310834_HISTORICAL_20171231

NUH I H LAHULINA
Department of Environmental Quaff

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Huffha Farms. Inc.
1.2 Print Land Owner's name: Huftgm Farms
1.3 Mailing address: 2§42 NC Ho 903 South.
City, State. Magnolia, NC Zip: 24451
Telephone number (include area code): ( Ml0) 289 - 2846
1.4 Physical address: 352_Ruffman Rd.
City, State: Rose Hill zip: 2HU
Telephone number (include area code): ( )
1.5 County where facility is located: JhqAin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): SR 1126,352_ Huffman _Rd
Rose Hill
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's I Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: 1996 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 31-834
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals"
should be the maximum number for which the waste
management structures were designed.
in No. of Animals
Tyne of Poultry No.
of Animals 'hTe of Cattle No. of Animals
can to Feeder 5200
❑ Layer
❑ Beef Brood Cow
❑ Feeder to Finish
❑ Non -Layer
❑ Beef Feeder
❑ Farrow to Wean (# sow)
❑ Turkey
❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow)
❑ Turkey Poults
❑ Dairy Calf
❑ Farrow to Finish (# sow)
❑ Dairy Heifer
❑ Wean to Finish (# sow)
❑ Dry Cow
❑ Gilts
❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
No. of Animals:
ECEIVE
FORM: AWO-STATE-G-E 1/10/06 SEP a 3 2014 Page 1 of 5
BY:

a
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 1QL0 Required Acreage (as listed in the CAWMP): ,1LU
2.4 Number of lagoons: 2 Total Capacity (cubic feet): 279 396Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? ©E or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or ®O (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or ® (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
ADulicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CA WM P, it must be completed prior to submittal of a permit application for
animal waste operations.
'bite CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. AAPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowle ge. 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 a as incomplete.
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Ownar)
1,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items I through 6
completed, to the appropriate Division of Water Resources Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map Into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering rtrm:
Telephone number: (
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management systen} and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

DIVISION OF WATER RESOURCES REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, ,Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 on-Salem
Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance. Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davic
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Cuirituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln '
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
'Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Dupl in
FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5

Producer: 1A,4 - �- Ox w, A ups c, r e. 5
Location: 5 R 11 A (o
Telephone:61 oa-s9 - a 15`3
Type Operation: lwca n4c. c A e_r -
4.
Number of Animals: O C)
(Design Capacity)
The waste from your animal facility must be land applied -at a specified rate to prevent
pollution ofsurface 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
maxa ze the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than, the crop
can utilize. Soil types are important as they have different infiltration Fates, leapwng
potentials, cation exchange capacities, and available water holding capacities- Normally
waste shall not be applied to land eroding at greater than S tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per scre•per
year. 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 DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximi the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with t SA
NCAC 2H.0217 adopted by the Environmental Management Commission.

Amount of Waste roduced Per Year allons 3 tons etc.
'�� animals X, Uamt.) waste/animallyear =aL4-(amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5Manimals X,glbs. PAN/mn mal/year =anti lbs. PAN/year. (PAN from N. C. Tech.
Guide-Std. 633)
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.
The following acreage wilt be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil - . Crop Lbs. N Acres . Lbs. N Month of
# No. Per Ac. * Utilized Application
aMMM
�r�■r�����rr��■�
* This N is from animal waste only. If nutrients from other sources such as commercial
fertiliser are applied, they must be accounted for. lY must be based onmust be on realistic yield
ex ectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting fire N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorih Carolina to have a nutrient management plan that addresses
all nulrlenls. This plan only addresses Nitrogen,

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract' Field Soil Crop U& N Acres Lbs. N Month of
* See footnote for Table I.
p. Per Ac. Utilized �s
Totals from above Tables
Acres Lbs. N
Utilized
Table l
Table 2
Total
Amount of N
Surplus. o<E(
to•t7
at�oo
Produced
fiCit
A y9 6
10
NOTE: 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.
3

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: NuffhamFarnis,_Inc.
1.2 Print Land Owner's name: Huffham Farms. Inc
1.3 Mailing address: 2649 NC Hwy 903 South.
City, State: Magnolia, NC Zip: 28453
Telephone number (include area code): (91() 22,9_ -
1.4 Physical address: 352 Huffman Rd.
City, State: Rose Hill Zip: 28. 458
Telephone number (include area code): ( )
1.5 County where facility is located: Du
plin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): SSR1126 352 Huffman Rd
Rose Hill
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: 1996 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 31-834
2.2 Operation Description-
- Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
TypepfSwine No. of Animals Type of Poultry No. of Animals J)Te of Ca ttit No. of Animals
can to Feeder 5200 Cl Layer ❑ Beef Brood Cow
❑ Feeder to Finish ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
Farrow to Finish (# sow) ❑ Dairy Heifer
❑ Wean to Finish (# sow) ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 10.00 Required Acreage (as listed in the CA WMP). 10.00
2.4 Number of lagoons: 2 Total Capacity (cubic feet): 279,396Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet); Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? © or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or ® (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or j4i� (circle one)
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. .
Avrilicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of die
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations. , ilt--,
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which Waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
118 The waste application windows for every crop utilized in the WUP
3,3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3. l2 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.1 S Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CA WMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. MPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for --'� (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1-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 a as incomplete. r�
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal-wmte management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items I through 6
completed, to the appropriate Division of Water Resources Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by 1 I" copy of the portion of 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

DIVISION OF WATER RESOURCES REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Aiamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
lredell
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5

Producer: �A'�- N - o., ! V u%e5 G r "C. S
Location: 5 R 11 A G , 0"'f • �'' Cd
Telephone-6 i 0a` cl - a i 5S
Type Operation: Wcq n
..
Number of Animals: 5',Od
(Design Capacity)
The waste from your animal facility 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 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 pin in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can. utilize. Soil types are important as they have different infiltration rates, leaping
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With .
special precautions, waste may be applied to land eroding at up to 10 tons per acre, per
year. 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 DEM rcgn*tions. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
�" NCAC 2RO217 adopted by the Environmental Management Commission,

mount o Waste Produced Per Year(gallons t3 tons etc.
151Q—D animals XUamt.) waste/aninaal/year =aL'jEjamt.) waste/year.
Amount of PIant Available Nitrogen (PAN) Produced Per Year
5aMauimals X,Albs. PAN/animal/year =&I lbs. PAN/year. (PAN from N. C. Tech.
Guide,4&d. 633)
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.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Sail Crop Lbs. N Acres . Lbs. N Month of
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must he based on realistic yield
expectation.
NO The applicator is cautioned that P and K may be over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmer's in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract" Field Soil Crap Lbs. N Acres Lbs. N Month of
* See footnote jar Table].
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N
Surplus. otE(
fo U
R)1O
a(000
Produced
Ccit
LAq 6
I o
NOTE. 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.
3

,q, " P �� � a � p e � 't•
See attached map showing the felds to be used for floe utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount in.
LEM K5
THIS TABLE IS NOT NM)HD iF WASrE I5 NOT BEING APPLIED BY• 13MOATION, HOWRVERA M IILAR TABLE WILL
BE NNDHD FOR DRY LLITER OR SLURRY.
Your facility is designed for-LU)-days of temporary storage and the temporary storage
must be removed -on the average of once every to MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation ce SqV e..5
Call the local Natural Xesources Conservation Service (formerly Soil Consermlion
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior tor applying the waste.

.,-�''t .e.�Rei�i ��JA ` �t . d�k£���.•.L�`R
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: p.•w`
Owner/Manager Agreement
I (we) understand 'and will follow and implement the specification and the operation'and
maintenance procedures established in the approved animal waste utilization plan £or tl e
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will, regw're a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stockgd. I (we) also understand that there must be uo'discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than'the 25-year, ,24-hour storm. - The approved plan will be filed on -site, at the
£arm office and at the office .of the local Soil and Water Conservation District and will be•
available for review by DEM upon request
. ry
u r
Name of Fa oility Owner:
(Please print)
signature: Dater
Name ofManager(I£ different from owner):
Signature: Date: 1.21 �� i
Name of Technical Specialist: (Please print)
Affiliation: Fo, LFa
Address (Agency): ©X 9
Signature:
8
Date:

a
I
IN
4 luw: i
AM&

P.
"`7
yl: I o
LAJ O-P
�ja y'- I ('}q
AuFF h00--) qkrn/As
�EGEIVED
APR 2 0 2007
`OA
Y1G
V �

P•2
Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
910.271.0460
11, 2007
Jiff Usher
;ase find the enclosed Sludge Surveys you requested from Rainman Environmental,
,C. We appreciate your trust and thank you for allowing us to help you meet the needs
your farm.
on the information collected during your sludge survey, you will not•need to
t a sludge management plan to the Division of Water Quality for any of the
you requested done . Current sludge levels are acceptable.
Hinman Environmental, LLC offers complete permit compliance services. In addition
sludge surveys, we also prepare irrigation designs and perform irrigation calibrations.
we can be of any assistance to you in the future, feel free to call us. We have attached a
isiness card for your quick reference.
you again for your business and we look forward to working with you again in the
Environmental, LLC

P.3
Rainman Environmental, LLC
Post Office Box 115
Kenansviise, NC 28349
Lagoon Sludge Survey Form
r
Farm Permit or DWQ Identification Number Usher
Lagoon Iden ification-
Person(s) Tz king Measurements Donovan Brock
Date of Mea mirements 9-Mar-07
Methods/De ices Used for Measurement of:
a Distance from the lagoon liquid surface to the bop of the sludge layer. Disk
b Distance from the lagoon liquid surface to the bottom (soil) of the lagoon: Grade Rod
Thickness of the sludge layer if making a direct measurement with "core sampler': NA
Lagoon Surfoce Area (using dimensions at Inside top of bank):
0.6 acres
Estimate nur iber of sampling points;
a Less than 1.33 acres: Use 9 points
b If more than 1.33 acres: 0.6 acres x 6= �, with maximum of 24.
At the time o the sludge survey, also measure the distance from the Maximum Liquid Level
to the Preser it Liquid Level (measure at the lagoon guage pole): 10 Inches
Determine 4 distance from the Maximum Liquid Level to the Minimum Liquid Level 24 Inches
The distance from the present liquid surface level to the Minimum Liquid Level 1.17 Feet
Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): I Feet
Record from he Sludge Survey Data Sheet the distance from the present liquid surface level
to the bop of a sludge layer (average for all the measurement points): 5.3 Feet

p.4
Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 2.0 Feet
Calculate the thickness of the existing Liquid Treatment Zone: 4.1 Feet
• Note: If the Calculated thickness of the existing Liquid Treatment Zone is less than 4 feet, a
sludge removal and utilization plan may be required by N. C. DWO. See your specific permit or
contact DWO for more information.
Completed Ejy:
Danna Westerbeek printed Name
MA J�' -- — Signature
9-Mar-07 date

P.5
Rainman Environmental, LLC
Post Office Box 115
Kenansvi3ie, NC 28349
Appendix 2: Sludge Survey Data Sheet
Farm Pen nit or DWO Identification Number
Lagoon Identificabon
Person(s) Taking Measurements
Date of IV16asurernents
Gary Usher
430623
Donovan Brock
9-Mar-07
Grid Pain
Distance from liquid
Distance from liquid
Thickness of sludge
Number
surface to top of
surface to lagoon
layer
sludge
bottom (soil)
6.50
7.4
0.90
5.20
7.4
2.20
4.70
7.1
2.40
5.D0
7.4
2.40
4.80
7
2.20
4.9D
7
2.10
5.40
7.3
1.90
5.50
7.4
1.90
5.50
7.4
1.90
1
1
1
1
1
1
1
Average 1 5.3 7.3 2.0

P.
Farm P
Lagoon
Date of
Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
Appendix 2: Sludge Survey Data Sheet
nit or DWQ Identification Number {Gary Usher UC7'' UCA-4
anflfication — t 30a9 _-- -�-
Taking Measurements Donovan Brock
Average Sludge
Layer Thfckness
Depth of I
agoon from top of bank to bottom soil surface
Slope = h
rizontalhrertical side slope
Length at
top inside bank
Width at I
ap inside bank
Length at
midpoint of sludge layer
Width at i
nidpoint of sludge layer
Volume o P sludge
Volume ir gallons
9-Mar-07
2A
9.8
3
162
162
109.2
109.2
23,702
177,767

P•7
Field Form for Sludge Survey (complete one per lagoon surveyed)
Grid nt
Waiter
Llgeld Surface to
Top of
Thickness of
Additionallnformatl n
Farm Name: 3 t7 1
2
>,
s :
4
�,
s
5! F�
Date:
t� /
y5�
V
-110
/r
,
9
,Y
o
11
Lagoon ID:
12
13
14
op of Dike Elevation:
feet
'15
18
17
Bottom of Dike Elevatlon
'.
1e
19
ZD
Start Purop Level:
feet
21
22
23
Stop Pump Level:
fee#
4
x
VY
X k
messurements
urrent Freeboard:
inches
op of Dike Length:
feet
of Dike Width:
feet
Signature of Person
ComphOV Sir:
Note: All" point
are in feet

p.a
Ramman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
Lagoon Sludge Survey Form
Farm Permit r DWQ Identification Number AJW Usher
Lagoon Ideni fication 2 - 3080
Person(s) Te iing Measurements Donovan Brock
Date of Mew urements 9-Mar-07
Methods/DeN ices Used for Measurement of.
a Distance from the lagoon liquid surface to the top of the sludge layer. Disk
b Distance from the lagoon liquid surface to the bottom (soil) of the lagoon: Grade Rod
Thickness of the sludge layer if making a direct measurement with "core sampler": NA
Lagoon Surtl4ce Area (using dimensions at inside top of bank): 0.6 acres
Estimate number of sampling points:
Less than 1.33 acres: Use 9 points
If more than 1.33 acres: 0.6 acres x 6= �, with maximum of 24.
At the time ol the sludge survey, also measure the distance from the Maximum Liquid Level
to the Preser t Liquid Level (measure at the lagoon guage pole): Inches
Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level 24 Inches
The distance frorn the present liquid surface level to the Minimum Liquid Level 1.25 Feet
Record from
to the lagoon
Record from
to the top of,
Sludge Survey Data Sheet the distance from the present liquid surface level
tam (average for all the measurement points): 7.96 Feet
Sludge Survey Data Sheet the distance from the present liquid surface level
sludge layer (average for all the measurement points): =Feet

P.9
Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 2.3 Feet
Calculate the thickness of the existing Liquid Treatment Zone: 4.5 Feet
Note: If the Calculated thickness of the existing Liquid 'treatment Zone is less than 4 feet, a
sludge remo al and utilization plan may be required by N. C. DWQ. See your specific permit or
contact DWC for more information,
Completed B�. Danna Westerbeek Printed Name
.1 A ..._�
9-Mar-07 Date

P. 10
Rainman Environmental, LLC
Post Office Box ] 15
Kenansville, NC 28349
Appendix 2: Sludge Surrey Data Sheet
Farm Perr iit or DWQ Identification Number Qwpl.lsher
Lagoon id nMication 2 - 3080
Person(s) Taking Measurements Donovan Brock
Date of Measurements 9-Mar-07
Grid Poin Distance from liquid Distance from liquid Thickness of sludge
Number surface to top of surface to lagoon layer
sludge bottom (soil)
6.00
8
2.00
5.50
8
2.50
6.20
8
1.80
5.60
7.9
2.30
5.50
8
2.50
5.60
7.7
2.10
5.70
8
2.30
5,50
8
2.50
5.70
8
2.30
1
1
1
1
t
1
1
1
4
1
Average 1 5.7 8.0 2.3

P.11
Farm
Lagoa
Perso
Data c
Environmental, LLC
lost Office Box 115
lansvilte, NC 28349
Sludge Survey Data Sheet
fiber Usher
2 - 3080
Donovan Brack
9-Mar-07
Average ludge Layer Thickness
Depth of Ii 3goon from top of bank to bottom soil surface
Slope = h rizontallvertical side slope
Lengt
Width
Lengt
Width
Volun
Volun
2.3
10.3
3
150
174
95.0
119-0
25,483
191.122

p. 12
Flek# Form for Sludge Surrey (complete one per lagoon surveyed)
G%id nt
water De
na
Llgnld Surface to
T of SI
Thickness oICVUWW,
Addhional l 'on
Fwm Name: 30 L�
t
S' 7
2
Y.. ]
; s`
3
9.
5
�r
5 .
Dale:
3- l l�
y
3
ry
5
��
S�
9
5.7
tO
1 t
Lagoon ID: _.
X
21
131
14
op of Dike Elevation:. .
feet
15
16
17
Bolton d Dike Efevati
� feet `�'
1e
18
20
Start Pump Levet:
feet
29
22
23
Stop Pump Level:
feet
24
X Z v
""Note.
measurements
Cum" F board:
inches
op of Dike Length:
feet
op of Dike 1Nidttr:
feel
Siignakirpe of Person
ComptallM SLUVey:
All gnd point
are in feet

P. 13
Rainman Environmental, LLC
Post Office Bax 115
Kenansville, NC 28349
910.271 .04 60
11, 2007
J ffUsher
3 i 2 Huflinan Road
R se Hill, NC 28458
Usher,
e find the enclosed irrigation Calibration you requested from Rainman
onmental, LLC. We appreciate your trust and thank you for allowing us to help you
the needs of your farm.
Inman Environmental, LLC offers complete permit compliance services. In addition
irrigation calibrations, we also prepare irrigation designs and perform sludge surveys.
we can be of any assistance to you in the future, feel free to call us. We have attached a
siness card for your quick reference.
you again for your business and we look forward to working with you again in the
Environmental, LLC

p. 14
Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
910.271.0460
Irrigation Equipment Field Calibration Form
F
Name
Huffman Farms
of Field Calibration
3/15/2007
F
w Meter Serial Number
M051313902
ui ment Number
ABI SN 0097 75 820
easuredRing Size
.85 TB Inches
Is
ring size within 0.01" of original
ufactured size?
x Yes or No. If "no," replace
ring.
1'tessure Gauge Readings:
A
Pump
2500 RPM
A
Traveler
if applicable)
A
Sprinkler/Gun
40 psi
E
pected Flow Rate (from manufacturers
134 GPM
c
)
ensure Flow Rate (from flaw meter
126 GPM
F
w rate variance ffeater than 10n/u?
Yes or x No
E
ipected Wetted Diameter (from the
256 Ft.
w
Ated ac a determination)
easured Wetted Diameter
252 Ft. ,
etted diameter variance greater than 15%
Yes or _x No. If "yes," then
d/or measured flow variance greater than
contact a technical specialist or irrigation
l
%
dealer for assistance. Explain findings in
box below.
of Findings:
Signature:
luigafion Equipment Field Calibration Form 8-15-03
Period: 3 Years
Original 2

0942,/2006 TUE 15.46 FAX-9102933138 W1
mul.
NM
mul-Pity Brown 1,T.,C
PO Box &56
28221-1my 24 West
Warsaw, NC 29399
Phone [phone]-
Fax. [phone]
FRx Transmittal Sheet
TiVOM:,
dr-?CICIEL
'rJ g�x Palms:
I
Re: CC:
Q001/006
LLC
0 Urgent C3 For Review 13 Please Comment D Pleaso.Reply ❑ Please Recycle
bDb

09/12/2006 TUE 15:46 FAX [phone] WRLNMI
9 002/006
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-834
Facility Name:
Huff -Ham Nurseries
Certified Operator Name: Reba tucker
County: Dupll
Operator Number: 2092
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
In the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 6
1 2
N N
16 17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations_ Bolume and PAN content of waste
to be pumped and hauled is reflected in section ill tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9/9/2006
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information Is
accurate and correct.
Jeffrey K. Usher Phone: [phone]
Facility Owner/Manager (print)
� AI A,: W. �.ti....f./��-�7 Date: 9/12/2006
Facility Owne Manager (signature) /iaAnWr-r7r+e.•.+,<«•

09/12/2006 TUE 15:46 FAX [phone] WRLNMI
411 003/006
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID). Huff -Ham #1 3079
2_ Current liquid volume in 25 yr.124 hr, storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.01 inches
c, line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 22491 ft2
e, line c/12 x line d x 7.48 gallons/ft3 42058 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design I 19048 ft3
h. current herd # 2600 certified herd 91 2600
actual waste produced = current herd ## x line g
certified herd #
i, volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/6/2006
m. ((lines e + k)/1000) x line I =
REPEAT SECTION i FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
19048 W
01 ft3
14219 ft3
41473 gallons
3.40 lbs11000 gal.
284.0 Ibs, PAN
PoA (30 Day) 2/21/00

09/12/2006 TUE 15:47 FAX [phone] WRLNMI
IA 004/006
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Name/Identifier (1D): Huff -Ham #2 3080
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard I 19.0 inches
c. line b - line a (inches in red zone) = 2,0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 22201 ft2
e. line c/12 x line d x 7.48 gallons/ft3 27677 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19048 ft3
h. current herd # 2600 certified herd #1 2600
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/6/2006
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
19048 ft3
®ft3
14015 ft3
41219 gallons
2.8D Ibs11000 gal.
192.9 lbs. PAN
PoA (30 Day) 2/21/00

09/12/2006 TUE 15:47 FAX [phone] WRLNMI
@ 005/006
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.I24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Huff -Ham 41 3079
line m = 284.0 lb PAN
2.
Structure ID: Huff -Ham #2 3080
line m = 192.9 lb PAN
3.
Structure ID:
line m = -lb PAN
4.
Structure ID:
line m = lb PAN
5.
Structure iD:
line m = lb PAN
6.
Structure ID:
line m = lb PAN
n. lines 1 +2+3+4+5+6= 476.9 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFR1nn_ nn NnT LIST FIFLns TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
1. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u, application window'
1
2
Bermuda
4.50
113.80
512.1
Mar -Sept.
1
3
Bermuda
4.50
198.00
891.0
Mar -Sept.
2
2
Bermuda
4.00
194.00
776.0
Mar -Sept.
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sure of column t) = 2179.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 476.9 lb. PAN
PoA (30 Day) 2/21/00

09/12/2006 TUE 15:47 FAX [phone] WRLNMI
. I I#
@006/006
x. Crop's remaining PAN balance (line v from section ill) =
y. Overall PAN balance (w - x)
2179.1 lb. PAN
-1702 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here Including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facilit .
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
Note: These lagoons have been pumped down to 24"+ as of today Sept. 12, 2006.
PoA (30 Day) 2/21100

of W A rFR
� r
o -c
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
HUFF-N-HAm NURSERIES INC
352 HUFFMAN RD
Ross HILL NC 28458
Dear Huff-N-Ham Nurseries Inc:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 7, 2002
Subject: Notice of Violation and Revocation for Nonpayment
Huff N-Ham Nursery #1 & #2
Permit Number: AWS310834
DupIin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 7/27/2001.
Your annual permit fee for the period of 7/27/2002 - 7/26/2003 is $150.00. Your payment was due 9/6/2002.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North.Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerel ,
Alan W. Klimek, P.E.
cc: Noa-Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 110% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
HUFF-N-HAM NURSERIES INC
352 HUFFMAN RD
ROSE HILL NC 28458
Dear Huff-N-Ham Nurseries Inc:
NOV 19 2001
Director
rDE R
CE N &
NORTH CAROLINA DEPARTMENT OF
ENvlRONMENT AND NATURAL RESOURCES
November 15, 2001
Subject: Notice of Violation and Revocation for Nonpayment
Huff-N-Ham Nursery #1 & #2
Permit Number: AWS310834
Duplin County
In accordance with North Carolina General Statute 143-215.1 OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 7/27/2001.
Your annual permit fee for the period of 7/27/2001 - 7/26/2002 is $150.00. Your payment was due 9/12/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Thorpe, h.D.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

North Carolina
Department of Environment and. Natural Resources
Water Pollution Control System Operator Certification Commission f
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman NCDENR
July 31, 2001
Huff-N-Ham Nurseries Incorporated
352 Huffman Rd
Rose Hill NC 28458
SUBJECT: Designation of Operator in Charge
Farm Name: Huff-N-Ham Nursery #1 & #2
Facility ID #: 31-834
County: Duplin
Dear Huff-N-Ham Nurseries Incorporated:
AUG 07
2001
You were notified by letter dated July 26, 2001, that according to our records your designated Operator in Charge,
Reba Tucker, was no longer certified. Since that time, Ms. Tucker has provided our office with information that
verifies that she did attend the six hours of continuing education training by the required deadline.
Therefore, Ms. Tucker's animal waste management certificate has been reinstated and she can continue to act as the
Operator in Charge for your facility. You may disregard the requirement to designate a new Operator in Charge.
If you have questions concerning this matter, or if this office can be of further assistance, please call me at
[phone], extension 313.
Sincerely,
Beth Buffington
Technical Assistance and Certification Unit
Enclosure .
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Wilmington Regional Office
Central Files
Reba Tucker
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX: 919 — 733-1338
AN EQUAL OPPORTUNITY 1 AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED ! 10% POST CONSUMER PAPER

` North Carolina
Department of Environment and Natural ResIcommisslon
ree j& .02061
Water Pollution Control System Operator Certificati
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
July 26, 2001
Huff-N-Ham Nurseries Incorporated
352 Huffman Rd
Rose Hill NC 28458
SUBJECT: Designation of Operator in Charge
Farm Name: Huff-N-Ham Nursery #1 & #2
Facility ID #: 31-834 ;
County: Duplin
Dear Huff-N-Ham Nurseries Incorporated:
CDENR
Senate Bill 1217, enacted by the North Carolina General Assembly on June 21, 1996, requires that a certified operator
be designated as the Operator in Charge (OIC) for each animal waste management system that serves 250 or more
swine, 100 or more confined cattle, 75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a
liquid animal waste management system. Senate Bill 1217 further requires that each certified animal waste
management system operator obtain six hours of approved continuing education training during each three-year period
following initial certification. An operator who fails to complete the required training within 30 days of the end of the
three-year period must take and pass the examination for certification in order to become recertified.
According to Division records, Reba Tucker is the designated Operator in Charge for your animal waste management
system. However, Ms. Tucker is no longer a certified animal waste management system operator because she did not
complete the six hours of required continuing education training by December 31, 2000. Therefore, you must
designate a properly certified animal waste management system operator as the Operator in Charge for your facility.
The enclosed designation form must be returned to this office within 30 days of receipt of this letter. This office
maintains a list of certified operators in your area if you need assistance in locating a certified operator. Failure to
designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A-47.2 and
15A NCAC 8F .0201(a) and may result in the initiation of enforcement action.
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX: 919 — 733-1338
AN EQUAL, OPPORTUNITY % AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

Huff-N-Ham Nurseries Inc.
Page Two
July 25, 2001
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth Buffington at
[phone], extension 313.
Sincerely,
Tony Arnold, Acting Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Wilmington Regional Office,
Central Files
Reba Tucker

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Huff-N-Ham Nurseries, Inc.
Huff-N-Ham Nursery #1 & #2
352 Huffman Rd
Rose Hill NC 28458
Dear Jeff Usher:
CF.IVED �`� • ��
JUL 312001
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 27, 2001
Subject: Certificate of Coverage No. AWS310834
Huff-N-Ham Nursery #1 & #2
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your application received on July 24, 2001, we are forwarding this Certificate
of Coverage (COC) issued to Huff-N-Ham Nurseries, Inc., authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG 100000. .This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Huff-N-Ham Nursery #1 & #2, located in Duplin
County, with an animal capacity of no greater than 5200 Wean to Feeder and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and.
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
PIease be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310834
Huff-N-Ham Nursery # 1 & #2 r ,
Page 2
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact JR Joshi at [phone] ext. 363.
Sincerely,
PT.ens
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
c-Wilmington-Regional:Office; -Water=Quality Section
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL t ` �1 I ` �E�Ytfl4�
General Permit - Existing Animal Waste Operations,�:��-;��-�� Ed
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Huff-N-Ham Nursery # 1 & #2 -
1.2 Print Land Owner's name: Huff-N-Ham Nurseries Inc
1.3 Mailing address: 352 Huffman Rd
City, State: Rose Hill NC Zip: 28458
Telephone Number (include area code): 910-289-9208
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): West of Rose Hill. On North side of SR 1126 approx.
0.5 mile Northwest of SR 1102,
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please
� circle which type is listed): Murphy Family Farms_
1.8 Date Facility Originally Began Operation: l - cq L4
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 834 (facility number).
2.2 Operation Descrip n: Swine operation
-W—ean to Feeder
5200- Certified Design Capacity
Is the above information correct? �yes; F7 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
T eYF of -Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 717/99 Page 1 of 4 31 - 834

/,
1
3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 45 ; Required Acreage (as listed in the AWMP): 5
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or A (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or(NM (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
Sor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? _ I q Q 5
What was the date that this facility's land application areas were sited? l q _ 1 S
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
App icants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every Iand application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/99 Page 2 of 4 31 - 834

L,
Facility Number: 31 - 834
Facility Name: Huff-N-Ham Nursery #1 & #2
4. APPLICANT'S CERTIFICATION:
1, use, Y-
(Land Owner's name listed in question 1.2), attest that
this application for ,V - r\ — v'.. `-�- —_)- (Facility name listed in question 1.1)
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.
Signature
5. M
1,
Date ! r l9,a 1
'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question I.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 7/7/99 Page 3 of 4 31 - 834

Q
DIVISION OF 7 ATER QUAIZTY REGIONAL OFFICES (1/99)
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rFORM: AFRO-G-E SI. ws
Page 4 of 4

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Huff - - am Nursery #1 Facility No:
Owner's Name: Huff-N_-Ham Nurseries Inc. Phone No:
Mailing Address: Route 1 , Box 238 A Magnolia, NC 28453
Farm Location: Fourteen Digit Hydrologic Unit: 0 3 0 3 0 0 7 0 9 0 01 0
Latitude and Longitude: .a.4- -Aa- -AA / _2 g_ _a& _QA. County, u l i n
Please attach a copy of a county road map with location identified and describe below
(Be specific: road names, directions, milepost, etc.): From Rose Hill take SR 1102
( Brice' s_ Strore) to _Arine' s Stone bear left ana stay- on SR 1102, turn
Operation Description: SR 1126 go 1.0 mile to. farm entrance on right
Type of Swine No ofAnimals Type of Poultry No ofAnimals Type of Cattle No ofAnimals
_ Wean to Feeder _ 6 0 0 _ ^ Layer ,Dairy
Feeder to Finish Pullets Beet'
_ Farrow to Wean
_ Farrow to Feeder
Farrow to Finish Other 'Type of Livestock: Number of Animals:
Acreage Available for Application: Required Acreage: , -9; _
Number of Lagoons/Storage Ponds: _ 1 ' �tal Capacity-.1 4 7 6 9 0 Cubic Feet (fts)
Are subsurface drains present on the farm: or NO (please circle one)
Owner /Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we)
understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that
any expansion to the existing design capacity of the waste treatment and storage system or construction
of new facilities will require a new certification to be submitted to the Division of Environmental
Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly
through a man-made conveyance or from a storm event Iess severe than the 25-year, 24 hour storm
and there must not be run-off from the application of animal waste. I (we) understand that ruri-off of
pollutants from loun&Z and heavy use areas must be minimized using technical standards developed
by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be
approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new
certification (if the approved plan is changed) within 60 days of a title transfer.
Name of L
Signature:
Name of A
Signature:
AWC -- April 24, 1996
RECEIVED
JUL 242001
WATER QUALITY SECTION
Compliance Ent

Technical Specialist Certification
I Asa technical specialist designated by North Carolina Soil and Water Conservation Commission
pursuant to I 5A NCAC GF .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DENO as specified in I SA NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical r%T 'A
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should ot{ly+0,1-2,
certify parts for which they are technically competent.
JUL 2 4 2001
IL CeTtIfIcatron Of Design
A) Collection, Storage, Treatment -System
Check the appropriate box
❑ Existing facility without retrofit (SD or WL1P)
Storage volume is adequate for operation capacity; storage capability consistent
with waste utilization requirements.
New, xRmded_or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection
systems, lagoons and ponds, have been designed to meet or exceed the minimum
standards and specifications.
Name of Technical Specialist (Please Print): J. Neal Tucker
Affiliation:Muzphy Family Farms
Address (Agency P• x 759 Rose Hill, NC
Signature: 28458
WATER QUALITY SECTI%I
'�-):,-OiScharge Compliance Enf.
y► �oFveSS/0 ti9
SEAL -
.14985
Phone No.: i910) 2I39-643rwrb To
Date: �8VjrX1_1 4,
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for
waste utilization; chosen, crop is suitable for waste management; hydraulic and
nutrient loading rates.
Name. of Technical Specialist (Please Print): M- Kevin Weston
Affiliation: Ouahy Family Farms
Address (Agency):p.O.Box 759 Rose Hill, LJC phone No.:289-6439 ERE. -
Signature: , Af 1. 11� �. a _ 28458 . Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
® Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas
have been designed in accordance with technical standards developed by NRCS.
4629
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation -Murphy Family Farms
Address (agency): •O.Bax Rose Phone No.: 910) 289-64P 4629
Signature: _;;k 28458 Date: _'Z_Z f� -
AWC-_Apri124, 1996
2

D) Application and Handling_ Equipment
Check the appropriate box
❑ Existing facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field
calibrated or evaluated in accordance with existing design charts and tables and is
able to apply waste as necessary to accommodate the waste management plan:
(existing application equipment can cover the Area required by the plan at rates not
to exceed either the specified hydraulic or nutrient loading rates, a schedule for
timing of applications has been established; required buffers can be maintained and
calibration and adjustment guidance are contained as part of the plan).
e New or expanded facility: or existingt facility without existim waste amlicatio
equipment (I)
Animal waste application equipment specified in the plan has been designed to
apply waste as necessary to accommodate the waste management plan; (proposed
application equipment can cover the area required by the plan at rates not to
exceed either the specked hydraulic or nutrient loading'rates; a schedule for
timing of applications has been established; required buffers can be maintained;
calibrations and adjustment guidance are contained as part of the plan).
Name of Technical S ecialist (Please Print): Gex z - -
Affiliation: Mr - -
Address (Agenc : P,p-"&-x -7 aC. Phone No.: g![) a84-6Y i
Signature: Date:
Ill. CC,'tlfleaflol2 OfInstaflation
A.) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI) ►�►�"""++++,
Animal waste storage and treatment structures, such as but no limited to
lagoons and ponds, have been installed in accordance with the approved plan to +�,r4 �(�g�0 �9'�•��
meet or exceed the minimum standards and specifications. ? QQO! s
For existrrWfacilzfies withoutretrofrts, no cerhfae on itnecessaryt SEAL _
14985
Name of Technical S ecialist (Please Print): J. Nea]. Tucker •
Affiliation:M h Fami1 Farms O qL t 0-0
Address (A,gency} .C. x 759 Rose Hi11, IBC Phone No.: 9 U 8— 9 Ext. Im
Signature: 28458 pate: _ 5/ , 99�
AWC -- April 24, 1996
3-
R�GEIV�D
4 20W
WAR QUAL1CY SECTION
ct} f.
1��a-C':sc�arg3 C-mP

B) Land Application Site (WUP)
Check the appropriate box
9 The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has
committed to establish the vegetation as specified in the plan -by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be
established on newly cleared land within 30 days of this
certification, the owner has committed to establish an
interim crop for erosion control;
Name of Technical Specialist (Please Print): M. Kevin. Weston
Affiliation: Mumhv Family Fazms
Address (Agency):P.O.Box 759 Rose Hill, NC 28458 Phone No.: [phone] Ext. 4629
Signature: ii7 1 _ _^_ _ _ _ Date: J/—//& 7
This following signature block is only to be used when the box for conditional approval in III. B above
has been checked.
I (we) certify that I (we) have committed to established the cropping system as specked in my (our)
waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will
submit to DEM a verification of completion from a Technical Specialist within IS calendar days
following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject -me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from Iounging and
heavy use areas have been installed as specified in the plan.
For facilities without exterior lots, no cert0catibn .is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: :l. _ _ M Date:
AWC -- April 24, 1996

D) Application and Handling Equipment Installation (WUP or l)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as paid of the plan.
R" Conditional approval: Animal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
z < 4 7 (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the
plan.
Name of Technical
Affiliation: _ M
Address (Agency):
Signature:
(Please Print):
Phone No.: I I b -6 SI3q OA
Date: 3- 10 -• n
The following signature block is only to be used when the box for conditional approval in W D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this certification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Lan er: Am -
Signature
Name of different from owner):
Signature:
Date:
Date:
Please return the completed form to the Division of Environmental Management at -the following
address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management
Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your
Animal Waste Management Plan.
AWC -- April 24, 1996

Animal Waste Management Plan Certification
(Please -type or print all information that does not require a signature) • - .
General Information:
Name of Farm: Huff-N-Ham Nusery #2 Facility No: '
Owner's Name:guff_ly_Nurseries Tnc _ ^ Phone No:
Mailing Address: ]Route 1 ,_ Box 238 A_Mag -lia, NC 2$453
Farm Location: Fourteen Digit Hydrologic Unit:03a3doo�o9eaiD
Latitude' and Longitude: 3Z_A2� . el ,Z 08 ` 02 " County: Dul2lin
Please attach a copy of a county road map with location identified and describe below
(Be specific: road names, directions, milepost, etc.): From Rose Hill take SR 1102
ce's Store Rd to Brice's Store bear left and.sLa�y on SR 1102 turn ri ht
Operation Description: onto sr 1126 go 1. mile to farm entrance on right
Type of Swine No of Animals Type of Poultry No.ofAnimals Type afCattle No of Animals
Wean to Feeder 2600 _ Layer Dairy
Feeder to -Finish _ Pullets Beef ������
--------------
Farrow to Wean
Farrow to Feeder
Farrow to Finish Other.Type of Livestock: Number of Animals: .i l! 2 4 2001
...}}:.;-+.t: _,U,:}•...;: ..r n-:•:•:v :..w',.: ..}}:..:rxv s:.:: ,-: sus.:.
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i � S �Ff..g} �'�-cr: >.>. �:+.•+.,�4vi.,k 'i . �1L: .'A". �: r rt}! �:
:5S. ,;.:ii: :.a{{�.v.'' '.'t.::.:. .:.:c.?s..: •..r.rf ::,. ;�::.i;;:}:*:,.:..,:,�..v::2:> .+,.{. <}::.�xc}...h.^-3:,. 4, y '�::::.; . '.:�:
c�ri?�'t�� >�,��'��+��..?�«�< �� a�Stte �<�c►.�uc� l�ar�a.ap ��� , �. � ��t13':
Acreage Available for Application: '46 Required Acreage: 5
Number of Lagoons/Storage Ponds: 1 Total Capacity: 1317o.b 'Cubic Feet (ftg)
Are subsurface drains present on the farm: �� or NO (please circle. one)
Owner /Manager Agreement
I (we) verify that all the above information' is -correct -and will be updated upon changing. •I (we) -
understand the operation and•maintenance proccdures�estiblished in the •approved'animal waste' ' - -
management plan for the farm named above and will implement these procedures: 1' (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of
new facilities will require a new certification to•be submitted to the Division.of Environmental • '
Management before the new animals are stocked. I (we) understand that there -must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through
a man-made conveyance or from a storm event less severe than the 25-year; 24-hour storm and there
must not be run-off from the application of animal waste. I (we) understand that tun -off of pollutants
from lounging and heavy use areas. must be minimized using technical standards developed by the
Natural Resources Conservation Service. The ap"proceed plan will be filed at the farm- and at the office of
the local Soil and Water Conservation 'District.-.1 (we) know that any modification must be approved by a
technical specialist and submitted to the Soil and Water Conservation District prior to implementation: A
change inland ownership requires written notification to DENT or anew certification (if the approved
plan is changed) within 60 days of a fide transfer:
Name of Lax 4 Omer.Huf f,-jS=UM Nurseries Inc.
Signature: Date:
Name 'of g (if different from owner):
Signature: Date:
AWC -- April 24, 1996
•' '1 A
EC
Ql,�1LyTY S
��Eti'iiw

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC GF .0005, I certify that the animal waste management system for the farm,
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (D£M) as specified in I5A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to I SA NCAC 21107-17 and 1 SA NCAC GF .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC,1), the technical specialist should only
certify parts for which they are technically competent.
IT Certification of DeszSn
A) Collection,_ Storage, Treatment System
Check the appropriate box
❑ Existing £�lis without retrofit (SD or. WUP)
Storage volume -is adequate for operation capacity; storage capability consistent
with waste utilization requirements.
New expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but. no limited to collection
systems, lagoons and ponds, have been designed to meet or exceed the minimum
standards and specifications.
Name'of Technical Specialist (Please Print): J. Neal Tucker �.►+`►`"`���'���,,�
Affiliation: M h FamilyFarms. »�»..�iy''•,,
Address (Agency)-P.0•Box 759 Rose Hill, NC 'phone No.: OTT)— 9
28458
4
Signature: CLL n Date: L
B) Land ARPlication Site (WUP) 14 985
The plan provides for minimum separations (buffers); adequate amount of land for
waste utilization; chosen crop is suitable for waste management; hydraulic and �',v HQtNE.r'�"�►Q.���
nutrient loading rates. ''��;yICAL
Name. of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: nE2hy Family Farms
Address (Agency):P*-D•Box 759 Rose Hill NC Phone No.: 91 - . 4629.
Signature: VI, 28458 Date:_
C) Runoff Controls from Exterior Lots�N!�
Check the appropriate box
W Facility without exterior lots (SD or WUP or RC) . 2 4 2�41
This facility does not contain any exterior lots. �L
❑ Facility with exterior lots (RC} , t y SFCT A6
Methods to minimize the run off of pollutants from lounging and heavy use areas 4^: r. R QLI�I� �,:, �nf-
have been designed in accordance with technical standards developed by.NRCS.�
Name of Technical Sppecialist (Please Print): M. Kevin Weston
Affiliation: Murphy Family Farms,
Address (Agency): P.O. Box Rose phone No.: 910 289-9439 BRE 4629
Signature:1. �..u� �✓.Rw_ 28458 Date:,
AWC--April 24, 1996

D) Application and Handling Equipment
Check the appropriate box
❑ Existing facility with existing waste a lication equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field
calibrated or evaluated in accordance with existing design charts and tables and is
able to apply waste as necessary to accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not
to exceed either the specified hydraulic or nutrient loading rates, a schedule for
timing of applications has been established; required buffers can be maintained and
calibration and adjustment guidance are contained as part of the plan).
R New or expanded facility; or existing facility without existing waste application
equipment (1)
Animal waste application equipment specified in the plant has been designed to
apply waste as necessary to accommodate the waste management plan; (proposed
application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loadir4g'rates; a schedule for
timing of applications has been established; required buffers can be maintained;
calibrations and adjustment guidance are contained as part of the plan).'
a SEE AT-n4emm vr-
Name of Technical Specialist (Please Print): M, .E-kae Meoraf
Affiliation: &Ilia r 0'4."1rrr '054IC -or
Address (Agency) : P.. 4, 7-0. x a vfy Phone
Signature: W, 4tJ- .d4 Date: Z/Ze /96
Ill. Certification oflnstdBation
A) Collection, Storage, Treatment Installation
. WCEIVED
New. expanded or retrofitted facility (SO.
Animal waste storage and treatment structures, such as but no limited to • . J U L 2 Q 2001
lagoons and ponds, have been installed in accordance with the approved plan to - .
meet or exceed the minimum standards and specifications. INATER MKITY :)ECTiON
For eaxi biWfacgiftes withoutreLw&s, no cerYz&cation isnecessmy �ry3 C`TJ�t�l C. Ent
Name of Technical Specialist (Please Print): 'J_ Neal Tucker
Affiliation:MwMhy Family. Farms. -
Address (Agency): .O.Box 759 Rose Hill, - NC phone No.:
Signature: 28458 Date: 44-
AWC -- April 24, 1996
Ext. 4717
.�``p H R941,,Y��'�,
ESSIp 9
fQa''
Q SEAL
? 14985
AL 'N
//11111111115W

B) band Application Site (WUP)
Check the Appropriate box
l" The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has
committed to establish the vegetation as specified in the plan by'
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be
established on newly cleared land within 30 days of this
certification, the owner has committed to establish an
interim crop for erosion control;
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: M h FamilY FarniS
Address (Agency):P.O.Box 759 Rose Hill, NC 28458. Phone No.: (910). 289-6439 Ext;. 4629
Signature: _jam, ...z:_ T.�I� Date: I ZA
This following signature block is only to be used when the box for conditional approval in III. B above
has been checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our)
waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will
submit to DEM a verification of completion from a Technical Specialist within 15 calendar days
following the date specified in the conditional certification.- I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature; Date•
Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from. lounging and
heavy use areas have been installed as -specified in the plan:
For fsci.Gties without exterior lots, nocertification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, 1996

D) A lication and Handling ui ment Installation (WUP or I)
Check the appropriate block
0 Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract,agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
53"' Conditional approval: Animal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
LIZ1197 (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied.in
accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the
plan.
Name of Technical Specialist (Please Print): x ked a GJe s roxi
Affiliation: MN,pi✓r CAin,,-y 15or--5- _ _
Address (Agency): a. S, x ' Ao ve A,,We zrYrd Phone No.: ! /� Zr.9-G yJ ! r yl t
Signature: _ ..-d- Date: ZZA d
The following signature block is only to be used when the box for conditional approval in III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this certification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land'pvG er: 1, , h'HY�r -N- I/�.•� ,, Asez,,et / c.
Signature : Date:'
Name of r if different from owner):
Signature: Date:'
Please return the completed form to the Division of Environmental Management at -the following,
address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Sox 29535
Raleigh, NC 27.626-0535
Please also remember to submit -a copy of this form along with the complete Animal Waste Management
Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your
Animal Waste Management Plan.
AWC -- April 24, 1996
FI
9

Animal Waste Management plan: Certification.
ATTACHMENT A
to
FORM AWC -- .A.PRIL 24, x 996
General Information:
Name of Farm: Huff-N-Ham Nursery #2 Facility No: -
Owner(s) Name: Huff-N-Ham _Nurseries Inc. Phone No:
Mailing Address: Route 11 Box 238. A Ma=lia, NC 28453
II. Cerdfication of Design
D.) Application and Handling Equipment
New or expanded facility; or existing facility without existing waste application
equipment M? or 1)
Animal waste application equipment specified in the plan has been either field
calibrated or evaluated in accordance with existing design charts -and tables and -is able
to apply waste as necessary to accommodate: the waste management plan: (applicationi
equipment can cover the area required by the plan at rates not to exceed either the -
specified hydraulic or nutrient loading rates, a schedule for tuning of applications has
been established; required buffers can be maintained -and calibration and adjustment
guidance are contained as pant of the plan) .
Name of Technical Specialist (Please Print): M.. Kevin. Weston
Affiliation: Murphy Family EOarms -- - - - - -
Address (Agency) : Po Box 759 Rose Hi U, NC 28458 -
Phone No.: [phone] EXt. 4629
Signature: �. Date: z ra
If the technical specialist chooses to use this Attachment to certify -the design of new
or expanded facility; or existing without existing waste application equipment, it must
be attached to the completed Animal Waste Management Certification Form (AWC-
April 24, 1996). The technical specialist must also write in the words "See Attachment`:
in Part II. D. Of the Certification Form 'to notify the 'review agencies that the Attachment
has been used. '
This Attachment will not be acceptable past the effective date of the new NCRS
Technical Standards.
,A/WC - May 3, 1996
IVO hest&rN MNsr 8� dorirasr�a ��a ccxr,F�sa at A TEGH.vrtAC
SperRc.i �T wrrr rpm Ctr4ffrFcArroN I 'L4 !75 C.

Producer, 1A tA4 - d- �\a vv�\ 1 V wrs G r It, 5
Location: 5 R 11-a G I�.��i', �-, Co.
Telephoneh o al ct- a i 5
Type Operation:
4.
Number of Animals: 5 a O O
(Design Capacity)
RFCEIVED
JUI.2d2001
WATER QUALITY SECTVI
The waste from your animal facility 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 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. 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. Soil types are important as they have different imSltration rates, leawng
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre.per
year. 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 DEM regulations. Wind conditions should also be considered tQ avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility_ Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2RO217 adopted by the Environmental Management Commission.

I
M & AS, M-A
A � LA
Amount of Waste Produced Per Year allons t3 tons etc.
ISADD animals Xq,�(amt.) waste/animaYyear =aIY�—(amt.) waste/yeaz.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
59 animals XAlbs. PAN/aa3mauyear=L'I.lbs. PAN/year. (PAN from N. C. Tech.
Guidettd. 633)
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.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil - . Crop Lbs. N Acres . Lbs. N Month'of
9 No_ Tvne . Per Ac. * Utilized Analicatiori
flow
�■i■tea"
* This is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must he accounted for N_must _be based on realistic yield
expectation .
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

W
MZ-,TJI WO Na
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract* Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table].
Totals from above Tables
Acres
Lbs. N
Utilized
Table I to. C)
a Q)
Table 2
Total
Amount of N Produced
4 q
Surplus oKigci:)
I
NOTE. The Waste Utilization Plan must contain provisions far 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.
3

UL-IM
-^i .. �;..w .. ,;. `i"Y. ;;:;�:::v
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application
Application
No. Rate h)JM Amount
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPUE.D BY IRRIGATION, HOWEVER A S1T,zILAR TABLE WILL
BE NMDE.D FOR DRY LITTER OR SLURRY.
Your facility is designed for-jD-days of temporary storage and the temporary storage
must .be removed -on the average of once everyk MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation cr I or4 com c,5
Call the Local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to- applying the waste.

b,,;;G...,;:,.•'.t'.•Y.i.:x:;i v `.':,•b:�O...:. :Y:::'e::;i3x �t:,L•.n 2:S2h' , i2'.; .fi,;:i:,.R�:t« `::i: i22;,,...4. .,..,, .. ,..... `'" ',;:F;S:'t�• ...'�: �2'�
e
WASTE UTILIZATION PLAN AGREEMENT
Marne of Farm: o.•w�
• Owner/Manager Agreement
I (we) Understand 'and will follow and implement the specification and the operation 'aad
maintenance procedures established in the approved animal waste utilization plan for'tlie
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage -system or construction of new facilities will require Anew
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that.there mast be no;discharge of
animal waste from this system to suurface wasters of the state from a storm event less
severe than.the 25-year, 24-hour storm. The approved 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 DEM upon request. u •'
Aiz
Name of Facility Owner: act- _� A5 ;
(Please print)
v
Signature: Date:
Name of Manage:r(If different from owner):
Signature: �r Date: '
Name of Technical Specialist: (Please print) l- 1 rr� C` 1 ' . W C_ 5`� el.
Affiliation: _ F-0' V \ j-7 q9
Address (Agency): O X
41 11-2-
Signature: Date:
8

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R t E I �t , A -
System Calibration
WATER QUALIT}' SECTION
r')r,-P,s^,harge 0omoinnrn F:nf
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Cartitication Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season In the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation Is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of Joints
2. cracks or breaks
3, accumulation of salts or minerals
4. overall condition of pipes
2

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

hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. if technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH fails below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
4

Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
5

If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Mire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
Incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediat6ly and not resume until you are sure that the sludge can

be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example Is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner Integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q(,1- 3ct5— 3,100
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) — l
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 53 2L�
COOPERATIVE EXTENSION SERVICE (CES) D,Gl U _ - '.) AkA 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave 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:
a) Add soil to berm to Increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dlg a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact location
of the facility, the location or direction of the movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the seriousness of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice! technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Mumhy Family Farms
b. Contractors Address: i? O _BQx 759. Rose Hi11. NC 2§458
c . Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 Inches over more than
30% of surface.
Excessive Decaying vegetation
(V)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other Impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
Interval during summer; 15-30 day Interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal O Eliminate low area that trap moisture along fences
Areas 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 minlmize accumulations of wastes
(Le. Inspect for and remove or break up accumulated
solids as needed).
MIC —November 11, 1996
t0

Dry Manure Handling Accumulations of animal { } Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes Interval during summer; 15-30 days Interval during
winter) where manure Is loaded for land application
or disposal.
{ } Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
In filter strips around stockpiles and manure handling
areas as needed.
The issues checked { } pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
Oja- W,
kt-andowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered (-')Slotted floors;
floors (-')Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (-')Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (✓)Efficient air movement
Indoorsurfaces Dust
Flush Tanks Agitation of recycled
lagoon liquid while tanks
are filling
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with antl-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
12

Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC -- November 11, 1996
(✓)irrigate on dry days with little or no wind
(✓)Minimum recommended operation pressure
(✓)Pump Intake near lagoon liquid surface
( )Pump from second -stage lagoon
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets undemeath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Addltional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment,.EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Files; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(LandownL—er'ti g n a t u r
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
{ ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be
attached)
14

FAMMURPHY
ILY FARMS
August 29, 1996 1 FC.EIVFE,D
Mr. Mike Sugg, District Conservationist JUG. 2 4 2001
USDA - National Resources Conservation Service WATER QUAf fY SECTION
P. o. Box 277 �!�n•��„har � Compliance EntKenansvi-lle; NC 28349 9 A
RE: Huff -Ham Nursery #1,- 2600 Wean to Feeder
Dear Mr. Sugg:
Enclosed for your review is the completed An Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as.follows:
- Location Map
- ASCS Tract Map
- Soil investigation Report
- Lagoon Design Spreadsheet
- operation & Maintenance Plan for Lagoon
- Construction Specifications';for Lagoon
- Site Seeding,Requirements .
- Site Plan with Construction Details
It is my understanding that the Nutrient Utilization Plan for,this
farm will be developed•for the grower by your office.
Please contact me at [phone], Ext. 452.9 if you have any
questions concerning this package.
Sincerely,
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Reba Tucker, (complete package)
Freddie Halso, MFF Construction Dept. (site plan only)
Bill Kenan, MFF Transportation Dept. (site plan only)
A' 00801301209
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

OTZTOCTOOOOK
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LAGOON SITE SOILS INVESTIGATION
•PROJECT: COUNTY:
FIELD INVESTIGATION BY: le .) DATE:
SITE SKETCH
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BORING NUMBER AND PROFILE
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BORING / SAMPLING METHOD: j a[XnoF SIGNATURE:

Operator: __--_____--_—__=_--__---=_—=====REBA TUCKER
County: _ _—______=__----_----==W=== _ _ _ — _ =Duplin
Date: _ _ _-----__—__—_—_--------__-__— _ — _ _ _ = 08/28/96
Dist.to nearest residence (other than owner):
ft.
sows farrow to finish): _—
sows farrow to feeder): ed er):
head finishing only):---___ --__------_-_---___
sows farrow to wean = _ = _ ----_-------- _ — — _ _ — _ >
head wean to feeder =-----=—W=--=-__---__-
2600
Ave. Live Weight for other operations(lbs.) = >
Storage volume for sludge accum. (cu. ft):_>
Treatm en t Vo lu m e (m1n. 1 cu. ft./1b.)=—=____>
1.0
25 Year -- 24 Hour Rainfall (in.)===_—___—___>
7.5
Rainfall in excess of evaporation (in.)===__>
7.0
Will lagoon be designed as as irregular shape? (Y/N) N
Drainage area of buildings & lots (sq. fQ=>
Volume of wash water (gallons/day)====_____=>
Temporary storage period (days)===—___—___--_>
180
Freeboard(ft.}:==_______-__--___--__--___•
1.0
Side slopes (inside lagoon):==-.--_----__—_---=>
3.0. 1
Inside top length (fQ:===__--_--__--__--_--_>
195.0
Inside top width (ft.):_____________________:
125.0
Top of dike elevation
98.7
Bottom of lagoon elevation (ft):==_=_______>
88.7
Seasonal high water table(S-HWT) elev.(ft.):=>
92.0
Total required volume:===== -----_= 126501 cu. ft.
**TOTAL VOL O.K.**
Actual design volume:====-- —_=___= 136323 cu..ft.
107.76%
Stop pumping el. (> or = to 92.0 ftSHWT)>
95.0
(> or = to 94.7 ft Min.)
Required minimum treatment volume:. 78000 cu. ft.
**TRMT. VOL O.K.**
Volume at stop pumping elevation: 82097 cu. ft.
105.25%
Start pumping elev.:_____________--__—__—=
96.9
Volume at start pumping'.elevation: 118915 cu. ft.
Actual volume less 25yr-24hr ram: 121089 cu. ft
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:_ _ _ _ > 33267 cu. ft.
**TEMP. VOL O. K. **
Actual volume to be pumped: _ => 36818 cu. ft.
110.68% ,
25 Yr. Storm Storage: Required = 15234 cu. ft.
**STORM STOR. O.K.**
Actual = 17408 cu. ft.
114.27%
Storm Storage:
Top = 97.70 Fop of dike = Freeboard)
Bottom = 96.90 Start Pump)
Storm Storage Volume by Prismoidal Method
Dims: > >
Length
Width
Top:
189.00
119.00
Area at top = 22491 sq. ft.
Midsection:
186.60
116.60
Area at midsection = 21758 'sq. ft.
Bottom:
184.20
114.20
Area at bottom = 21036 sq. ft.
Volume = 17408 cu. ft.
M00801301213

Operator: REBA TUCKER County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish)
x
- 1417 lbs. —
0 sows farrow to feeder)
x
522 lbs. —
head finishing only)
x
135 Ibs. --
0 sows farrow to wean
1"wean
x
433 Ibs. —
2600 head to feeder
x
30 lbs. —
Describe other:
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 08/28/96
0.0 feet
0 Ibs
0 Ibs
0 Ibs
0 lbs
78,0004bs
0 Ibs
78,000 lbs
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW-
Volume = 78,000 cubic feet'
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------. 195.0
Inside top width (feet)-------------------------- 125.0
Top of dike elevation (feet)------------------ 98.7
Bottom of lagoon elevation (feet)------------ - 88.7
Freeboard (feet)--------=------__S___________ 1.0
Side slopes (inside lagoon) - - -- — — — - ---------- 3.0: 1
Total design volume'using 1prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH .. WIDTH DEPTH
3.0-1- - 3.0 3.0 3.0 189.0 119.0 9.0
AREA OF TOP
LENGTH * WIDTH =
189.0 119.0
AREA OF BOTTOM
LENGTH * WIDTH w
135.0 65.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1620 92.0
22,491 (AREA OF TOP)
8,775 (AREA OF BOTTOM)
59,616 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,491 59,616 8,775 1.5
Total Designed Volume Available 136323 Cubic Feet
1400SO1301214

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike}
Length * W
195.0 125.0 24,375 square feet
Buildings (roof and lot water)
square feet Describe this area.
TOTAL DA 24,375 square feet
Design temporary storage period to be 180 days
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 78000 lbs. ALW / 135 lbs. ALW * '1.37 gal/day * 180 days
Volume = 142480 gals. or 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons / day` * 0 days storage / 7.48 gallons per CF
Volume = 0:•cubic feet
5C. Volume of rainfall in, excess of evaporation
Use period of. time. when rainfall exceeds evaporation by largest amount.
0 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14,219 cubic feet
5D. Volume of 25 year --- 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15,234 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,219 cubic feet
5D. 15,234 cubic feet
TOTAL 48,501 cubic feet
MOOBO1301215

6. SUMMARY
Temporary storage period=:
180 days
Rainfall in excess of evaporation===========>
7.0 inches
25 year — 24 hour rainfall======== ==========>
- 7.5 inches
Freeboard====
1 .0 feet
Side slopes= == =
3.0 :1
Inside top length===============
195.0--feet
Inside top width========================
125.0 feet
Top of dike elevation=====================.
98.7 feet
Bottom of lagoon elevation==================
88.7 feet
Total required volume====================:=
'126 501 cu. ft.
Actual design volume=====================
136,323 cu. ft.
Seasonal high watertab I e elevation (SHWT) >
92.0 feet
Stop pumping elev.== == === ======== === ====
95.0 feet
Must be >,or = to the SHWT elev.====== =>
92.0 feet
Must be > or = to min. req. treatment el. = >
94.7 feet
Required minimum treatment volume= = = = = = = = >
78,000 cu. ft.
Volume atstop pumping elevation============>
82,097 cu. -ft.
Start pumping elev. === ===
. 96.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.= 24 hr. rainfall== >
121,089 cu. ft.
Volume at start pumping elevation===========>
Required volume to be
118,915 cu. ft.
33,267 cu. ft.
Actual volume planned to be pumped= >
36,818 cu. fL
Min. thickness of soil liner when required==>
1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
ti
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
3o� 7.
R�Up�"1�� S,an� ant.
m00801301216

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each .design to begin
pumping and this is usually the -outlet -invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping; a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at•any.time between these two
elevations for operating convenience -as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land -application of waste water is recognized as an acceptable
method of disposal.- Methods of application include solid set,
center pivot, guns, arid'traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment 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 thereby reducing odors. Solids should be
covered with effluent at Ali times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of.waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 96.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 95.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 33267 cubic feet or
248836 gallons.
M00801301217

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
• to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
' establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet .of a well. Waste shall be applied in a
.manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants -into waters of the United States. -The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management., has the responsibility for enforcing this law.
M00801301218

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans.. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed.
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF.LINERS IN THE LINER
SECTION OF THIS SPECIFICATION:,. The embankment of the lagoon shall be.
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with'an impoundment
capacity of 10 acrq-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas.of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
M00801301219

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will ribbon out a minimum of one inch between the thumb
and index finger. Water shall be added to borrow as necessary to
insure proper moisture content during placement of the liner.
moisture content of the liner material shall not be less that optimum
water content during placement. The maximum water'content relates
to the soil -material being too wet for efficient use of hauling equipme
and proper compaction. Proper compaction of the liner includes
placement in 9 inch lifts and compacted to at least 95'percent of the
maximum ASTM D698 Dry Unit. Weight of the liner material. When
smooth or hard, the previous lift shall be scarified and moistened as
needed before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soil's; a tamping or sheepsfoot
roller is'the preferable type of -compaction equipment.
The soil liner shall be protected from the discharge. of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction SpecifIcation.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final dimensions of
cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the -dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible.during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of'slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
M00801301220.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. fPENSACOLAP BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
' rl
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-7.0 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
M00801301221

M U P HY
FAMILY FARMS
August 29, 1996
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P. 0. Box 277
Kenansville, NC 28349
RE: Huff -Ham Nursery #2 - 2600 Wean to Feeder
Dear Mr. Sugg:
JUL 2 4 2001
WATt'R QUALITY SEUM
%'.m-n; oharge Oomplianoe Ed
Enclosed for your -review is the •completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
Location Map
- ASCS Tract Map
Soil Investigation Report
- Lagoon Design Spreadsheet
Operation & Maintenance Plan for Lagoon
Construction Specifications�,for Lagoon
-- Site $eeding.Requirements -"
- Site Plan With Construction Details
It is my understanding. that the Nutrient Utilization Plan for this
farm will be devej.oped for the grower by your office.
Please contact me at (910).289-6439, Ext. 4529 if you have any
questions concerning this package.
Sincerely,
RAN.,W-Ad
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Reba Tucker, (complete package)
Freddie Halso, MFF Construction Dept. (site plan only)
Bill Kenan, MFF Transportation Dept. (site plan only)
PA00801301030
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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LAGOON. SITE SOILS INVESTIGATION
PROJECT: J E Frr- U.3 HE z �R T 5rM4 Z COUNTY:
FIELD INVESTIGATION BY: e DATE: A -
SITE SKETCH
e�
rlp
a
.BORING
DEPTH
SCALE
Wr
.. �.
BORING NUMBER AND PROFILE
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BORING] SAMPLING METHOD: SIGNATURE:
1400801301033

Operator:---_----___________________=—=EBA TUCKER #2
County:—=
Da#e:----_—__--__--_—_--_--—_----- W--==== 08/29/96
Dist.to nearest residence (other than owner):
ft.
sows farrow to finish):--- --------=:===---=>
sows farrow to feeder): eder): __ _____—_=___—____>
head finishing only):===--
sows tfarrow to wean =___--
head wean to feeder • = — — — _ ==—_--_-- _ — _ — _ =
2600
Ave. Live Weight for other operations(ibs.)=>
Storage volume for sludge accum. (cu. ft):=>
Treatment Volume min. 1 cu. ft./lb.)===—___>
1.0
25 Year — 24 Hour Ralnfall (in.)===___--_===>
7.5
Rainfall in excess of evaporation (in.)==== =>
.
7.0
Will lagoon be designed as as irregular shape? (Y/N) Y
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day) = — = = = == = = = >
Temporary storage period (days)=============>
180
Freeboard (ft.}:________________________•
1.0
Side slopes (inside lagoon):==—_--_--__---__—__>
3.0: 1
Inside top length(ft.}:--__—__--_—_--__—__-__>
-155.0
Inside top width (ft.}.==—__--__--__—__—______:
155.0
Top of dike elevation (f#.�:=__-------_----_—_—>
103.5
Bottom of lagoon elevation ft.):>
93.5
Seasonal high water table(S WT) elev,(ft.):= >
97.0
Total required volume: = = = = = — _ _ -- _ - = 126078 cu. ft.
**TOTAL VOL O. K. **
Actual design volume:====== ---_---- 136143 cu. ft.
107.98%
Stop pumping el (> or = to 97.0 ftSHWT)>
99.7
(> or = to 99.5 ft. Min.)
Required minimum treatment volume:. 78000 cu. ft
**TRMT. VOL O.K.**
Volume at stop pumping elevation: ti80726 cu. ft,
103.49%
Start pumping
101.7
Volume at start pumping:elevation: 118948 cu. ft.
Actual volume less 25yr-24hr rain: 121127 cu, ft.
NOTE: Verify that temp, storage is adequate:
Req. volume to be pumped: ====> 33063 cu. fL
**TEMP. VOLO.K.**
Actual volume to be pumped:==> 38222 cu. ft
115.61%
25 Yr. Storm Storage: Required = 15016 cu. ft. **STORM STOR. O.K.**
Actual = 17195 cu. ft
114.51 %
Storm Storage:
Top = 10250 op of dike -- Freeboard)
Bottom = 101.70 tart Pump)
Storm Storage Volume by Prismoidal Method
Dims: > >
Length
Width
Top:
149.00
149.00 Area at top = 22201 cu. ft.
Midsection:
146.60
146.60 Area at midsection = 21492 cu. ft.
Bottom:
144.20
144.20 Area at bottom = 20794 cu. ft.
Volume = 17195 cu. ft.
MOOSO1301034

Operator: REBA TUCKER #2 County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish)
x
1417 lbs. —
0 sows farrow to feeder)
x
522 Ibs. _
head finishing only)
x
135 lbs. _
0 sows farrow to wean
x
433 lbs. —
2600 head wean to feeder
x
30 lbs. —
Describe other:
Totalverage Live eig t =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 08/29/96
0.0 feet
0 lbs
0 lbs
0 lbs
0 lbs
78,000 ..Ibs
0 lbs
78,000 lbs
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 78,000 cubic feet.
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ffeet) — — — — — — — — — — — — — — — — —
155.0
Inside top width (feet)-------------------------
155.0
Top of dike elevation (feet) — -- -- — — — -- — — — — — — ----- —
103.5
Bottom of lagoon elevation (feet)------------
93.5
Freeboard (feet)-------------------------
1.0
Side slopes (inside lagoon)=—.-----=�----------------
3.0 : 1
Total design volur'rie'using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3..0 . -. 3.0 - 3.0 3.0 . 149.0 149.0 . 9.0
AREA OF TOP
LENGTH * WIDTH =
149.0 149.0
AREA OF BOTTOM
LENGTH * WIDTH .
95.0 95.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
122-0 122.0
22,201 (AREA OF TOP)
9,025 (AREA OF BOTTOM)
59,536 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,201 1 59,536 19,025 1.5
Total Designed Volume Available 136143 Cubic Feet
140080130,035

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
155.0 155.0 24,025 square feet
Buildings (roof and lot water)
square feet I Describe this area.
TOTAL DA 24,025 square feet
Design temporary storage period to be 180 days
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 78000 lbs. ALW / 135 lbs. ALW * 1.37 gal/day * 180 days
Volume = 142480 gals. or 19048 cubic feet
56. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons / day" * .0' days storage / 7.48 gallons per CF
Volume = 0-..cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
0 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14,015 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15,016 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,015 cubic feet
5D. 15,016 cubic feet
TOTAL 48,078 cubic feet
MOOB01301036

6. SUMMARY
Temporary storage period__________________ -
Rainfall in excess of evaporation ======__=__>
25 year — 24 hour rainfall==—=--------------_>
Freeboard =====___—__—__—__---_—__—__—
Side slopes==== —__--_====—__--_----_—
Inside top length=====__====_=========_—:
Inside top width_ _________________--__—_
Top of dike elevation=—===__=====_—__—___=.
Bottom of lagoon elevation=
Total required volume=====--------------___
Actual design volume=====_____ =__—__== _—_
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==--�—_---_>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation ===—=--_---=>
Start pumping elev.====__—__—__--_______—=
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==>
Volume at start pumping elevation = _ _ _ — _ _ __ = W >
Required volume to be pumped ===_-------== ==_-
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
. 9
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
155.0 •.feet
155.0 feet
103.5 feet
93.5 feet
126,078 du. ft.
136,143 cu. ft.
97.0 feet
99.7 feet
97.0 feet
99.5 feet
78,000 cu. ft.
80,726 cu. ft.
101.7 feet
121,127 cu. ft.
118,948 cu. ft.
33,063 cu. ft.
38,222, th iftuff*
i.
AR
aFEss%�r'':
SEAL
14986
r
N`ol «M�Q'o`
�. AL T1]
fill .... 000
COMMENTS:. -Lagoon has been designed as an irregular shape.
Length and width used in the spreadsheet represent equivalent
surface area to actual design to fully account for rainfall capture. MC:P
3 XT_k"a? E.Vtl—j
WATER QUAU1*y SECT&I
P!3n-pIsnhargs r;cmPiance Enf.
M00801301037

PROJECT:
HUFF -HAM NURSERY#2
(FILE: ST-VL-CKWK3)
AEP NO,:
SHEET:
1
DESIGNED BY:
APB
DATE:
08/27/96
CHECKED BY:
JNT
DATE:
LOCATION / DESCRIPTION:
STAGE - AREA
- VOLUME MODEL.
ELEVATION
AREA
INCR. VOL.
CUMUL VOL.
93.4
0
9,269
94.0
0
9,913
5,371
5,371
95.0
0
11,119
10,516
15,887
96.0
0
12,393
11,756
27,643
97.0
0
13,736
13,065
40,707
98.0
0
15,148
14,442
55,149
99.0
0
.16,629
15,889
71,038
100.0
0
18,179
17,404
88,442
101.0
0
19,797
18,988
107,430
1020
0
21,485
20,641
128,071
103.0
0
23,241
22,363
150,434
103.4
0
24,036 -'
�10,401
160,835
END PUMP =
W = - > 99.65
FT. 82,351
CU FT
82,351 CF
START PUMP
= = = >
. 101.50
FT 117,750
CU FT
35,400/ CF
FREEBOARD = _ _ >
10244
FT 137,911
CU FT
20,160� CF
M00801301038

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall, will not
be a factor to consider in an annual pumping cycle,. but this storage
volume.must always.be available.
A maximum elevation is determined in each design to begin
pumping and this is usually -the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, -a permanent marker must be installed at this -elevation
to indicate when pumping should.begin. An elevation must be established -
to stop pumping to -maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for -operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application. -of waste water is recognized as -an acceptable
method of dispoa41. Methods of application include solid set,
center pivot, guns, and•trayeling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment 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 thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after -initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 10.1.E as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 99.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 33063 cubic feet or
247309 gallons.
M00801301039

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent•to perennial streams. Waste will
not be applied in open ditches. Do not,pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and. -public -right-of-ways.
9. The Clean Water Act of 1977 prohibits the -discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management,'has the -responsibility for enforcing -this law.
M00801301040

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. -To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when -loose and prior to -compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will -be considered adequate when fill material is observed
to consolidate to the -point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION'OF THIS SPECIFICATION:• The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. 'The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN'THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
M00801301041

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during, placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D598 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished,pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the -preferable type of compaction equipment.
The soil liner shall.be protected from the discharge of waste outlet
pipes. This can be done by using some type -of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional opnstruction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shdll'be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of'the dike and pad to be seeded: Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
---------------------------------
When the drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
M00801301042

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
• 120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO DULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
M00801301043

N
1
IRRIGATION SYSTEM DESIGN PARAMETERS
RE
COWD
jUi_ 2 4 2061 ExtBrr D-1
VL;ATER QuALiTI SECTION
Compliance Ed
Landowner/Operator Name: HA-_l'�-Hrtm 0toy ri e5 TuC,�,-, 4-11 e— County: Q W11 -�
Address: �F. !_�or��—
! Pik DIFL16 3 Date: 11- a (a
Telephones _P1-6-) a, 9 - 4`/(0
TABLE 1 - Field Specifications
Field'
Number .
Approximate
M8x[muin
Uscable &zc
orFleld2
(acre3)
Soil Type
Slope
(°/n)
Crop(s)
Maximum
Applicat[on
Rn(e3
Inflir)
Maximwn
Application
per lrrleat[on
Qycle3
(Inches)
Conunenla
a I
&P, - R- 13
3
t5
&A -A. B
3
�•(47
CAA -A-5
`i
20
Goa-AJ
S
5
3.40
6,A-A.13
-s
6
3. G-
Q A -A-B
-5
3 80
A -AM
3
''
ISee attached map.
2Total field acreage minus required bufr'er areas.
311cfer to N. C. Irrigation Guide, Field Ofrcc Teclulicai Guide, Section II G. Alunual application must not exceed the agronomic rates for the soil and crop used.
M0021W20923
MRCS, NC
TUNE, 1996
,

,f 11: a
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Tyke of Equipment: �; �,,o,r, ctCAt3s� "� 5ATrt5 sac) Ti.,�b; ,h 2 0l•5 "
Field NoI
and
Hydrant Not
Travel
Speed
(fVntin)
Application
Rate
(iniht)
TRAVELLANE
Effective E•rrective
Width (q) Length (tl)
Wetted
Diameter
(feet)
Nozzle
Diameter
(inches) '
EQUIPMENT SETTINGS
Operating Operating
Pressure Pressure
Gun (psi) Reel psi)
are
T'attern3 Comnunts
I
a.L4
.It
aoa
70o
a90
-59
Ja . I
@-70"
a
y
.3-
00 0
''CQ
.77
c-�I
3
.36
ao o '
59 b
090
- 7G
a"IOa
, 3C.
60
'860
=•
:89
0
Q .4
gSO
M
-$
o
105a
b 4
y
3C
006
'60
M4
.Sq
70
�Mo
7
IS cc attached snap.
2Sltow separate entries for each hydrant location in each ;field.
3Use the follo%ving abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (Half circle), T (one third), Q (one quarter). M00202120924
May also use degrees of arc.
MRCS. NC
1UNE, 1996

EXHffif3' D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line Not
OPERATING PARAMETERS .
Wetted Hydrant Spacing (ft) Application Nozzle: Operating Operating
Number of Diameter Along Between Rate . Diameter Pressure Time
Hydrants_ feet Pipeline Pipelines (Inlhr) (inches A Gun(psi) Hydrant r Comments
lSee attached map. M00202120925
2Show separate entries for each pipeline with hydrants in cach field.
MRCS, NC
NNE, 1996

TABLE 4 - Irrigation System -Specifications
Traveling.
Irrigation Guri
Solid Set
Irrigation
Flow.Rnte of Sprinkler (gpni)
I5a
perating Pressure nt Pump (psi)
14.3
Design Precipitation Rate (In/hr)
+CJ
Hose Length (feet)
gab
xxxxxxxx
Type of Speed Conipensntion
'A
xxxxxxxx
Pump Type (PTO, Engine, Electric)
t:
Pump Poirer Requirement (lip)
. i
TABLE 5 - Tlirust Block Specifications ;
Desimier may nrtivlde thrust block details on senarate sheet.
LOCATION
.THRUST BLOCK
AREA (sq. ft.
901 Bend
i , U
Dead End
Tee
Q,
'See USDA-NRCS field 015ce Tecluiical Guide, Section IV, Practice Code 430-DD.
M00202120926
MRCS, NC
RUNE, 199b

E}CHIDIT D-S
IRRIGATION SYSTEM DESIGNER
Name: ra, 4Je 5��✓b� C.�Cvie ?
Company: /.;r. / $.rn� ,Ss rr
�}
Address: � x -7 9 k6w fi + 1( AIL
'Phone: TO cx� , L(5�
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of (lie proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, 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.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
b. 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,
N.C. Field Office Technical Guide, Section W, Practice Codc 430-DD.
a. 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 —,TJL feet wide or wider must be maintained between the limits of the irrigation system and all perennial ,
streams and surface;waters per NC Statutes.
M00202120927
MRCS, NC
RUNE, 1996

Narrative of Irrigation System Operation
Describe the operation of the system in the sQace provided below or on a similar sheet most convenient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipinent.
M00202120928
EXHBIT D-6
NRCS, NC
NNE, 1996

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f
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1
mnngnhignaq4 I

ZE60Z Mzuuvv

P.h PJPB O.D. in
P.I+ PLPL I.D. itt
P.ii. PIP11 LtiNG1H Ft
WETTED LENGTH Ft
FRAME
GUN
P 02
2.95
OVERALL.L. NGTH
10' 2"
2.52
OVEI2AU,W]DTH
7, 6'
$20
OVS1iA1 L HEIGHT
7' 2` -
930
GROUND CLEARANCE
III
S.1
pk11' T WFlGHT.
2X0 W
N£ .SON SR 100
GRO$S' WEIGHT
3'950:
PERFORMANCE TABLE
75 ATI`S 820
SPEED OF•P.L PIPE PULL INMEI'ERSIHOUR
SPEED OF P.B. PIPB PULL IN Pi /liOUR
LNL13T
FLOW
-NOZZLE
NOZZLE
SPRAY
STRIP
WE'I'iED:200]
50
40
30
25
20
15
PRESS
IN
SIZE
PRESS
RANGE
WIDTH
AREA IN1165
130
100
80
65
50
R•
PSI
GPM
INC1igS
PSI
Ft
Ft
ACRES
-
WATER
APPLICATION IN INCHES
g8
gg
65
_
132
184 -
4.0
03
03
0.4
00.6
5
0.8
1.1
105
103
0.77
-70
135
188
4.0
0303
0.4
0
0.6
0.9
111
101--
75
137
142
4.1
0,3
0.3
0,4
0.5
A7
0B
:... ;�_.
-__.._� .....
3
03 _.-..nf
06
07
0.8
1.1
i18
- 110
80-
8$
14Q
142
196
199
&1
4.3
v
03
0.3
0.4
0.6
.
0.7
0.8
1,1
_ _
0.6
0.7
01.2
124'
98
114
111
60
134
la
4.0
0.3
0.3
0.4^
105
Ii5
0.81
65
137
192
4.1
03
0.4.
0.4
.0.6 .
.
0.7
0.9
L2
105
12
115
70
140
196
42
03
0.4
0.4..
' 0.6
0.7
09
1.2
119
12A
75
143
2W
43
03
0.4
0.5
0.6
0.7
0.9
1.2
Uh
128
80
146
204
4.4
0.3
0.4
.0.5
0.6
0.7
09
12
133
132
85
148
207
4.4
03
0.4
03
0.6
0.7
0.9
13
106
IV60
139
195
4 Z
030.4
0.5
0.6
0.8
1A
1.3
113
132
Y..... A
p:8 •
65:
142
1W.
4-30.3
.
0.4
0-5
0.6
0.8
1.0
13
121
157
t ,
70-
145
204
•4.4
03
0.4
O.S
0.7
0.8
1.0
1.3
I.M.
142
75
148
208
4.5
0,3
0.4
0.5
0.7
0.8
1.0
13
L16
147
80
151
211
4.5
0.3
0.4
03
0.7
0.8.
1.0
1.4
144
151
95
154
215
4.6
0.3
0.4
0.5
0.7
0.8
1.0
1.4 {
�- 4.3...
11S
145
60
I44
202
0.4
0.4
0.5
0.7
0.8
1.1
1.4
-
1Z3
151
U.Sg
65
147
206
4.4
0.4
0.4 .
03
0.7
0.9
1.1
' L4
131
156
70
151
211
4.5
0.4
0.4'
0.5
0.7
0.9
1.1
1.5
140
162
75
154
215
4.6
0.4
0.4
0.6
0.7
0.9
1.1
1.5
148
167
80
156
219
4.7
6.4
0.4
0.6
0.7
0.9
1.1
1.5
126
163
60
149
208
4.5
0.4
0.5
0.6
0.8
0.9
1.1
13 1
1
I35
170.
093
65
152
213
4.6
0.4
0.5
0.6
0.8
0.9
1.2
1.6
144
176
70
156
218
4.7
0.4
0.5
0.6
0.8
1.0
1.2
1.6
138
183
_
_ 154
215
4.6.
0.4
0.5
0.6
0.8
1.0
1.2
1.7
_ - 60
148 1
191 1
0.96
65
157
1 220
4.7
0.4
0.5
1 0.6
0.8
1.0
1-3
DRIVE
PULLEY SETTINGS
_
TURBINE
PULLEY
112
50 mlm
_ �
50 mlm
I112
GEARBOX
PULLEY
50
60 mlm
m!m
_ {
MAl19fig97AQiq

QX
tu 5(X
40C
loo
0
BERKE LEY PU M PS 'CURVE 4117
DATE 3- 1 -af3
PAGE 2.02
TYPE "B" RATING CURVES. SUPERSEDES
ENGINE DRIVE Curve4117 Paqe2.02 1"
Dated 4-1-85
C.I. P11-1063 u-c+,'N-. 14-'663 vAa I ous R.F.U. CTCN4
C.I. L-3001 w.ch. m.. L-5038 Di., 13-1/211 FULL
MAxtmum WosmiNc� PoEsswte 247 PSI 14-t 1,-1[I
30
-N ....
A
A
tJ .1
J
-.1
H
j..
T
r
FF t
cHc-y
L
4:
....3qcp
Apt ..m
L j
T.
....
...........
. ........
...........
.
.......
2400
RP14 —
-.7
L
i 2200
Sftj:,r
....
...... ...
... ...
L.......
7 7,
16001
RPM
6 .
&
F.
j, .
.........
.......
.........
.
..... ....
.........
.
......
I
A
........ . .. ...
.
J:
3:
T!.
.........
-4
�
T
—7
Z....... ..
....
...
J.
J
1
A
4- .
T5-1
0 loo 2W 300 400 500. 600 700 800 90o t000 iiOo i20o
CAPACrrY IN U.5, CALLON$ PER MINLrrE
C-7048. 5-00� T-2554 5 . ..... N. C-7048 10-27-71 -29-72 - MODEL B 3JQBM
20
107
0
C.. ". M.I.d.j C.P. prflma 8-1939 M.ek:ma H-1959 VAR taus FILP.M. — crcfd
ImP-R— M-100(al C-1- F-tLK6. K-2319 m"kmo. M-4821 oi.. W-7/16" FULL T
MAXIMUM WORKANC PRIES3109c 266 PSI
30
. ....... 1 1-z
1 -44
- - ----- 20
.... .... ... .... .. .......... ..... ....
..........
.. . ... .. ... . ..... .......... .
107
........... . . .. .. ....... .. .. J.—
......... ..... . ......
.. ... .... ...
400 0
.... ......
... ........
)05{ F F ICI E
. . ..........
2 nPf4
500
J, ......... ......
-c . ........ * . ....... I
..........
ZOO, �b
0
.0
15
.—I . .........
A 100 7
M00202120934
....... ... . ...
0
;Ir, 200 500 400 Vx) (0) 700 eM -)oo (X X-1 ---- -------
CAINOXITY IN U.3, QALLGeig PER PAiHVTF.

Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
— values are rrnm currenuv . -4- -,f -a%i i r �_--- -
300 series Engine
Model: 4039D
71' hp @ 2500 rpm
53 kW @ 2500 rpm

I ION LOSS IN ALUMINU�4
FVC PIPE
{ .IC
P.S.i. FRICTION LO5S PER SOD FEFf
P.S.I. FRIL' 109 LOSS PER 100 FEETpyC IRRIGATION PIPE
_ _ AI.iJt{Ih'iNi I�iGT�KI?_l.CllPII�S S 5 B
5 6 8 IRS. i.D.. 2
BA
1i1N. ' 20 •0.5 O.i- " - - _ - " 30 0.8 0.1-
30 1.1 0.2 ~ ~ - - - - 4A 1.4 0.2
' 40 1.9 0.3 Q.1 " " - 50 2.1, 0.3 0.1-
50 2.9 0.-4 60 2.7 0.4 0.1
60 4.1 0.6 0.2 0.1 0.! - -' w - 5.4 70 3.9 0.5 0.1 - _ r
0.7 o.2 0. I
70 5.4 b.8 - 88 0.1 - -
80 -
1.0 0.2 0.9 0.2 4.1 - ' " - 40 - - '
1.2 0.1 - " ~ ~ 100 - - 1.0 0.3 4.1 -
94 0. 5 - - IN ~ " 1.5 O.I. 0.1 - ` - 110 - - 1.2 0.3
110 - 1.7 0.4 0.I 0.1. - f70 - 1.5 0.4
2,0 0.5 0.2 0.1 _ _ 1,7 0.4 0.1 0.1
12Q - ' - - IN
4.S 4.2 0.1
1-• `
30 - - 2.4 0.6 0.2 0.1 140 - - - -
2.7 0.7 0.2 0,1 - " - 2.7 0.5 0.7 0.1
150 - - 3.1 0.s 0.3 0,1 ~ - 160 - 2.5 0.6 0.2 0.1 _
160 - - 3.5 0,9 0.3 0" Y - 170 - - 2,8 0.7 ' D.2 0.1
170 - - 3.9 1.0 0.3 0.i - ~ IDO _ - 3.1 0.8 0.3 0,1 _
4.3 S,1 0,4 O.F 190 - - 3.4 0.8 0.3 0.1
180- -.. f • 0:1 -
` 190 - 4,B 1.2 0.4 0.2 ~ 200 - - 3.7 0.9 0.3 - -
- - 5.3 1.3 0.4 0.2' _ - 210 - - 4.1 1.0 0.3 Q.S -
210 - - - - 1.4 0.5 0.2 220 - - 4.5 1.1 0.�- 0.2
220 - - - - 1.5 0.5 0.2 0.1 230 _ _ 4-.4 .1,2 D.4 0.2 -
230 - - - 1.7 0,3 0.2 0.1 240 _ - 5.3 1.3 4.4 0.2 _-
20 1.0 0.6 0.3 0.1 250 1.4 .0.5 0.2 -
250 - - - - 2.0 0.7 0.3 0.1 260 _ _ - - 1.5 0.5 0.2 0.1
2b0 - - - - 2.1 0.7 0.3 4.1 270 _ _ _ _ 1.6 0.5 0.2 a.!
270' 0.8 0.3 0.1 _ _ - - 1.7 0.6 .0.2 0.1
no
2BO - - - 2:4- 0.8 0.3 0.1 290 - _ _ 188 0.6 0,3 0,1
290 ~ ~ - - 2.6 0.9 0.4 0.1 - - - - 2.0 0.7 0.3 0.1
2:� 0.9 0.4 0.1 310 - - 2.1 0.7 0.3 0.1
310 - - - - 2.9 1.0 0.4 0.1 120 - _ _ 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 336 - _ _ _ 2,3 ..O.B 0.3 0.1
330 - - - 3.3 1.1 0.5 0.1 340 _ _ - - 2.5 O.-B 0.3 0.1
30 - - - 3.5 1.2 0.5 0.1 350 2.6. 0.9 0,4 0.)
2 0
1
3.b ..5 0.1 '
33D - - - - - - -...0,9 O,S 4.f
- ~ - - 3.8 1.3 0.5 0.1 33b4
360 70 _ _ _ .2-9 "0
370 - - 4.0 1.4 0.6 0.1 38a 3.0 1.0 0.4 0.1
380 - - - - 4.2 1.4 0.b 0.1 390 - - - - 3.2 1.1 0.4 0.1
390 - - - - 4.5 1.5 0,6 0.2 404 - - _ _ 3.3 I.1 0.5 0.1
400 - ~ - - 4.T i.b 0.6 4•2 470 - - - - 3.6 1.2 0.5 0.1
420 - - - - 5.1 1.7 0.7 0.2 440 _ _ - - 4.0 1,3 0.6 0.1
110 - - - - - - 1.5 0.8 0.2 44 - - - - 4.3 1.5 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 480 - - - 4.7 1.6 0.6 0.7
480 - - - - - 2.2 0.9 0.2 - - 5.0 1.7 0.7 0.?
500 - - - _ _ 2.{ 3,0 0.2
Mao202120936

FRICTION' LOSS IN POL1rf THE
LENTE HOSE
` FRIC11OX LOSS PER 100 FE9 POVEMLINE IRRIGATION 1IDSE 'l1ATEllf
p.5.1. 53 50
` 124 JtQ 90 B? 275 2 1 5.60
' 135 125 3.7 3 2.7
0.D. 11n 4.1 4.9
1.D. INS. 4.5
6ALI ' 10 2. 3
30 _ - - - - - - _ 2.1 6.0
40 -_ - 1.2 2.9 6.4
50 - - _ _ - - - ` i.0 I.6 3.7 11.2
60 ` - _ _ - - - ` __ _ 13 2.0 4.9 14.4
70 - ' _ - - .2.5
00 - - 1.6 - -
90 - - _ _ " - _ 1.1 1.9 3.0 7.5
100 - - _ _ 1.3 2.3 3.b 8.9 - -
110 - - - - - - _ 1.b 2.7 4.2 10.5 _
120 ' - _ _ _ 0.3 1:8 3.1-
130 " - _ _ _ 0.9 2.1 3.6 5.6-
140 - _ 0.9 2.4 4.1 6.4-
150 - - - _ _ 1.0 2.7 1.6 7.7-
160 1.2 3:0 5.7 8.1
170 -- -` O.g 1.3 3.4 5.7 8.9 _-
1.9 1.4 3.7
6.3 4.4
199 - ' - _
' l.6 4.1 7.4 - - - -
204 - 0.9 1.2 .1.7
210 4.5 7.6
- - 0.9 - - - -
3.0 1.3 1.9 4.9 8.3
220 2.1 5.3 9.0 - -
230 - - 1.1 J.4 5.7 9.0 - - - - - -
1.2 1.5 7.2
2.10 ` - 1.6 2.4 6.2 - -
250 0.9 1.3 -
260 1.0 1.4 1.7 2.6 6.6-
270 l.a 1.5 1.9 2.8 7.1
280 1.1 1.6 2.0 3.0 7.6
290 1.2 1.7 2.1 3.2 8.1 A. -
1.8 2.2 314 8.6
300 3: b 9: 2
.310 1.3 1.9 2.4 -
320 1.4 2.0 2.5 5.9 9.7-
3330 1.5 7.2 2.7 4.0--
340 1.6 2.3 2.8 4.2-
3350 1.7 2.4 3.0. 4.5-
s6a 1.7 2.5 i:7 4.7-
�0 1.8 2.7 3.3-
380 J.9 2.8-
390 2.0
400 2.1 3.1 3.8-
420 2.3 3.4 4.2 •6.3 - - - -
440 2.5 3.7 4.6 6.9
440 7.7 4.0 5.0
480 3.0 4.3 5.4 6.0 -
500 3.7 4.b 5.8
40
1.30

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete'. Manufacturers recommended thrust blocks at any
change in direction greater than 100.- Figure 1'gives an example of
different arrangements for thrust b]oclks.
r
N
Firlure ]. f;r.anaple of rfil11-Tangeuuni.s for thrust wocYs.
s
I
Mrinnft,%A_ ._

Figure 2. Anchorage' bI ocks.
for in -line valves.
Table 1 is the forces
encountered at end
plugs. to
calculate
forces encountered at bends,
tees and
wyds, multiply
the
figure in
Table 1 by the factors given in Table
2.
Table
1. Thrust'W at End
Plugs
Thrust in
lbs. for•
test pressure in psf
Pipe Diameter.
100 PSI
150 PSI
20d"PSI
250 PSI
(inches)�-
1k
295
440
590
740
2
455
680
910
1140
- 211
660
990
132'0
1650
3
985
1480
1970
2460
.4
1820
2720
3630
4540
6
3740
5600
7460'
9350
8
A-90-
9740
13,OaO
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800'
41,300
51,400
16,
26,600
39,800
-53,100
66,400
M00202120939

5
Table 2. Factors .for Calculating Thrust tiJ for
El bows -and'Tees.
El bows: ' 900 1.41" Tees = 0.70 Z-
60° - 1.00
45Q = 0.76A.
300 = 0.52 `
Table 3 gives the safe bearing load for differentt-sofl types.
Table 3. Safe Bearing Load
Soil'
oil' l b/.ft2
r ' Mulch, peat and similar 0 aa
-Soft Cl ay 1000 (1 vY�
Sand 2b00 ---
Sand and gravel 3000 .
Sand- and'gravel cemented
with clay . 4000
Hard -shale 10,000
Thrust block area(ft2) _ fd _ Thrust (Table 1 & Table 2)
:F o7 I G—earing strength . a e 3j.
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure thai the correct .size thrust blocks are.
beipg used.
There are a number of'machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be. used for trench preparation. The vibrating, plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diametet of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for.large
Pipe are required, the backhoe will be most satisfactory. if soil
conditions, permit, long stretches of open trench will expedite pipe
installation_ However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in.the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-•7-
..nn,)n9i,)G940

02/13/1999 23:40 9102896442 LAND&NUTRIENT MGMT PAGE 02
Conditional Approval Verification Form
Facility Name: ' - 0, - ••. Facility No.: 31 1134
Owner(s) Name:
Mailing Address: .._- Phone No.: a._ 9ao5s
3: LX 4 County: ..
The facility has satisfactorily completed activities needed to meet the conditions of the
conditional certification submitted for this facility. The following items have been completed
and verified by me:
p�,Al1 land application equipment has been purchased and properly installed and calibrated to
the correct specifications, Date of installation of equipment:
Q The cropping system is in place on all land as specified in the animal waste management
plan. Date cropping systcra in place:
Name of Technical Specialist iPlease Print): e. ti
Agency:L.. o..,r rv..:S _
Address (Agency): ` r -� s -i 5'R , _ Phone No.: ,_QL%ct,- 2�'\ k t
Signature:
Date: -'7 _.5 - 01
I verify that the above information is correct and has been satisfactorily completed. I realize that
I will be subject to enforce-ment if I failed to complete my conditional certification by the date
specified in my Certified Waste Management plain Cercifieation. I also realize that
failure to meet the conditional certification date is grounds for revocation of my permit or
deemed permit status.
Name of Land Owner (Please Print):
Signature: tr,�.,...- - Date:
Return within 30 days following receipt to:
NC Division of Water Quality — Non -Discharge Compliance
and Enforcement Unit
Attention: Sonya Avant
1617 Mail Service Center
Raleigh, N. C. 27699-1617
[phone] extension 571
April 5, 1999
CAVF-1
sla

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Huff-N-Ham Nurseries Inc
Huff-N-Ham Nursery #1 & #2
352 Huffman Rd
Rose Hill NC 28458
Dear Huff-N-Ham Nurseries Inc:
RF,7rin
VFD • •
F' E2000
BY:
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL- RESOURCES
January 24, 2000
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-834
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or Iiability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Huff-N-Ham Nurseries Inc
Huff-N-Ham Nursery #1 & #2
352 Huffman Rd
Rose Hill NC 28458
Farm Number: 31 - 834
Dear Huff-N-Ham Nurseries Inc:
ECEIVE
MAR 1 7 2000 4 � ��
March 15, 2000
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Huff-N-Ham Nursery #1 & #2, in accordance with G.S. 143-215.10C, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty 60) days to
submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws
(Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
Hunkele with the Wilmington Regional Office at [phone].
Sinc ly,
C
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Huff-N-Ham Nurseries Inc
Huff-N-Ham Nursery # i & #2
352 Huffman Rd
Rose Hill NC 28458
Dear Huff-N-Ham Nurseries Inc:
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-834
Dupfin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. ERR I, IRR2, DRY I, DRY2, DRYS, SLUR I, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
rol
cc: Wilmington Regional Office
Dupfin County Soil and Water Conservation District
Facility File
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Rn istd April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number -_-- Operation is flagged for a wettable
Farm Name:. ►-_ acre determination due to failure of
On -Site Representative: Part It eligibility item fs) F1 F2 F3 F4
Inspector/Reviewer's Name:�4--4�Q
Date of site visit:
Date of most recent WUP:
Annual farm PAN deficit: d pounds
.�,Z_ Ope'ratibn not required to secure WA
determination at this time based on
exemption F1 El) E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation 5ystem(s).­ circle #(D turd-hDsetraveler, 2. center -pivot system; 3. linear --move system;
4. stationary sprinkier system wlpermanent pipe; b. stationary sprinkler system wiportable pipe;
6. stationary gun system wlpermanent pipe, 7. stationary gun system wiportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part iI, overrides Part l exemption.)
El Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D�D3 irrigation operating parameter sheets, including trap
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sh at,'including map depicting
wettable:acres, is complete and .signed 'by a WUP.
E4 75% rule exemption.as verified in Part Ill. (NOTE:-76 % exemption cannot be
applied to fauns that fail the eligibility checklist'in-Part IL Complete eligibility
checklist, Part Il - F1 F2 F3, before completing computational table in Part Ill).
P►RT.II.7.5°!° Rule Eligii;iliiy Checklist and.Documentation of WA Determination
Requirements. WA.Detetmination .required because- operation nails :one of the .eligibiiity
reouirements listedbeiow:
_ F1 on:spray.
f eld(s) :accord1ng-io-Jarm'sjaSttW0 .years gabon3a cords:
F2 Uncl ar,-iliegible, Dr lack of'iniarmationimap.
F3 0bviousotpid-iimitauons-(numamus:ditches;sailuma- o=deductTequired:
bufierisetback:acreage;�Dr25% of-total_acreageidenun`ad:.iri_CAWMP-.-triciudes_-_
small, irregularly -shaped 7ields ziteeids:lesslhan 5mcres-Far..:travelersmr.iess�inan
2 acres -for.-stationarympfin kiers).
F4 WA determination required because CAWMP credits -iald(s)'s acreage -in excess
of 76 io of the respective field's total acreage as noted in table.in Part Ill.

Rtviscd Apn] 20, 1999
Facility Number
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT FIELD TYPE OF TOTAL CAWMP FIELD COMMENTS)
NUMBER NUMBER" IRRIGATION ACRES ACRES %
1 SYSTEM
rI*-LD NUMB—W - nya,ant, puu,zone, orpwrit numpers may be used in place ❑ffleia pumpers oepanding on CAWMP
and type of irritation system. - If pulls, etc. cross7nore-than -one field, inspectorlreviewer will have to combine fields to
calculate 75% Tleld by field determination Tor exemption; -otherwise operation will be subjec�L to WA determination.
'FIELD NUMB=r z - must be clearly delineated Dnznap.
COMMENTS' - back-uD fields with CAWMP of its total.acrnsand t-mvinoTeceived iess titan 50%
at i=.s annual PAN as -documented irltle farm's aravious:two vears' (1997 '& 1998) of irrigation -records, --cannot serve -as -the
sole basiszorrepuiring a WA Determination.:Back-uniields- must-benoted in tnemommentzeciionand must Ile accessible
bey irrigation system.
Far' IV. Pending WA'Determinations -
.__,__'_.P1 PlanJacks1ollowinginformation:
P2 Plan Tevision -rnay_satiszy-7a% rule based on adequate overall PAN deficit -and by
adjusting -all field:acreaga=o-below 75% use rate
P3 Other (iehn process of installing new irrioaFion system):