre—an maple is the placement of a pipe
in the dam without proper design and constr=on. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels -are a safety list
. Failure to inspect and maintain the darn.
Excess surface water flowing into the lagoon.
Liner integrity --protect from inlerpipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water -will soon cause
gullies to form its the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
lush Guttars Accumulation of solids ( Rush system is designed and operated
sufficiendy to remove accumulated
*oilwds from guitars as designed.
(0 Remove bridging of accumulated solids at
discharge
agoons and Pits Crusted Solids i 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.
zcessive Vegetative Decaying vegetation ( Maintain vegetative control along banks of
ro wth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
Wong water's edge on impoundment's perimeter.
(Dry Systems)
!eders Feed 'Spillage ( ) Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 1 S-30 day interval during wirttar).
.orage Accumulations of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
mal Holding Areas Accumulations of animal wastes ( ) Siminata low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(.e, inspect for and remove or break up accumulated
solids as needed).
rmbar 11. 1996
r Manure Handling Acwmulations of animal wastes i) Remove spillago on a routine basis (e.g. 7-10 day
ystems interval during summer, 15-30 days interval during
winter) whore manure is loaded for land app4cation
or disposal.
() Provide for adequate drainage around manure staff
(} Inspect for and remove or break up accunv-fated wast)—
in.filter stripes around stocicnilas and manure handLTIQ
areas as needed.
he issues checked O pertain to this operation. The landownerAntegrator agrees to use sound }udgrnem in applying
sect control measures .as practical.
certify the aforementioned insect corrtrol Besr Management Practices have been reviewed with me_
more information cantact-the Cooperative Extension Service, Department of Entomology, Box 7613,.North Carolina State University. Raleigh, NC
95-7613.
C—November 11, 1996