HomeMy WebLinkAbout310399_HISTORICAL_20171231NUH I H UAHULINA
Department of Environmental Qual
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number.
31-399
Facility Name: Triumph Sow
Certified Operator Name:
Kendall Huffman
County: Duplin .�
Operator Number: 16819
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:
Spiltway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Triumph
no
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_
XXXX 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 III 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: 12/28/2015
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.
AJ Linton' t o r r %t i,!j0 Phone: 910-285-1357
Facility Owner/Manager print)
Q Date: 12123/2015
*Facility OwnedManager (signature)
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 (ID): Trium h
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches In red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165000 ft2
e. line c/12 x line d x 7.48 gallonslW 102850 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 254943 ft3
h. current herd # F 2-4-1-il certified herd #1 2411
actual waste produced = current herd # x line g
certified herd It
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 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 11/g/2015
m. ((lines e + k)f1000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
254943 ft'
L� �Jfe
96250 ft3
437821 gallons
1.20 Ibs11000 gal.
648.8 lbs. PAN
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure 10: Triumph
line m =
648.8 lb PAN
2. Structure ID:
line m =
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 I+2+3+4+5+6= 648.81bPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT 1-I51 MMU5 TO VVHIGFI PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
O, tract # p. field # q. crop r. acres a. remaining IRR L TOTAL PAN u. application window'
2 PAN balance BALANCE FOR
(lwacm) FIELD (lbs.)
column r x a
K2 PivotK Wheat 59.1 104.00 6149.5 See - April
I I [ I { I I i
State r-jirrPnt rrno endina annliratinn date or next corn annlicatinn beainninn date fnr available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11)
x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x) =
PoA (30 Day) 2/21100
6149.5 lb. PAN
648.8 lb. PAN
6149.5 lb. PAN
-5501 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 facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21/00
XJI�Alr
NCDENR
North Carolina Department of Environment and Natural Reso
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 15, 2011
Triumph Associates, LLC
Triumph Farm
PO Box 1139
Warsaw, NC 28466-1139
0 � @ � _9T �
SEP- 2 2 2014
Subject: Certificate of Coverage No. AWS310399
Triumph Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Triumph Associates, LLC:
Dee Freeman
Secretary
In accordance with your September 6, 2011 request to modify your permit to include on -site mortality
composting, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Triumph
Associates, LLC, authorizing the operation of the subject animal waste management system in accordance with
General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management and
land application of animal waste and composted mortalities as specified in the facility's Certified Animal
Waste Management Plan (CAWMP) for the Triumph Farm, located in Duplin County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: Farrow to Wean: 2411 Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS310399 dated October 1, 2009. 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. An adequate system for collecting and maintaining the required
monitoring data and operational information must be established for this facility. Any increase in waste
production greater than the certified design capacity or increase in number of animals authorized by this COC
(as provided above) will require a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Composted materials are approved for land application only and may not be transferred to a third
party. An updated Waste Utilization Plan that includes the compost as a nutrient source and the
intended land application site(s) must be submitted to the Division within 45 days of receipt of this COC.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 One
Phone: 919-733-32211 FAX: 919-715-05881 Customer Service; 1-877�23-6748 NorthCar'ollna
Internet: www.ncrraterquality.org ��1
An Equal Opportunity 1 AtBrmliN��/I ,
ative Action Empbyer L `;]/,�
:`-Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
! record keeping and monitoring_ conditions in this permit. Record keeping forms are unchanged with this
General Permit: � Please continue to use the same record keeping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you
will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under
this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply wells
shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be
maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field.
Please 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
If you wish to continue the activity permitted under the General Permit after the expiration date of the General
Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to the
Division 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 permit by contacting the Animal Feeding Operations Unit for information on this process.
Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4) hours
of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning, or a Flood
Watch associated with a tropical system for the county in which the facility is located. You may find detailed
watch/waming information for your county by calling the Newport/Morehead City, NC National Weather
Service office at (252) 223-25737, or by visiting their website at: www.erh.noaa.gov/er/mhxl
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office Aquifer
Protection Staff may be reached at (910) 796-7215. If you need additional information concerning this COC or
the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-3221.
Sincerely,
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Murphy -Brown, LLC
APS Central Files (Permit No. AWS310399)
AFO Notebook File AWS310399
F
PLAN OF ACTION(Poa) FOR HIGEEBOARD AT
�i;
Facility Number: AWS310399 County:
ANIMAL FACILITIES
Duplin
Facility Name: Triumph Farm
Certified Operator Name: Kendall Huffman Operator Number:
16819
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 5
Triumph
no
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.
XXXX 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 III 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�ofwasteao_a�-site)
not covered in the facility's CAWMP.
FEB 1 7 2010
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units andjdates In 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: 02/19/2010
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.
fA S 1., -t 1,. _ _ Phone: r"j�1D "a8�r /44j
Facility Owner/Manager (print)
Date: / 0
Facill Owner/Manager (signature)
Triumph-Poa30-02-12-10.x1s
0
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 (ID): ITriumph
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 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) 165000 ftz
e. line c/12 x line d x 7.48 gallons/W 205700 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 254943 ft3
h. current herd # 2411 certified herd # 2411
actual waste produced = current herd # x line g = 254943 ft'
certified herd #
i. volume of wash water according to structural design Qft3
j. excess rainfall over evaporation according to design 96250 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 437821 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 12/02/2009 1.50 Ibs11000 gal.
m. ((lines e + k)/1000) x line I = 965.3 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Triumph line m = 965.3 lb PAN
n. 965.3 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS 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)
k TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
Pivot K1
Wheat
1 59.13
104.001
6149.5
Sep - Apr
Reel 1 &2
Wheat
1 5.97
96.001
573.1
1 Sep - Apr
'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 (sum of column t) = 6722.6 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 965.3 Ib. PAN
x. Crop's remaining PAN balance (line v from section 111) = 6722.6 lb. PAN
y. Overall PAN balance (w - x) _ -5757 lb. PAN
Line y must show as a deficit. If line y does not snow 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 facility.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit_ Additional land is
available for pumping if needed.
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT.ANIMAL FACILITIES
Facility Number: AWS310399 County: ' Duplin-
Facility Narrie: Triumph Parm
Certified Operator Name
Kendall Huffman
Operator Number: 16819
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: Triumph.
Spillway(Y or N): no
Level(inches): 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.
XXXX 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. Bofdme and PAN content of waste
to be pumped and hauled is reflected in section III 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: 12/13/2009
hereby certify that I have reviewed the information listed above and included withinytmc --
attached Flan of Action, and to the best of my knowledge and ability, the information is I
accurate and correct. DFC 1 4 2009
{� c By.
.!-1 �— i Y� O Y� Phone: f c�� S�
Facility Owner/Manager (print)
Date:
facility Owner/Manager (signature)
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Triumph line m = 965.3 lb PAN
n. 965.3 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS 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)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
Pivot K1
Wheat
59.13
104.001
6149.5
Sep - Apr
Reel 1 &2
Wheat
5.97
96.001
573.1
Sep -Apr
'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 (sum of column t) = 6722.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 965.3 lb. PAN
x. Crop's remaining PAN balance (line v from section Ill) = 6722.6 lb. PAN
y. Overall PAN balance (w - x) = -5757 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
facili
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. Application will be done with an aerway drag hose system. The WUP reflects
the use of this equipment.
We have a suspicion that there is fresh water entering the lagoon via the farm plumbing. We are installing
a water meter on the farm to try and help identify any excess water going into the lagoon.
PoA (30 Day) 2/21/00
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
t. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): JTriumph
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 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) 1650001 ft2
e. "line c112 x line d x 7,'48 gallons/W 205700 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 254943 ft3
h. current herd # 2411 certified herd # 2411
actual waste produced = current herd # x line g = 254943 ft3
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 1 12I212009
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
® ft3
96250 ft3
437821 gallons
1.50 Ibs/1000 gal.
965.3 lbs. PAN
PoA (30 Day) 2/21/00
Nutrient Management Plan For Animal Waste Wgigo-UWNRIDWO
12-02-2008 Aqt ferpvAedanSection
MAR 312009
This plan has been prepared for:
Triumph Sow
- - Triumph Associates LLC
PO Box 1139
Wallace, NC 28466
910-285-1005
This plan has been developed by:
AJLINTON
MURPHY FAMILY VENTURES
PO BOX 1139
WALLACE, NC 28466
910-285-1005
Ci �
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the RequxM VV"ncerning animal
waste management that are included with this plan.
Signature (owner)
Signature (manager -oorr producer)
APR 0.2 z0y
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: C _ l,� -2 -08
Techn al Specialist Signature Date
r
------------------------------------------------------------------------------------------------------- ----------------------------------------------------
585661 Database Version 3.1 Date Printed: 12-02-2008 Cover Page I
4-
Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 7,722,433 gals/year by a
2,411 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
11917
Incorporated
20466
Injected
22539
Irrigated
12953
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,953
17801
-4,848
10,612,426-
-2,889,993
Year 2
12,953
17439
-4,486
10,396,710.
-2,674,277
---------------
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
442105 Database Version 3.1 Date Printed: 12-02-2008 Source Page Page 1.of 1
C
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
U—ble
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Kl
Reel 1
3.75
3,75
N/A
Marvyn
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
29 bu.
Corn, Grain
75 bu.
Kl
Reel 2
2,22
2.22
NIA
Marvyn
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
29 bu.
Corn, Grain
75 bu.
K2
Pivot Kl
59.13
59.13
NIA
Autryville
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
Com, Grain
85 bu.
T1
Pivot Tl
27.73
27.75
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T1
Reel 3
5.68
5.68
NIA
Autryville
Com, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
Tl
Reel 4
2.70
2,70
N/A
Auryville
Com, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 10
2.11
2.11
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 5
3.40
3.40
NIA lWoodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 6
5.22
5.22
NIA
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 7
5.56
5.56
NIA
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 8
4.12
- 4 121
NIA
Autryville
Com, Grain
85 bu.
442105 Database Version 3.1 Date Printed 12/2/2008
NOTE: Symbol * means user entered data.
PCS Page Page l of 2
E
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 9
3.01
3.01
N/A
Auuyville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
PLAN TOTALS: 124.65 124.65
Ll
-
442105 Database Version 3.1 Date Printed 12/2/2008
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included, A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
period
Nitrogen
I'A
Nutrient
Req'd
(Ibs/A)
Comm.
Pert.
Nutrient
Applied
(Ibs/A)
'Res,
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Kl
Reel
S9
Marvyn
3.75
3,75
Wheat, Grain
40bu.
9/1-4130
84
0
0
Irrig,
42
25.04
0.00
93.90
0.00
Kl
Reel 1
S9
Marvyn
3.75
3.75
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
113
0
0
Irrig.
113
67.37
0.00
252.63
0.00
K1
Reel 2
S9
Marvyn
2.22
2.22
Wheat, Grain
40 bu.
911 4/30
84
0
0
1rrig.
42
25.04
0.00
55.59
0.00
Kl
Reel 2
S9
Marvyn
2.22
2.22
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
113
0
0
1 Irrig.
1 l3
67.37
0.00
149.56
0.00
K2
Pivot Kl
S9
Autryville
59.13
59.13
Wheat, Grain
45 bu.
9/1-4/30
104
0
0 1
Irrig.
52
3 L00
0.00
1,833.11
0.00
K2
Pivot Kl
S9
Autryville
59.13
59.13
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
3,525.22
0.00
T1
Pivot T1
S9
Autryville
27.75
27.75
Corn, Grain
85 bu.
2115-6/30
104
0
20
brig.
84
50.08
0.00
1,389,70
0.00
TI
Pivot TI
S9
Autryville
27.75
27.75
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
860.29
0.00
TI
Reel 3
S9
Autryville
5.68
5.68
Corn, Grain
85 bu.
2115-6/30
104
0
20
Irrig.
84
50.08
0.00
284.45
0.00
TI
Reel 3
S9
Autryville
5.68
5.68
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
176.09
0.00
Tl
Reel 4
S9
Autryville
2,70
2.70
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
0
0.00
0.00
0.00
0.00
TI
Reel 4
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
0
0.00
0.00
0.00
0.00
T2
Reel 10
S9
Autryville
2.11
2.11
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig,
84
50.08
0.00
105.67
0.00
T2
Reel 10
S9
Autryville
2.11
2.11
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
65.41
0.00
[,r2
Reel 5
S9
Woodington
3.40
3.40
Com, Grain
110, bu.
2/15-6/30
119
0
20
Irrig.
99
59.02
0.00
200.67
0.00
T2
Reef 5
S9
Woodington
3.40
3.40
Wheat, Crain
50 bu.
91I 4/30
96
0
0
Irrig.
J7 48
28.62
0.00
97.30
0.00
442105 Database Version 3.1 Date Printed: 12/2/2008 WUr Page Page 1 of 4
Waste Utiliza.,on 'I'able I ' Year 1
Tract
Field
Source
ID
Soil Series
Tolal
Acres
Use.
Acres
Crop
RYE'
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm,
Fen.
Nutrient
Applied
(IWA)
Res.
(lbslA)
Applic,
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T2
Reel 6
S9
Woodington
5.22
5.22
Com, Grain
110 bu.
2/15-6/30
119
0
20
hrig.
99
59,02
0.00
308.09
0.00
T2
Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
149.38
0.00
T2
Reel 7
S9
Woodington.
5.56
. 5.56
Com, Grain
110 bu.
2115-6/30
119
0
20
Irrig.
99
59.02
0.00
328.16
0,00
T2
Reel
S9
Woodington
5,56
5.56
Wheat, Grain
50bu.
9/1-480
96
0
0
Irrig.
48
28.62
0.00
159.11
0,00
T2
Reel 8
S9
Autryville
4.12
4.12
Corn, Grain
85 bu.
2A 5-6/30
104
0
20
Irrig.
84
50.08
0.00
206,33
0,00
T2
Reel 8
S9
Autryville
4.12
4,12
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
In•ig.
52
31.00
0.00
127.73
0.00
T2
Reel 9
S9
Autryville
3.01
3.01
Conn, Grain
85 bu.
2/15-6M
104
0
20
hrig.
84
50.08
0.00
150.74
0.00
T2
Reel 9
S9
Autryville
3.01
3.01
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
5'2
3l .00
0.00
93.31
0.00
Total Applied, 1000 gallons
10,612.43
ig1;Li3{L'akly
Total Produced, 1000 gallons
7,722,43-
�11
Balance, 1000 gallons
-2,889.99
w >. � i1 ilk!""
Total Applied, Ions
0.00
Total Produced, tons'1fi"{"
t F'
0.00
Balance, tons
fr s3{!ii�i' i is
0.00
Notes! 1. 1n the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
442105 Database Version 3.1 Date Printed: 12/2/2008 WUT Page Page 2 of 4
Waste Utilii-on'l'able Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbslA)
Res,
(lbs/A)
Applic.
Method
Manure
VA
NutrientA
pplied
(lbs1A)
Liquid
ManurcA
pplie4
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Kl
Reel 1
S9
Marvyn
3.75
3.75
Wheat, Grain
40 bu.
9/1-4130
84
0
0
Irrig,
42
25.04
0.00
93.90
0.00
KI
Reel l
S9
Marvyn
3.75
3,75
Corn, Grain
75 bu.
2115-6130
86
0
20
Irrig.
66
39.35
OM
147.56
0.00
Kl
Reel 2
S9
Marvyn
2.22
2.22
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Irrig.
42
25.04
0.00
55.59
0.00
K1
Reel 2
S9
Marvyn
2.22
2.22
Corn, Grain
75 bu.
2/15-6/30
86
0
20
Irrig.
65
38.75
0.001
86.03
0.00
K2
Pivot KI
S9
Autryville
59.13
59,13
Wheat, Grain
45 bu.
911-4130
104
0
0
Irrig.
52
31.00
0,00
1,83111
0.00
K2
Pivot Kl
S9 .
Autryville
59.13
59.13
Com, Grain
85 W.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
2,961,18
0.00
T1
Pivot T1
S9
Autryville
27.75
27,75
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
31,00
0.00
860.29
0.00
Tl
Pivot Tl
S9
Autryville
27,75
27.75
Soybeans, Manured, Double Crop
25 bu.
4/1-9I15
100
0
0
Irrig,
100
59.62
0.00
1,654.40
0.00
TI
Reel 3
S9
Autryville
5.68
5.68
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
31.00
0.00
176.09
0.00
Ti
Reel 3
S9
Autryville
5.68
5.68
Soybeans, Manured, Double Crop
25 bu.
4/1-9115
100
0
0
Irrig.
100
59.62
0.00
338.63
0.00
Tl
Reel;4
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
0
0.00
0,00
0.00
0.00
T1
heel 4
S9
Autryville
2.70
2.70
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
0
0.00
0,00
0.00
0,00
T2
Reel10
S9
Autryville
2.11
2.11
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
65.41
0.00
T2
Reel 10
S9
Autryville
2.11
2.11
Soybeans, Manured, Double Crop
25 bu.
4/1-9A5
t00
0
0
Irrig.
100
59.62
0,00
125.79
0.00
T2
Reel 5
S9
Woodinglon
3.40
3.40
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
97.30
0.00
T2
Reel 5
S9
Woodington
3.40
3.40
Soybeans, Manured, Double Crop
29 bu.
411-9/15
112
0
0
lnig.
112
66.77
0.00
227.03
0,00
T2
Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
149.38
0.00
T2
Reel 6
59
Woodington
5.22
5.22
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig,
112
66.77
0.00
348,55
0.00
T2
Reel 7
S9
Woodington
5.56
5.56
Wheat, Grain
50 bu.
9/1.4/30
96
0
0
Irrig.
48
29,62
0.00
159,11
0.00
T2
Reel 7
S9
Woodington
5.56
5.56
Soybeans, Manured, Double Crop
29 bu.
4/1.9/15
112
0
0
Irrig.
112
66.77
0.00
371,25
0.00
P2
Reel 8
S9
Autryville
4.12
4.12
Wheat, Grain
45 bu.
9/1-4/30
W4
0
0
1rrig.
52
31.00
0,00
127.73
0.00
T2
Reel 8
S9
Autryville
4.12
4.12
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
1 0
1 0
Irrig.
10U
59.62
0.00
245.63
0.00
442105 Database Version 3.1 Date Printed: 12/2/2008 WUT Page Page 3 of 4
Waste Mill. in Table
-'Year 2 �
Nitrogen
Comm.
Res,
Manure
Liquid
Solid
Liquid
Solid
PA
Pert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
Applied
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
Tract
field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RY8
Apphc,
Period
Applic.
Method
N
N
N
N '
1000
gal/A
Tons
1000 gals
tons
T2
Reel 9
S9
Autryvilte
3,01
3.01
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31,00
0.00
93,31
0.00
T2
Reel 9
S9
Autryville
3,01
3.01
Soybeans, Manured, Double Crop
25 bu.
4/1-9lt5
100
0
0
brig.
100
59,62
0.00
179.45
0.00
Total Applied, 1000 gallons
10,396,71
,ltlas ed I i
Total Produced, 1000 gallons
7,722.43
EPP;Iiil�
Balance, IOOa gallons
-2,674.28
Total Applied, tonsr�i��
E4V�
0.00
Total Produced, tonsdoo(0)
Balance, tons0
Motes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol w means user entered data.
442105 Database Version 3.1 Date Printed: 12/2/2008 WUT Page Page 4 of 4
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
r " applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application.amount that each held may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour) '
Application Amount
(inches)
K1
Reel
Marvyn
0.50
1.0
Kl
Reel
Marvyn
1 0.50
1.0
K2
Pivot K1
Autryville '
0.60
1.0
TI
Pivot T1
Autryville
0.60
1.0
T1
Reel
Autryville
0.60
1.0
T1
Reel
Autryville
0.60
1.0
T2
Reel10
Autryville
0.60
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
AutryviHe
0.60
1.0
T2
Reel
Autryville
0.60
1.0
442105 Database Version 3.1 Date Printed 12/2/2008 OF Page Page 1 of I
%fr)TP• Cv Jh j * ..+.- ::mar -t.-,4 A.t.
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
(� utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
71.44
142.88
214.32
Hay 6 ton R.Y.E.
300
26.32
35.72
71.44
107.16
Soybean 40 bu
160
14.04
66.98
133.95
200.93
' --- ----- - -- --- --- - -
442105 Database Version 3
Date Printed: - 12-02-2008
-----------------------------------
Sludge Page Page 1 of
The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. if the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Farrowing-Weanling Lagoon Liquid
I Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
122
1
2
146
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
168
1
9
138
1
10
107
I
11
159
1
12
128
2
1
97
2
2
117
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
165
2
9
135
2
10
104
2
11
168
2
12
137
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------------------------------------------- --------------------------------
442105 Database Version 3.1 Date Printed: 12-02-2008 Capacity Page Page 1 of I
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
`- Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not -occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
----- - ----- ----------- --- ------------ ---- - ----
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 1
8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
--------------------------------------------------------------------------------------------------•----------------------------------------------------------------
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Paae 2
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
�. rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--- --- -- - -- --- --- - ------ - ---- ----------• ---- ----------------- - ---- --
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 3
TWASTE UTILIZATION
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
1, Kelvin Komegay hereby give Triumph Associates, LLC
permission to apply animal waste from his Waste Utilization System on &8,a acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner Date
Waste Producer . a- —� Date A b'
Technical Representative Date
SWCD Representative Date
Term of Agreement
January 2008 to January 20 13
(Mmmum of Ten Years on Cost Share items)
( See Required Specification No. 2 )
NUP Page 9
PO Box 1139 Wallace, NC 28466
December 9, 2008 '4
RE: Changes in waste utilization plan
Facility # AWS310399 Triumph Sow
To Whom It May Concern:
DEC 1 0 2008
We have installed a pivot on the farm to aid in our irrigation. efforts. The pivot was designed
and installed by a certified irrigation designer. The following changes were made.
The pivot replaced riser numbers 2-9 on the land that we have a Waste Utilization Agreement on. The
pivot replaced riser numbers 11-13 on the land owned by the farm. Riser.numbers 14 and 15 were
renamed 3 and 4 and there location in the spray field was moved_ We renumbered the risers on the
remainder of the farm with no acres changed.
Old 10a is now 1
Old 1 Ob is now 2
Old 16 is now 5
Old 17 is now 6
Old 18 is now 7
Old 19 is now 8
Old 20 is now 9
Old 21 is now 10
I may be reached by phone at 910-285-1357 or by e-mail at alinton(a-),murfam.com. Please feel free to
contact me if you need any additional information.
Sincerely,
Yed. Hinton
Environmental Manager
Murphy Family Ventures
Enc-. Waste plan
Maps
Irrigation design
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Triumph Sow
- - Triumph Associates LLC
PO Box 1139
Wallace, NC 28466
910-285-1005
12-02-2008
This plan has been developed by:
AJLINTON
MURPHY FAMILY VENTURES
PO BOX 1139
WALLACE, NC 28466
-910-285-1005
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Ow-ner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: 0
Techn kal Specialist Signature Date
DEC. 10 2008
------------------------------------------------------------------------ -----------------
585661 Database Version 3.1 Date Printed: 12-02-2008 -Cover Page 1
Nutrients applied in accordance with this plan will be supplied from the following
source(s)-
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 7,722,433 gals/year by a
2,411 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
11917
Incorporated
20466
Injected
22539
Irrigated
12953
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
I Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,953
17801
-4,848
10,612,426
-2,889,993
Year 2
12,953
17439
-4,486 .
10,396,710
-2,674,277
----- - -- ----- ---- - -- ----- --- -- --- ------ -- -- ----- - --- -------- ---- ---
Note: in source ID, S means standard source, U means user defined source. .
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
442105 Database Version 3.1 Date Printed: 12-02-2008 Source Page Page I of 1
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Kl
Reel 1
3.75
3.75
NIA
Marvyn
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
29 bu.
Corn, Grain
75 bu.
KI
Reel 2
2.22
2.22
NIA
Marvyn
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
29 bu.
Corn, Grain
75 bu.
K2
Pivot Kl
59.13
59.13
N/A
Autryville
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
Corn, Grain
85 bu-
Tl
Pivot Tl
27.75
27.75
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu-
Soybeans, Manured, Double Crop
25 bu"
T1
Reel 3
5.68
5.68
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
Tl
Reel 4
170
2.70
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 10
2.1"1
2.11
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reei 5
3.40
3.40
NIA
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 6
5.22
5.22
NIA
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 7,
5.56
5.56
NIA
Woodington
born, Grain
110 bu"
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
T2
Reel 8
4.12
4.12
NIA
Auvyville
Corn, Grain
85 bu"
442105 Database Version 3.1 Date Printed 12/2/2008
PCS Page Page 1 of 2
NOTE: Symbol * means user entered data
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 9
3.01
3.01
N/A
Autryville
Com, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
PLAN TOTALS: 124.65 124.65
Poterihal Leaching _ _
_ - -- _7e`chnicciJ Guidance — r
Low potential to contribute to soluble
None
c 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
High potential to contribute to soluble'
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
442105 Database Version 3.1 Date Printed 12/2/2008
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides all estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the,utilization of the manure generated by the operation.
Waste Utilization 'fable
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbslA)
Comm.
Ferl.
Nutrient
Applied
(lbslA)
Res.
(lbslA)
Applic,
Method
Manure
PA
NutriehIA
pplied
(IbslA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
'roils
1000 gals
Ions
Kl I
Reel 1
S9
Marvyn
3.75
3.75
Wheat, Grain
40 bu.
911-4130
84
0
, 0
Irrig.
42
25.04
0.00
93.90
0,00
K]
Reel I
S9
Marvyn
3.75
3.75
Soybeans, Manured, Double Crop
29 bu,
4/1-9/15
113
0
0
Irrig.
113
67,37
0.00
252.63
0.00
K1
Reel 2
S9
Marvyn
2.22
2,22
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Irrig.
42
25.04
0,00
55.59
0.00
KI
Reel 2
S9
Marvyn
2.22
2.22
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
113
0
0
Irrig,
113
67.37
0.00
149.56
0.00
K2
Pivot K1
S9
Autryville
59.13
59.13
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig,
52
31.00
0.00
1,833.11
0.00
K2
Pivot Kl
S9
Autryville
59.13
59,13
Soybeans, Manured, Double Crop
25 bu.
4/1.9/15
too,
0
0
Irrig.
100
59.62
0.00
3,525.22
0.00
Tl
Pivot TI
S9
Autryville.
27.75
27.75
Cum, Grain
85 bu,
2115-6130
104
0
20
]rrig.
84
50.08
0.00
1,389.70
0.00
7'I
Pivot'I'l
S9
Autryville
27.75
27.75
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
860.29
0.00
TI
Reel 3
S9
Autryville
5.68
5A
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
284.45
0.00
Reel 3
S9
Autryville
5.68
5.68
Wheat, Grain
45 bu.
911-4130
104
0 1
0
1rrig.
52
31.00
0.00
176.09
0,00
1'1
Reel 4
S9
Autryville
2.70
2.70
Com, Grain
85 bu.
2115-6/30
lo4
0
20
Irrig.
0
0.00
0.00
0.00
0.00
T1 .
Reel
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
1 9/1-4/30
1 104
0
0
1,Hg.
0
0.00
0.00
0.00
0,00
T2
Reel t0
89
Autryville
2.11
2.11
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig,
84
50.08
0.00
105.67
0.00
T2
Reel 10
S9
Autryville
2.11
2.11
Wheat, Grain
45 bu..
' 9/1-4l30
104
0
0
Irrig.
52
31,00
' 0.00
65.41
0.00
T2
Reel 5
S9
Woodington
3.40
3.40
Com, Grain
110 bu.
2/15-6/30
119
0
20
Irrig.
991
59.02
ON
200.67
0.00
T2
Real 5
S9
Woodington
3.40
3.40
Wheat, Grain
50 bu.
9/1-4130
9G
0
0
Irrig.
48
28.62
0.00
97.30
0.00
442105 Database Version 3,1 Date Printed: 12/2/2008 WUT Page Page 1 of 4
Waste Utilization 'I'able
Year I
Tract
Field
Source
Ill
Soil Series
'Total
Acres
Use.
Acres
Crap
RYI3
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbslA)
Comm,
Pert.
Nutrient
Applied
(lbsIA)
Res.
(lbslA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbslA)
Liquid
ManureA
pplicd
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
-gallA
Tons
1000 gals
tolls
T2
Reel 6
S9
Woodington
5.22
5,22
Corn, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
59.02
0.00
308.09
0.00
1'2
Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
911-4130
96
0
0
irrig.
48
29.62
0.00
149.38
0.00
T2
Reci 7
S9
Woodington
5156
5.56
Corn, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
59.02
0.00
328.161
0.00
T2
Reel 7
59
Woodington
5.56
5.56
Wheat, Grain
50 bu.
911-4/30
96
0
0
Irrig.
48
28.62
0.00
159.11
0.00
T2
Reel 8
'S9
Autryville
4.12
4,12
Com, Grain
85 bu.
2115-WO
104
0
20
Irrig.
84
50.08
0.00
206.33
0.00
T2
Reel
S9
Autryvillc
4.12
4,17
Wheat, Grain
45bu.
9/1-4130
104
.0
0
Irrig.
52
31.00
0.00
127.73
0.00
T2
Reel 9
S9
Autryville
3,01
3.01
Corn, Grain
85 bu.
2/15-6130
104
0
20
brig.
84
50.08
0.00
150.74
0,00
T2
Reel 9
S9
Autryville
3,p1
3.01
Wheat, Grain
45 W.
9/1-4130
104
0
0
Brig.
52
31.00
0.00
93.31
0.00
Total Applied, 1000 gallons
10,612.43u.9
Total Produced, 1000 gallons
7,722.43
Balance, 1000 gallons
-2,889,99
'rIre ;t r.
Total Applied, tons
�'illlEK
0.00
'total Produced, tons
"'I"
0.00
Balance, tons
L � '"It , a
0.00
Notes: I. 1n the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
442105 Database Version 3.1 Date Printed: 12/2/2008 WUT Page Page 2 of 4
Waste Utilization Table
Yra r 2
Tract
Field
Source
11)
Snil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Rcq'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
App[ic.
Method
Manure
PA
NutrienlA
pplied
(lbs/A)
Liquid
ManureA
pplicd
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
K1
Reel I
S9
Marvyn
3.75
3.75
Wheat, Grain
40 bu.
9/1-4130
84
0
0
hrig.
42
25,04
0.00
93.90
0.00
KI
Rcel I
S9
Marvyn
3.75
3.75
Corn, Grain
75 bu.
2/15-6/30
86
0
20
Irrig.
66
39.35
0.00
147,56
0.00
KI
Reel 2
S9
Marvyn
2.22
' 2.22
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Irrig.
42
25.04
0.00
55.59
0.00
.KI
Reel 2
S9'
Marvyn
2.22
2.22
Corn, Grain
75 bu.
2/15-6/30
86
0
20
Irrig.
65
38.75
0.00
86.03
0.00
K2
Pivot KI
S9
Autryville
59.13
59.13
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
In-ig.
52
31_00
0.00
1,83111
0.00
K2
PivotKI
S9
Autryville
59.13
59.13Corn,Grain
85bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
2,961.18
0.00
['l
Pivot],]
S9
Autryville
27,75
27.75
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
In-ig.
52
31.00
0.00
.860.29
0.00
T1
Pivot'11
S9
Autryville
27,75
27.75
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
I00
0
0
Irrig:
100
59.62
0.00
1,654.40
0,00
TI
Reel 3
S9
Autryville
5.68
5.66
Wheat, Grain
45 bu.
9/14130
104
0
0
Irrig.
52
31.00
0.00
176.09
0.00
T1
Reel 3
S9
Autryville
5.68
5.68
Soybeans, Manured, I)otlble Crop
25 bu,
4/1-9/15
100
0
0
Irrig.
100
59.621
0.00
338.63
0.00
T1
Reel 4
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
9/1-4130
104
0
0
Irrig.
0
0.00
0.00
0.00
0.00
'I'l
Reel 4
S9
Autryville
2.70
2,70
Soybeans, Manured, Double Crop
25 bu.
4/1-9115
100
0
0
Irrig.
0
0.00
0.00
0.00
0.00
T2
Reel 10
S9
Autryville
2.11
2A 1
Wheat, Grain
45 bu.
9/1-4/30
104
-0
0
Irrig.
52
31.00
0.00
65.411
0.00
'r2
Reel 10
S9
Autryville
2.11
2.11
Soybeans, Manurcd, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig,
100
59.62
0.00
125.79
0.00
T2
Reel 5 ,
S9
Woodington
3.40
3.40
Wheat, Grain
50,bu.
911-4/30
96
0
10
Irrig,
48
28.62
0.00
97.30
0.00
T2
Reel 5
S9
Woodington
3.40
3.40
Soybeans, Manured, Double Crop
29 bu.
4l1-9/15
112
0
0
Irrig.
112
66.77
, 0.00
227.03
0.00
'172
'Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
9/14/30
96
0
0
It -rig.
48
28.621
0.00
149.381
0.00
n
Reel 6
S9
Woodington
5.22
5.22
Soybeans, Manured, Double Crop
i 29 bu.
4/1-9/15
112
0
0
Irrig.
112
66.77
0.00
348.55
0.00
T2
Reel 7
59
Woodington'
5.56
5.56
Wheat, Grain :
50 bu.
9/14/30
96
0
0
Irrig.
48
28 62
0.00
159.11
0.00
T2
Reel 7
S9
Woodington
5.56
5,56
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
[12
0
0
Irrig.
112
66.77
0.00
371.25
0.0
T2
Reel
S9
Autryville
4,12
4.12
Wheal, Grain
45 bu.
M 4/30
104
0
0
Irrig.
52
�31.00
0.00
127.73
0,00
'1'2
Reel 8
S9
Autryville
4.12
4.12
Soybeans, Manured, rouble Crop
25 bu.
4/1-9/15
100
0
D
]rig.
1001
59.62
0.00
245.63
0.00
442105 Database Version 3.1 Date Printed: 12/2/2008 WUT Page Page 3 of 4
Waste Utilization 'fable
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Ilse.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T2
Reel 9
S9
Autryvilie
3,01
3.01
Wheat, Grain
45 bu.
911-4/30
104
[trig.
52
31.00
0.00
93.31
0.00
T2
Reel 9
S9
Autryville
3.01
3.01
Soybeans, Manured, Double Crop
25 bu.
411-9115
(00
±0-
brig.
]00
59.62
0.00
179.45
0.00
Total Applied, i WO gallons
10,396.71
Total Produced, 1000 gallons
, 7,722.43
r.
Balance, 1000 gallons
-2,674.28
1,�al¢l9ii
Total Applied, tons
Total Produced, tons
0.00
Balance, tons
„w,ars.tt
0.00
Notes: 1, In the tract column, -- symbol means leased, otherwise, owned; 2. Symbol * means user entered data.
442105 Database Version 3.1 Date Pritited:'1212/2008 WUT Page Page 4 of 4
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximtun application rate, per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors v
"Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
Kl
Reel
Marvyn
0.50
1.0
Kl
Reel
Marvyn
0.50
1.0
K2
Pivot K1
Autryville
0.60
1.0
Tl
Pivot T1
Autryville
0.60
1.0
T1
Reel
Autryville
0.60
1.0.
T1
Reel
Autryville
0.60
1.0
T2
Reel10
Autryville
0.60
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
Woodington
0.40
1.0
T2
Reel
AutryviIle
0.60
TO
T2
Reel
Autryville
0.60
1.0
442105 Database Version 3.1 Date Printed 12/2/2008 IAF Page Page 1 of i
NOTE: Symbol x means user entered data.
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the -facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and Iakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
71.44
142.88
214.32
Hay 6 ton R.Y.E.
300
26.32
35.72
71.44
107.16
Soybean 40 bu
160
14,04
66.98
t33.95
200.93
-------------------------------------------------------------------------------------------------------------------------------------------------------------- -----------------------
442105 Database Version 3.1 Date Printed: 12-02-2008 -Sludge Page Page 1 of
The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage -volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greatei than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is'inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
I Swine Farrowin-Weanling Lagoon Liquid
Design Storage Capacity (Days). -
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
122
1
2
146
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
168
1
9
138
1
-10
107
1
11
159
1
12
128
2
1
97
2
2
117
-2
3
180
2
4
180
2
5
180
2
6
180 -
2
7
180
2
8
165
2
9
135
2
10
104
2
11
168
2
12
137
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------..--..-.-..............---..
442105 Database Version 3.1 Date Printed: 12-02-2008 Capacity Page Page 1 of 1
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the -
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
303 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
-- ---------------------------------------------------------------------------------------------------------------------------- -
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 1
8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from;
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned -by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be.established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
---------------------------------------------------------------------------------------------------------------------------------------------------------
442105 Database Version 3.1 Date Printed: 12/2/2008 St)ecification Page 2
IS. If animal production at the-facility'is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A' regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be -managed to maintain the liquid level between the markers. A
- marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. -Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall.be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------- ----- -----------------------------------------------------------------------------------------------------------------------------------------
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Pape 3
ANIMAL WASTE UTILIZATION AGREEMENT
{Needed only if additional land has to be leased, etc.)
I, Kelvin Kornegay hereby give Triumph Associates, LLC
permission to apply animal waste from his Waste Utilization System on (a , a acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other_
trace elements and when property applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner y Date
G,
Waste Producer Date a
i
Technical Representative Date
SWCD Representative Date
Term of Agreement
January 2008 to January .20 13
(Minimum of Ten Years on Cost Share items)
( See Required Specification No. 2) -
NUP Page 9
0
I
I
Feb 12 08 05:05F
F•2
IV'', SYSTP n
ELL!:: '..GGti"0R 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
Rf;C^nartC . 97c
CASE NUMBER: _cPD74K'3
DE -A- t: FJ I .m?AN RRyGA':ION
NU14SER: IZ 4210
NUMBER :DP .OWERS:
GAUGZ PRESSURE:
TOTAL SYST M FLOW.
TOTAI. PIPE LENGTH:
END GUN TY2E: 5R103
SYSTEM gpm PER acre:
0.�TE: 26 Dec 2007
SERIXL Kv 14BrR: 1207-C39082--26=C
6
73.0 psi
650. 0. gTdir,
1228..E r_
5.1
NOZZLE FILE: M3J'O:', t
NOZZLZ SELECTION OPTION:
FRICT:CN C-FACTOR: 14 C.
COVERAGE WITHOUT GUI:: 123D.7 f:
.ADJ. END GW ?7-.:: jS : 97.6 f _
LAST TOWER - TIRESIZE: .16.9 % 24 CENTTERDRIVE. 25:1
SYSTEM h-ANUF*JkCT0RER:-Reir_keE2
1 194F2660 SEW 1, 1998.3 ft, 5.79 in. '_u FIIP
5 194n26EU SPA1 2- E, 194.0 £t, 3.79 in lv PIPE
1 SIGF Ci'ERak%, 59.9 ft, 5.80 in 1D PIPE
AMC _
D?5±:�1tgr R -
7ne nnif:.rmity of water agplicacicn obtained with this system car_ be.
adversely affected by many variables includirtg, but not limited i_o,
t e improper make--"n or instailation of the nozzle package; obstruczed
r;eZzles: tight antfor sloping soils; improper en: gun arc settings,
.n-:orrect ma-hrvnance of pivot press=e; unfavorable climate
conLit}ono; and erratic and improper operating speed of the system.
Reinke Co., inc. makes warranty as to the uniformity of
he coverage to bs oM4aine°d from this water application printout
other than its :nather,atical acc•,racv.
The products, which are specified as a part cf tl" is nozzle package
design, are coveret- by the original m n'.,factilrerls pr:.n4ed "War a:itf
and Disclaimer", which appliss to the i^di ridual components, -of
own manufacture. Reinke Mfg. Co., In:. cannot. be responsible for
tte nerfcrmartce of these products a`ci n,,a es no warranties, !Nc UDIVG
E WA�Pa1�TIF3 OF iMER.CH��Z:=$Iilf�' A?dD FITNISS €OR EAR 1ClJ?XR PURPOSE,
uinere permitted by law, and goes .hereby disc_aix. any liG,'_1itY for
damages doe to failure of these prcdacts to perform 'as ant_cioated.
=�__--- ---------- -=____._�===ems_=_-s
Feb 12 08 05:05p
F•S
RP074373 26 Dec 2007 P.einkeE2, "a TGUEP, 650 cpri, 73 psi
-OUTLET- -SPRINKLER-
140. LOG. tic. SEF. 1 ODEil NOZZLE M4 EL REQ. Cal. INII E
6.6 ^LUG
2 11.4 PLUG
15. PLUG
y 20.9 PLUG
5 25.6 PLUG
6 -K.4 1 30.4 R30aG TN-#14 Lime LB20 0.7 1.6 69.9-
7 35.1 PLUG
8 39.9 PLUG
9 44.6 PLUG
10 49.4 2 19.0 R3n00 TN-#14 L1*1e LB20 1.0 1.6 59.7
1- 54.1 PLUG
12 56.9 PLUG
13 6a.6 PLUG
14 68.4 3 19.0 R3C00 TN-r14 Lime LB20 1.2 1.4E 69.4
15 73.1 PLUG -
16 77.9 ?LUG
17 82,E PLUG
18 87.4 4 _9.0 R3Gi3C TN-#14 Lin5 e LB20 1.4 1.69.1
19 92.2 PLUG
20 96.5 PLUG
21 101.4E PLUG
22 10E.4 5 19.0 R?GC? TN-414 Lime LE20 1.6 2.6 68.B
23 11.31,Z PLUG'
24 L15.9 PLUG
25 120.6 PLC..
26 125.4 6 10.0 R3000 7N-= 5 Lime wfia,r L320 -.8 1.8 68.5
27 i30.1 PLUG
28 134.9 PLUG
29 1.39.6 PLUG
30 144.4 7 S.G R3000 TN-416 La°iar:Jer LB20 2.0 2.1 68.3
31 149.1 PrUG
32 153.9 - PLUG
33 ±58.5 PLUG
34 163.5• 3 19.0 R3:000 TN-41, Lvrdr w!a_ra-LE2C 2.2 2.3 68.G
35 16B.1 P%.G
36 172.9 nL3G
37 177.4E P}JG
38 182. _ 9 _ 19.0 R3 000 TN-47 L9 GrEy e/ _-qu LB26 2.7 2.9 E7. 7
33 187._ YL1G
40 191.9 FL�sG
198.3 TONER t3 ;
41 230.6 PLUG
42 2G5.4 10 2 .0 R3700 _N-20 Turuc'�e La20 3.G 3._ 67.4
Feb 12 08 05:05P
F.4
RP3743-13 26 Dec 2007 Re_nkeE2, 6 TOWER, 650 Vim, 73 psi GAGE '-
-CUTLET- -SPRINKLER- -REG- GPm- PRESSURj
No. LOC. NO. SEP. MODEL NOZZLE `MODEL REQ. DEL. INLINE
43 210.1 ?LUG
44 214.9 PLUG
45 219.6 PLUG
46 224 .4 11 L9. 0 R3000 Tt:-=19 GraY w/trq- LB20 3.0 2.9 61.1
47 229.1 PLUG
48 235.9 PLUG
49 238.6 PLUG
50 _ 245.4 12 19.0 R3000 TN-7421 wlyllw L320 3.5- 3.5 66.8
51 246.1 PLUG
52 252.9 PLUG
53 257.6 PLUG"
54 262.4 13 19.0 R30OG :'N--#22 YeliOw LB20 3.7 3.8 6G.6
55 267.1. PLUG
56 271.9 PLUG
57 276.6 PLUG
58 281.4 14 19.0 R3000 TN-=22 Yellow LB20 3.3 _.8 66.3
5+9 266.1 PLUG
60 290.9 PLUG
61 295.6 PLUG
62 300.4 15 19.0 R3000 'TN- W '11w wired LE20 4.2 4.1 66.1
63 305.1 PLUG
64 309.9 PLUG
6:z 314.6 PLUG,
66 319.4 16 19.0 R3000 7N-€24 Red _B20 4.: 4.5 65.E
67 324.1 PLUG
68 328.9 PLUG
69 333.6 PLUG
IC 338.4 17 19.0 R30:0L TN-€24 Red :.320 4.5 4.5 65.6
71 343.1 PLUG
?2 347.9 PLUG
73 352.6 PLUG
74 357.4 13 19.0 R3000 Ti-T25 Rad wlwhite LB20 5.0 4.9 65.3
75 362.2 PLUG
76 366.S PLUG
77 371.6 PLUG
7$ 376.4 19 _9.0 R3000 TN-*26 Blue L320 5.9 6.2 65.1
79 381.1 ?Li7G
90 385.9 PLUG
392.3 TOWER NO. 2
81 354.E. Pi.3G
62 399.4 20 23.G- R3000 TN-#28 n1=.2e L320 9 6.2 64.B
63 404.1 yI,UG
84 408.9 PLUG
Feb 12 08. 05:O5p
F.5
RK7 43 73 26 Dec 2007 ReinkeE2, r TOWER, 650 gpm, 73 p5i : yGP.
-;OUTLET--SPRINKLER- -REG- -GPM- PRESSulk rl
NO. LOC. NO. SEP. MODEL 'NOZZLE MODEL R Q. DFL. INLINE
85 vM A PLUG
66 41s.4 21 19.0 R3000 TN-W. White w,::i;; LB20 5.6 64.5
R7 423.1 PLUG
88 421.9 ?LUG .
6i 432.6 PLUG
98 437.4 22 19.0 R3000 TN-f28 Blue L320 6.0 6.2 64.,
91 442.1 PLUG
92 446.9 ?LUG
93 451.6 PLUG
9; 456.4 23 19.0 R3000 Ti3--�28 B1'_s LB20 6.2 6.2 64.1
95 461.1 FLUG
96 465.9 PLUG
97 416.6 PLUG
98 475.4 24 19.0 P3000 TN-t29 3;1-le w,!brn LB20 6.6 6.6 63..,
99 48C.1 PLUG
100 484.9'r.UG
101 489.6 PLUG
_02 494.5 25 19.0 R3000 CN-430 Drk Brown LB20 6.9 7.0 6,3.6
103 499.1 PLUG
iCl4 503_9 PIUG
105 508.6 PLUG
106 26 19.0 R3000 TN-V30 Drk Brown L7520 6.9 7.0 63.4
107 518.1 PLUG
ice 522.9 PLUG
-09 527.'n PLUG
11G 532.4 27 19,0 R3000 TN-#31 Brwn k/arng L320 7.3 ..4 63.2
11 537.1 PLUG
=12 541.9 PLUG
113 546.6 PLUG
114 551.4 23 1-3.0 R300C TN-431 Srwn w/ornc LB20 7.5 7.4 63.0
115 556.1 PLUG
116 56D.9 PLUG
"_I7 565.6 PLUG
126 57D.4 -29 9.0 R3000 TN-434 Drk Green LB20 8.8 9.0 62,6
11.9 57 .1 PLUG
1201 57 5. 9 PLUG
' 4
5B6.3 TOWER t7D . 3
121 560.E PLUG
122 593.4 30 23.0 R3000 TN--i34 Drk Green LB20 6.9 9.0 62.6
123 590.1 PLUG
124 602.9 PE,f:,G
125 607.E PLUG
126 612.4 31 I9.0 R3000 TN-#33 Ornge w/qrn L520 8.= 5,5 62.4
Feb 12 06 05:O6p
¢.6
RPC70'73 26 Dec 20D" ReinkeE2, 6 TOWER, 650 gpM, 73 psi PAGE
-OUTLET- -SPRINKLER- -:AEG- -iPM- PRESSGRZ
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. RILINE
127 b=7,1 PLUG
128 62i.9 PLUG
129 626.6 PLUG
130 631.4 32 19.0 R3000 TN-7-"33 Orrge w/gr- LB20 3.6 8.3 62.2
131 636.1 PLUG
32 640.9 PLUG
133 645.6 PLUG
i34 650.4 33 19.0 R3000 TN-#f34 Drk Green LB20. 3.2 =.0 62.0
i35 655.1 PLUG
1 6 659.9 PLUG
137 664.6 PLUG
138 669.4 34 19.0 R3000 1-'N-r35 Green k/prp LB20 9.4 9.5 61.9
139 614.1 PLUG
140 675.9 ?LUG
14i 683.6 PLUG
142 686.4 35 19.0 R3000 TN-435 Green w/prp LB20 9.5 9.5 61.7
143 693-1 PLUG
144 697.9 PLUG
145 702.6 PLUG
146 707.4 36 19.0 R3000 TN-#36 Purple LB20 9.2 9.9 61.5
197 712.1 PLUG
148 7iE.9 PLUG
14 9 721. E ?LUG
1.50 726.4 37 19.0 :.3D00 TN-06 P•arp .e LS20 9.9 1 . 9 61.4
151 731.1 PLUG
152 735.9 PLUG
153 740.6 PLUG
154 745.4 39 19.0 R3000 TN-#37 Prp1 v:/b-ck LB20 10.3 10,E 61,v
'_55 75U.1 PLUG
1s6 754.9 PLUG
_J7 759.E PLUG
158 764.4 39 - 19.0 R3000-N--=31 3rwrn w/ crr.g LB20 1.6 1.4 61 . 1
159 765.' PLUt - -
-60 773.9 zD 9.5 R3000 _N-229 Blue „/brn LB2C 6.7 E.6 61.1
i80.3 TOWER NO. 4
161 782,6 PLUG
352 787.4 41 13.5 R3000 Tn,-#29 Blue w/brn LB20 E.7 6.6 61-0
163 792.1 PLUG
164 795.9 42 9.5 R3000 Tip-#2'1 Whi--a w/blu LB20 5.7 5.7 60.9
i 65 EsG 1. 6 PLUG
16E 806.4 43 3.5 R3000 TN--#27 W ii-e w/btu LB20 5.6 .,.7 60.3
167 e l i. i PLUG
168 E15. � 44 _ . 5 R3000 TN-#2-, W:: _e w/blu LB20 5.6 5.7 60- 8
Feb 12 06 05:O5p
F•7
RP'D7�4373 26 Dec 2007 Reink EZ, 6 TOWER, 650 gp-TL, 73 22i PF.GE 6
-OUTLET--S_RTNKLE.- -itEC- -G2,M _�RESSURr
NTO. Loc. NO. SEP. MC)DF- NOZZLE t��� ^I. Rai. u= 1141.-
269 820.6 PLUG
170 825.4 45 9.5 R3003 T:=-#2 7 Whi.te w I LB20 5.6 5." £C . .
1.71 830.1 PLUG
172 834.9 46 9.5 R3i:00 T -t27 N^ite wig_ -a LE20 5.7 6C..
173 839.6 ?LUG
174 844.4 47 9.5 R.3000 TN-�27 White w/bIu LB20 519 5.7 60.6
175 e49.1 : LOG
176 853.9 45 9.5 R3000 TNN-f28 Blue T.31/10 6.1 6.2 6C.5
177 856.6 PLUG
i78 863.4 43 9.5 R3000 7.4-r21 id'r_it.e wlbl-a LB20 5.9 ; 60.5
179 B6B.i PLUG
180 8 ±2. 9 53 9.5 R3000 TN428 Blue LB20 6.2 6.2 60.5
IE1 877.6 PLUG
1E2 382.4 51 9.5 R 3 0 0 0 TN-=28 Blue LB20 S.2 6.2 6.0.4
i83 687.1 PLJG
194 B91.9 52 9.5 RKNO TN-f28 Blue L£20 6.2 6.2 60.3
iE5 856.6 PLUG
186 902.4 52 9.5 R3000 7N-x28 Blue L510 5.2 6.2 6C.3
i87 906.1 PLUG
ieB 3iU.° 54 9. R3000 TN-f29 Blue w/brr_ LT24 6.4 6.6 6J.3
1B9 915.6 PLUG
=90 920.4 v5 3.5 R30U0 TN-€28 Blue LB20 6.2 6.2 60.2
91 925.1 ?LUG
_92 929. 9 I 9 5 R3000 TN-f29 B1�C w; bra LB20 F. 6 69.2
I_3 934.0 PLUG
194 939.4 57 9.5 R3DOC TN-*29 Blue w/brn LB20 6.4 6.6 60.1
ti 95 944.1 PLUG
-96 948.9 53 9.G R3000 TIN -#29 Blue v,'b'--a L520 5.4 6.6 60.1
197 953.0 PLUG
196 958.4 59 9 . _5 R3DC0 TN-4729 Blue w/brn LB20 6.5 6.6 60._
i99 963.1 p-,UG
2C0 967.9 63 9.5 R307Q TN-f=2 Orange LE20 8._ 8.0 60.0
974.3 TOWER. t1r. . 5
201 976.E PLUG
Zvi 981.4 61 131._ R3300 TN-433 Urnge w. rn LS20 8.3 3;= 60.0
2C3 980.1 PLUG
204 790.E .62 R3DO0 TN-429 Blue w brn LE20 6.7 6.6 59.9
205 99 ,. E PLUG
206 1000.4 63 3.5 R3000 TNT-r30 Drk Brown LB20 7.'_ 7.rj 5 9 . ;
207 1005.1 P�,UG
2Ce 11509.9 64 R3330 TN-430 Drk Brown LB20 7.0 7.0 59.9
209 2014.E P.LTJ
210 1019.4 65 �.5 R3304 7NT-#30 Drk Browr.- L820 7.- 7.G .59.9
Feb 12 09 05;06p
7. 8
??071:3'3
2G Cer_
200/
Rel.7,ke:E2, 6
TOTIER, 650
grata,
73 ^31
-OUTLET-
-REG-
-G�tr-
No.
LOC.
ko-
SEP.
hIOP.Ei.
NOZ?=.F
M DE1
REQ.
DEL .
211
1024.1
PLTJG
212
1028.9
66
9.5
R3000
TN-##30
Drk Brow-1
LB23
7.2
7.10
213
1033.6
PLUG
214
1038.4
67
9.5
R3003
TN-*31
Brun W/G= ng
LB20
7.3
7.4
215
;. C• 4 3.1
PLUG
216
1047.9
68
9.5
R3000
TN-430
Drk 3rowi
LB20
7.2
7.0
217
10 2 . E
FLOG
218
1G57. 4
69
9.5
R3000
llls-;r31
Brwn w/orng
LB20
7.5
7.4
219
"s062.1
PLUG
220
1066.9
70
9.5
R3000
TN-031
B-vr~ w/or.c
L320
7.4
7.4
,21
1071.6
?LUG
222
IC76.4
71
9.5
R30DO
TN-431
Brwr, w/orng
L321D
7.5
7.4
223
1081.1
P=UG
224
1085.9
72
9.5
R30DO
711-*�31-
Br4r: w/orng
LB20
1.6
7.4
225
1090.6
PLUG
226
1C95.4
7 ;
9.5
R3000
TN-#32
Ora.^.ge
LB20
7.7
6.0
227
110C, i
PT UC
228
1104.9
74
9.5
RJ000
4-=31
Brwn w/o--nc
LS2D
7.4
7.4
229
1109.6
PLUG
230.
1114.4
75
9.5
R30DO
TN-1*32
Orange
LS20
7.7
5.0
231
111.9.1
PLUG
2 .2
1123.9
7E
9.5
R300C
TN-031
Brwn w/or•ng
1,820
7A,
7.4
233
1123.E
PLUG
254
1133.4
77
9.5
R3030
TN-02
Orar_ge
LB20
8.0
3.0
235
113B.1
PLUG
2.36
1142.9
78
9.5
R3000
TM-#32
Orange
LB20
7.9
3.0
237•
1147.6
PLUG
238
11-52.4
79
9.5
ii O0C
TN-"#32
Grange
L320
7.9
3.0
239
1_•57.=
2"uG
240
1161.9
8u
9.5
R2,000
TN-031
Brwri w/orng
LB20
7.4
7.4
T OWEp.
No.
6
24I
1169.9
Rl
0.0
R=COv
:1 -#31
Brwn: w/orng
'L320
7.4
7. 4
242
1174.6
PLUG
243
1179.4
52
9.5
R3000
TK_R32
'Orange
LB20
8.1
8.0
244
1184.1
PLUG
245
1163.9
83
9, 5
R--0�0
TN-#=3
Ornae wlgrr,
-B20
8.4
3.5
246
1193.6
P L i G
247
1198.4
84
9.5
R,3000
Tbl-�33
Ornga w/grr.
1,620
3.2
S.
248
! 203.1
pLU�a"
249
1207.9
85
9.5
R3000
TN-432
0 r ang'e
LEE 20
7.6
6.0
Z50
L212.2
PLUG
251
1216.5
86
6.7
R?0C0
7N-431
3rwn w/o:'ng
LB20
7.5
7.4
252
1220.9
iL:iG.
PAGF. r
PRESSC?1i�
Fi`L1N1:
59.3
MIS. a
59.3
59.3
59.7
59.7
59 7
59.
59,7
59.E
39-IS
59. 6
59:6
59-6
55. 6
59.5
59.
59._
GG
Feb 12' 08 05:07p
13.9
RPD743"3 26 Dec 2007 ReinkeL2, 6 TOW'!R, 650 qpm, 73 psi PAGE 8
-OU:LE7- -SPRINKLER- -R- -GFM- PYESSUfW
NO. LOC. NO. SFP. MODEij NOZZLE MODEL REQ. DEL. INLINE:
253 1225.2 87 6.7 R30D0 TN-VI4 Drk G_een LS20 8.8 9.0 59.5
ENV GUN: 0'O2Z!,E SELECTED BASED ON RECOMK-ENDED 110 DSGREE ARC.)
1228.0 SR_OC .65" NOZZLE 89.9 94.2 59.5
2 T-NCR 3ALL END GON VALVE PRESSURE LOSS- 3.9 psi
fiES:JL 3 -NG END GLli PRESSURE: 5B.6 os i
SYSTEM INLINS END PRESSURE: 55-2 psi, INCLUDING PLUS 10 ft ELEVATION
TOTAL aDm DEL_`11-RED: 650.2
SYSTEM gpr.', PER acre: 5.I
SFRIi'UER SPACING LIMIT: HATE SEEN =XTF DED AT SOME Or THE VY EF(S.
87 MOUNTING ASSEMBLIES: _irSt outlet= 6, Last outlet= 253
Iose Drop w/MxHB U-pape 0000-000 (Length= 7.92 ft)
U-i'I-:3E- 3!4"Maie x H.Bar.a Galy 00iol
Flex Hose Drop <Sari> 111172- (Length= 7.92 ft)
Standard Tee 0001DO (as _eeded
Standard Regulator - 0000-000 (as-eeded)
NOZZLE SELECTION VERT_FI P.TICN
SPAY' # 1 2 3 4 5 6 CHtEG
gem RE;. 14.5 41.2 67.8 98.5 1-24.2 14.9.3 146.1
cpm DEL. 17.0 41.4 66.7 98.5 124.2 149.5 151.0
€ DEV. 17% 1% 1€ 0€ --0% 0t 3t
A HIGH DEV7A=)N T-N SPAS 1 IS 'INAVO-D�BL= DDE ^_G WZZLE SlZi; LIMITATIONS
Feb 12 06 05:07p
F-10
R?0j Y3?3 26 Dec 2007 Reink�E%, 5 TOWER, 630 cpm, 7; pai PA E
DATA FILE IDSNTIF'IC7jIOI3
File Sprinkler Plate 5prpo TD nec!ulator Flow Duty PSI Gut'.er ID
R3000R Rctatcr Red 1- St E42C LS20 LO BLUE 20 Scur 7E27
WATER APPLICATION DEFTH PEP, REVCLUTION
APPLICATION DEPTH
(in) ; 0.06 10.25 i 0.59 ! 0.75 > 1.00 1.25 € 1.30 I
rs TIMER SETZNG
-----------------
i 100
j 31
15
=0
8
6
5
R E V0 1.UTTON T:ME
«1C�av C1Cv=Tit C.'sxS 6sc'Bssa'r--vzvCC�
-------
I 7HRS
------- i_------
22HRS i
Ci.Y.@�iG:s'.lST`aaa�J
i-------
44HRS I
66ERS
=�aasss=c
-------
i 98LRS
�s===aY�=====tip
€____--
1111-HP-S
it33HRS
wC CC
GROUND SFEED AT 1-00% TIr1ER SETTING:i8.03 ft/m_in
The revolution time may vary same from the va?uee-ndicar.ed above. This
r;ay be dje to generator Speed, slippage, :r over/under ir.Llated tires.
Pc;eer frequency is 60 Hert=.
Loaded radius of `fires is 24.7 an.
..._s computer printo'av is a rua4lemat .cal calculation based upon
_ .Formation provided to Reinke Mfg. Co., Inc. This information concerns
pipe length and inside diameter; surface I':n=sh; out_eT Spacing; }rater
flow and oressure. The ca1•_211ations are based U Mon this data and otr_er
applicable data being furn'shed as accurate. All figures are a-sc
based on 100t water efficiency ,zero wina velocity and
rc evaporation?. The =RESSCRE @ TOP OF INLET is measured at the first
ovt?et on the hair. horizontal distribution pipe . jl.:st after the __op
pivot elbow, while the GAUGE PRESSURE is ;:easure- on :,he vertical
distribution pipe six Feet below the tip pivot elbow. The main pipe
.pressure is calculated as if the pipe is always fie;*el. The flow rate
is'based cr_ the nozzle rrassure, which may differ from the main pipe
pressure due to the use of pressure regi:la.o_s an--4/or drop pipes.
TRIUMPH FARM
Wettable Acres
Center Pivot
Pivot: 1231' @ 258 deg. = 78.32_ac.
End Gun: 1326' @ 176 deg. = 8.56 ac.
86.88 ac. Wetted
Traveler Pulls ( east side of faun)
Equipment Description: Amadas 1375 Traveler
3.6" x 1100' hose
Nelson SR 150 Gun wl 1.1 taper bore nozzle
335' dia. X .9 = 301.5' actual diameter
260 gpm @ 55 psi gun pressure
Lane Spacing: 301.5' x .75 = 226.1' round to 220' lane spacing
Acreage Determination Per Pull Lane
'Pull Lane Table *" Start End Stop End Middle Total Area
X NE75 .49 .24 830'x260'=495 5.68ac
NE75 .49 .12 350'x260'=2.09 2.70ac
Table from North Carolina Cooperative Extension Service entitled "Irrigated Acreage
Determination Procedures for Wastewater Application Equipment —Hard Hose Traveler"
Total Wetted Acres on East Side of Farm = 95.26 acres
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Table NE75. Area Allowances for New or Expanded Hard Hose Traveler Systems
Exteriox lane in fields with multiple overlapping lanes:
Hydrant spacing based on 75 percent of wetted diameter
(Acreage is outside starting/stopping gun location)
14
wetted s4tazt end stop end wetted area (acres)
diameter wetted%
d afea arc angle arc angle arc angle arc angle arc angle
(feet) t (acres)' 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
-- (A) a: (B) (C) (D) {E) (F) (G)
.150 0:12 0.00 0.03 0.06 0.09 L 0.10
160014 0.00 0.03 0.o7 0.10 0.12
170 x:o:l6ar= 0.00 0A4 0.08 0.12 0.13
180 O 18i 0.00 0.04 0.09 0.13 0.15
190 ;` 0:20 {; 0.00 0.05 0.10 0.15 0.16
200� 0.22- 0.00 0.05 0.11 -0.16 0.18
210 �.0:24 .�W_.� 0.00 0.06 0.12 0.18 0.20
tux>� �=
220 �, O'26NA' 0.00 0.07 0.13 0.20 0.22
iT =-:-
2300.00 0.07 0.14 0.22 0.24
.-.ss,�.;�z,r=gin -
240 f: ^ �:31x 0.00 0.08 0.16 0.24 0.26
250 w=J s0.3Q1 0.00 0.08 0.17 _ 0.26 0.28
260 s �4+30 37' 0.00 0.09 0.18 0.28 0.31
270 -�a�0 40.E 0.00 0,10 0.20 0.30 0.33
Z80 ,;0:43 0.00 0.11 0.21 0.32 0.36
290 - r=y = `0:46 0.00 0.11 0.23 0.34 0.38
�sE
300 �rQ:49�'s� 0.00 0.12 - 0.24 0.37 0.41
3100 52= " 0.00 0.13 0.26 0.39 0.44
320 - 0,56 _ 0.00 0.14 0.28 0.42 0.47
330 0 59 0.00 0.15 0.30 0.45 0.50
_340 i_ ; 0.63= 0.00 0.16 0.31 0.47 0.53
3500.67� 0.00 w 0.16 0.33 0.50 0.56
r'r3 sr:..M -
360 d'"0:7]t 0.00 0.17 0.35 0.53 0.54
370 i j 075'�-,� 0.00 0.18 0.37 0.56 0.62
380sr ??=0:79 0.00 0.19 0.39 0.59 0.66
390 • 0:83`;< 0.00 0.20 0.41 0.62 0.69
400 az Q'8 x' . 0.00 0.22 0.43 0.65 0.73
4100 92%.;y 0.00 0.23 0.46 0.69 0.76
420h?%0 96" 0.00 0.24 0.48 0.72 0.80
430 :fi 3rh;;
0.00 0.25 0.50 0.76 0.84
440 L06 0.00 0.26 0.53 0.79 0.88
450,1ri fE 0.00 0.27 0.55 0.83 0.92
460 s'1'16 0.00 0.28 0.58 0.87 0.96
.�
470 0.00 0.30 0.60 0.90 1.00
'` 0.00 0.31 0.63 ` 0.94 1.05
480?. 1=26
4901 31 _ 0.00 0.32 0.65 0.98 1.09
Soo w *'�w,137 0.00 0.34 0.68 1.02 1.14Mal
<
j
BIG GUN® PERFORMANCE TABLES
100.SERIES BIGGUNS •.- 240 TRAJECTORY**
100 T TAPER BORE NOZZLES U.S. UNITS
RS-f
Nozzle
'.5"
GPM DIA.
Nozzle
-55"
GPM DIA.
Nozzle
61
GPM DIA.
Nozzle
.65'
GPM DIA.
Nozzle
.7"
GPM DIA.
Nozzle
.75'
GPM DIA-
Nozzle
9'
GPM DIA.
Nozzle
.85" '
GPM DIA.
Nozzle
.9"
GPM DIA.
Nozzle
1.01
GPM - D7A
40
47
19V
57
202'
66
213'
78
222'
91
230'
103
240'
118
250'
134
256'
152
262,
50
50
205,
64
215'
74
225'
87
235'
1OD
245'
115
256'
130
265'
150
273'
165
280'
.204
300' .
60
55
215'
69
227'
81
240'
96
250'
110
260'
126
270'
143
290'
164
288'
182
295'
224
316'-
70
60
225'
75
238'
88
250'
103
263'
120
275'
136
283'
155
295'
177
302,
197
310'
243
338'
80
64
235'
79
248'
94
260'
110
273'
- 128
285'
146
295'
165
305,
189 •
314'
210
325'
258
354'
90
66
245'
83
258'
100
270'
.117
253'
135
295'
155
306'
175
315'
201
326'
223
335'
274
362'
100 I
72
255'
87
268'
106
280'
123
293'
143
305'
163
316'
185
325'
212
336'
235
345'
289
372'
11C
76
265'
92
278'
;it
29C' r
129
303'
1so
315'
t71
324'
195
335'
222
344'
247
356'
304
380'
'Availaole only with i-100 S sHitla.
100 R RING NOZZLES - U.S. UNITS
}t...i1 r-
Aina
.712`
Ring
768"
DIA.
`Be
Rina
812"
GPM
I
DIA,
Rino
657"
GPM
DIA,
Ring
-895"
GPM
),'
91A.
Ring
.927'
GPM
DIA.
Ring
.965-
GPM
DIA-
so74,
22D'
225'
100
230'
1is
240'
129
250'
150
255'
167
260'
--
5'�
235'
95 240'
110
245'
125
260'
+.47
270'
164
275'
183
26D'
70 I
SA
245'
104 250'
I 118
260'
135
275'
152
no,
177
295'
198
300'
50
94
255'
111 265'
127
275'
145
285'
163
300'
189
305'
211
315'
90 I
99
255'
117 275'
134
265'
154
295'
173
310,
201
315'
224
325'
IDC I
105
270,
124 280'
142
295'
152
3D5'
182
320'
212
325'
236
335'
110
110
275'
130 290'
149
395'
170
315'
191 .325'
222
335'
'48
345'
"The diameter of throw is approximatety 3% toss for the 21 ° trajectory angle, 6% less for W.
150 SERIES BIG GUNS':'-" 240 TRA "*
50 T TAPER BORE NOZZLES - U.S. UNITS `
. }
P.S.I.
Nozzle
GPM DIA.
Nozzle
.8^
GPM DIA.
Nozzle
.9"
GPM DIA.
Nozzle
1 B^
GPM DIA.
Nozzle
1.1 ^
GP DIA.
Nozzle
1.2'
GPM DIA.
Nozzle
GPM DIA -
'5D k
100
250'
130
270'
165.
290'..
205
310'
255 -.
330' �
300
345'
350
360'
50 I
770
255'
143
265'
162
3D5'
225
325'
275
345'
330
365'
385
38D'
70
120
200,
155
300'
197
320'
245
340'
295
360'
355
`330' '
475
395'
80
l26
290'
165
310'
2i0
335'
200
355'
'315
375'
380
395'
445
410,
90
135
300,
175
320'
223
345'
275
365'
335
390' -
405
410'
475
425,
105
i-3
310,
185
330'
235
355'
290
375'
355
400'
425
420'
5D0
440'
110
150
320'
195
340'
247
365'
305
ae
370
410'
445
430'
525
450'
;20 j
157
330'
204
350'
258
375'
3.
395'
385
420'
465
440'
545
460,
150 R RING NOZZLES - U.S. UNITS
i i
"Si !
GPM
RinC
D1A
Rino
; GPM
DIA
i Ring
1.08�"
I GPM.
DIA.
Ring
:.t8-
^PM DIA.
Rina
1.25"
I GPM GIA,
Ring
1,3a"
GPM
DIA
Ring
1.41"
GPRt
j 50
100
245'
130
285'
1n"5
285'
i 205 300,
255 320'
300,
325'
350350,
50 '
11G
260'
143
260'
182
300'
225 315'
275 335'
330
3150'
385
365'
70
120
270'
I 155 '
290'
197
310'
I 245 330'
- 295 350'
355
365'
415
360'
_ -
r 28
- 290'
16t.
300'
I 210
320'
i 25G 340'
315 363'
380
300,
445
395'
90 I
135
290'
175
310'
223
330'
275 350'
335 370'
405
390,
475
405'
10C
ic3
200,
I I 185
320'
235
3a3'
290 36D'
355 3a0'
425
400'
500
415'
110 j
150
310'
j 195
330,
247
250'
305 370'
370 390,
445
410'
525
425'
120 i
157
315'
204
335'
258
360'
320 38o'
385 400'
465 .
420'
545
425' J
'The diameter of throw is approximately 3% leis for the 211 trajectory angle.
200 SERIES BIG GUNS.- 270 TRAJECTORY"
200'-T. TAPER BORE NOZZLES - U.S.' UNITS
P.51 I
Nozzle
105"
GPM DIA.
Nozzle
1.1"
GPM GIA.
Nozzle
1.2"
GPM DIA.
Nozzle
13`
GPM D!A,
Nozzle
14"
GPM DIA,
Nozzle
1.5"
GPM DIA.
Nozzle
1.6"
GPM DIA.
Nozzle
1.75'
GPM DIA.
Nozzle
1.9-
GPM DIA.
60
250 . 346'
285
355'
I 330
375'
385
390'
445
410'
515
430'
585
445'
695 -
470'
825
495'
70
270 360,
310
350,
355
395'
415
410'
480
430'
555
450'
630
455'
755
495'
390
515,
eD
290 375'
330
395'
( 380
410'
445
430'
515
450'
590
470-
675
485'
60.5
5t5'
91-0
535'
K !
310 390'
350
410'
405
425'
475
445'
1 $45
465'
625
485'
-15
505'
855
535'-
-,33
:155,I
100
325 40D'
370
11
42D`
425
440'
500
460'
I 575
a80'
660
5D0'
755
520'
930
550'
1060
675'
340 4+n•
_
390
430,
1 445
450,
I 525
470.
505
495'
695
515,
79D
535'
445
565'
7750
590'
1207
355 a2D'
I aD5
aao'
465
a60'
I 545
48C
I 630
505
725
530'
825
550'
985
580'
1160
605'
1
37G 425'
I 425
a45
485
a55'
555
a63'
I 555
575"
755
540'
860
560'
1025
590'
..2t0
620'
20D R RING NOZZLES - U.S. UNITS
I ,_,- Sing
; t �;,^ Aing
' Ring
1 �.-."
Ring
` I U Ring "
1 7,"
Ring
2" Rina
it 20' a, -Wall
11,4£' actvPD
i ;1'5c'
actual"
166'
actual}
(1,74' actual)
(1,83" actual)
f1 Q3' aciva l}
=5:
Doti;
DIA
I GPM
DIA
I GPM
DIA F
GP'h
DIA
€ GPM DIA.
I GPM
DIA.
GPM
DIA
f 50 j
230
325'
300 .
355'
350
370' }
410
390'
470 4D5'
535
420'
640
435'
5^
25C
341,-
330
370'
385
390, t
445
41o'
I 515 425'
585
440'
595
455'
T1 {
270
355'
355
385'
I 475
405' !
aA0
a25'
555 ae0'
j 530
455'
755
475'
6_
29C'
?7G'
360
&3C
445
42G'
515
440,
59D 455'
675
470'
805
490'
_f
90 I
310
380'
405
A15'
475
435'
545
455'
625 470'
715
485'
855
505,
100
325
390,
425
425'
500
445'
575
465'
65D 480'
755
5DD'
900
520'
110
340
40-3'
445
435'
525
455'
605
475'
695 490,
790
510'
945
535'
120
355
41C'
465
445'
545
465'
636
465'
725 500'
825
520'
985
545'
130
371)
415'
485
450'
565 ..
470'
655
490'
755 - 505'
860.
525'
1025
550,
'The diameter of throw is approximately 2% less for the 24" trajectory angle, 5% toss Tor me 21' trajectory angle. - -
" The BIG GUNS performance data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydraulic entrance conditions or other factors.
--- Nelson Irrigation Corporation makes no representation regarding droplet condition, uniformity, or application rate. 7
+'�_ �?� L' .� f � �+�� •r' � � ��1 ~�- � �, •fit-.>.�t -
E' �\!• * j ..x,af -� •i. 3 _r 7r�'•��Ar ..r Y' /, r',�•'��..,'`..s F�_• �u'`- 1`:• •• i.d•r� -i
_ _ : �' . =� `-f - r - '�tin,_��,} �r �Y►�, ; • air • a.'i
w w .. -.•rr� . w • •:F-'- r ". '4/, ,cr`x.�:c•.• r•>,-`t -_ f � r yt i 1 it r•' i ./r > s i " ' • t .;4fi - •j '. 1
ref •r � 4 , a. • r •ti _»,+�- v + w ti' „. _ _ '.c�.�_ -�a4 r'` ti>T'-
_ .': W •ter ♦..,. *�•{ R-� ram}`^ -t t +�/ _• a~ :y,- ;,:ti i-`.."i r•� ••- Y.� Y
i' • . I �y :fir : Y � ♦ La T' .:.
- T _ •- ...� � � •. - j.;.G'j v``. ray A �...r•��•rb i1. .► 1��_ ♦ ri.
�•~ � "9 � ��� ' .= ti- Y _�� .•%* ��1_ �!'�!�t���. sI"'- a •� _ - r• r.i .ice
-.i- r r$ •� •�J �' f t� �� �s �••:-fie. "•r •� • � , � '
•_ =.�! •►: � i ='� i gip_: �? � -rr a Y. �
' T i •' `'L'�.- - � � =: kr 4 4 t - � •I' r V r_ -� f �Y L,
.,. -i•, �.,� L� ti -' `^jfYiwi��=!-`� lx• S y •+h •-+}+ , `��,� •/r •9+ �'
rI.•.. �' i � � � Ike •• �Ll� •� •��+ Y�� ��.Y��_ r • -.��,. 4` �� '1'•e
aa�. =ti - '�. - may,, � . • - �:� �__ -��' "•-�^ _
ti
Y . �r�•• 44 �L,y _ •
!�ozy• ti:4T% Nw
ti". `_ i+r :`, '1t' ya '�. - 70 -fir;•. w �;r„ ♦ 4 Y�Y + � •}�`,
'ram r i r rs a'��•
�'�tom, y .?- — � �M�e;•�y�:a�s..WIM4y� �s?�+.�+''r •e•� 1�r _'�,� _`'
IL
• • � �_ �. i�► �y .sue a Zyr '�ti � �r"rr �4'1 � r .y �-• 1.. .�°_M.
.��. rt -r f -•.� ;+` ' �"`'s -a. T � •w� . T ?.per 1i � ti� � �•
_ � �:*'� -r,.; �•T f .�x �^.Y<�,�y�.�T!����
fx:—L-���`•r:? �'.ti•gr L\ �� a :�._��.�r�J4•�•w1`i i
ae
zZ
�✓, w • - �Q�y �'• Cir-'�� _•• �y y,f1�`�-T.-1.,,.* �`+1•.A��` it ay��j'.' it '•:
',__►._�
-_� �:Sr.1: • J4��, 37ti-jrvi r 4f • �•'r `rfa::•r� �4f-•��sitiM► *:i�•�-'t+ti+:-� v�
= r�-••�,ti���'� .t?�L/i'�;31':- •ry}'-���� �y�•���t �`�if���►t ��±� � Yi;� ��' y�L.:�
..• ����r�'�`�"-�a'-'��'-.--�1 :�.;a•��S: S'1L�==fit`- .'�a, ti�i. !�- 1 r:�,f�.
Explanation for Waste Plan Revision f
r
Facility Name: Triumph Farm
Facility Permit No.: AWS310399
In compliance with our General permit, Section 1, Part 3, Paragraph 2, the following is an
explanation of changes made to the Waste Utilization Plan for the facility listed above.
The WUP has been amended to include the correct number of animals on the farm. In a
revision of the WUP dated June 5, 2006, the incorrect number of animals was used. The
correct number should have been 2,411 instead of 2000. With the correction, the waste
plan is still balanced using the same crops, just in a different rotation. These corrections
have been made and a copy of the revised WUP is attached.
If there are any questions or concerns about these changes, please feel free to call me at
910-289-7298 ext. 203.
Sincerely,
Kevin Pope
Technical Specialist
Murphy Family Ventures LLC
Enc.
kp
P 0 Box 1139 Wallace NC 28466
UP `" A TS U7 IL Z 4Tl PLAN
PRODUCER: Triumph Farm
LOCATION: PO Box 1139, Wallace, NC 28466
TELEPHONE: (910) 285-1357
TYPE OPERATION: Farrow - Feeder
NUMBER OF ANIMALS: 2411
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 infiltration rates,
leaching 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 rain ind, 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 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 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1
T UE UE TIL�ZATIDN PLAN i ^''�€ s t57
�€
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
2,411 animals.3861 (gallons) waste/animal/year = 9,308,871 (amt.) waste/year.
9,308,871 gallons
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,411 animals :5_5 lbs. PAN/animal/year = 15,672 lbs. PANlyear. (PAN from N.C. Tech.
Guide Std_ 633) 15,672 # PAN/YEAR
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: See Page 2a
'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 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.
NUP Page 2
_' E �-WASTEUTILIZATIN PLAN 4 jTR
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N. Acres Lbs. N Month of
# No. Two Per Acre Utilized Analication
4158
11
AuB
Soybeans
100
3.81
381.00
Apr -Sep 15
4158
12
AuB
Soybeans
100
3.76
376.00
Apr - Sep 15
4158
13
AuB
Soybeans
100
7.77
777.00
Apr - Se15
4158
14
AuB
Soybeans
100
7.25
725.00
Apr -Sep 15
4158
15
AuB
So beans
100
7.80
780.00
Apr - Se15
41.58
EF. �`r1 t=7.51
A-u
" ns '
1W100M
i 36:`.42
-3642 00
,•. _
4158
16
Wo
Soybeans
112
3.40
380.80
Apr - Sep 15
4158
17
Wo
Soybeans
112
5.20
582.40
Apr -Se15
4158
18
Wo
Soybeans
112
5.60
627.20
Apr -Sep 15
W4158
Ir - ^" ay'llM181
-. Wd _
" ns .
1 1a12
16 01
17,93�12
W' - �151
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
4158
j"Ae._ ___� 19'213,
.. AuB
Bdwtw- a
W269M
IL1419310
32091,17
4158
Risers 19-21
AuB
Small Grain
50
9.21
460.50
Oct -Mar
4,1581!!
1r.&.--Tj19'21j
WWA(jBKW
SmallILGraih
50
t 1E1E931
596!50
Oct -Mar
I
I
TOTAL 53.80
64.36
7,567.39 Reels
9,240.79 Aerway'
NUP Page 2a Soybeans Rotation 1
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized ADolication
4158
11
AuB
Wheat
104
3.81
396.24
Sep -Apr
4158
11
AuB
Corn
104
OF
396.24
Feb 15-Jun
4158
12
AuB
Wheat
104
3.76
391.04
Se A r
4158
12
AuB
Corn
104
"
391.04
Feb 15-Jun
4158
13
AuB
Wheat
104
7.77
808.08
Sep -Apr
4158
13
AuB
Corn
104
It
808.08
Feb 15-Jun
4158
14
AuB
Wheat
104
7.25
754.00
Sep -Apr
4158
14
AuB
Corn
104
754.00
Feb 15-Jun
4158
15
AuB
Wheat
104
7.80
811.20
Sep -Apr
4158
15
AuB
Corn
104
811.20
Feb 15-Jun
dm�wmf
II<Aecwa �r7 15
. A" S
Wheat
1:
36"42
3787168
--" -
,f_.._ 'IaTR15f
&B11
Com
1�1ti
36`424
3787f689
Feb-J16="Junes
4158
16
Wo
Wheat
96
3.40
326.40
Sep -Apr
4158
16
Wo
Corn
118
OF401.20
Feb 15-Jun
4158
17
Wo
Wheat
96
5.20
499.20
Sep -Apr
4158
17
Wo
Corn
118
it613.60
Feb 15-Jun
4158
18
Wo
Wheat
96
5.60
537.60
Sep -Apr
4158
18
Wo
WO -MO
Corn
Whibt
118
M961A
"
JK1670,1M
660.80
K1536196jff
Feb 15-Jun
WMSe ". -
1f _"--16=.18>I
IWo
Com
111I1�i1;18
9$!t31t�
11888f618
I�otrcl5luh#
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
fAerwa �t 21i1
I Aii6
B&Kuda W
4 269M
Will!931
320917
Mar=Se '
Risers 19-21
AuB
Small Grain
50
9.20
460.00
Oct -Mar
�' R -- �18�=2•>I�
�Au6
SmallaGiainl'
.�
;.11�93
596'50
Ocf-Altar
TOTAL 63.80 12,297.41
64.36 14,807.17
NUP Page 2a Corn -Wheat Rotation
`" :WASTE UTILIZATION -PLAN - -�
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])
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
IF No. Type Per Acre Utilized Application
* See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Totals from above Tables
Rotation 1
Reels
Acres Lbs. N
Utilised
53.80
7,567.39
60.41
12,565.28
114.21
20,132.67
l N Produci
r Deficit
15,671.50
(4,461.17)1
Aerway
Acres Lbs. N
Utilized
Table 1 64.36 9,240.79
Table Z 1 68.22 14,189.76
Total 132.58 23,430.55
Amount of N Produced 15,671.50
Surplus or Deficit 7,759.05
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 nutrient or other
elements.
NUP Page 3 Soybeans Rotation 1
C-,,, 17 MEX., ,,hh� iNASTE UTiL! TION P AN fi � `-
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 21)
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized .,
See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Totals from above Tables
Rotation 2
Reels
Acres Lbs. N
Utilized
53.80
12,297.41
60A1
6,041.00
114.21
18,338.41
f N Produci
r Deficit
15,671.50
12,666.9111
Aerway
Acres
Lbs. N
Utilized
Table 1
64.36
14,807.17
Table 2
68.22
6,822.00
Total
132.58
21,629.17
Amount of N Produced
15,671.50
Surplus or Deficit
5,957.67
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 nutrient or other
elements.
NUP Page 3 Corn Wheat Rotation
£W TAS UTELIZATION PLAN ,.
Table 2: ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. True Per Acre Utilized Aoolication
8478
2
AuB
Soybeans
100
6.21
621.00
Apr -Sep 15
8478
3
AuB
Soybeans
100
5.57
557.00
Apr -Sep 15
8478
4
AuB
Soybeans
100
6.95
695.00
Apr -See 15
8478
5
AuB
Soybeans
100
7.31
731.00
Apr -Sep 15
8478
6
AuB
Soybeans
100
8.00
800.00
Apr -Sep 15
8478
7
AuB
Soybeans
100
7.31
731.00
Apr -Sep 15
8478
8
AuB
Soybeans
100
7.64
764.00
Apr -Sep 15
8478
9
AuB
Soybeans
100
5.45
545.00
AEr-Sep 15
VM847819
.. Z91
_. `B
100
W62r259K
.6225!00
,'-. �-Se I15
8478
10a
AuB
Soybeans
100
3.75
375.00
Apr -Sep 15
8478
10b
AuB
Soybeans
100
2.22
222.00
Apr -Sep 15
8478
7A-e— -- :1.0V
. 8MW
""beans
100MR
5 97
597!00
< _. -, .._115
TOTAL 60.41
68.22
6041.0 Reels
6822.00 Aerway
NUP Page 3a Soybean Rotation 1
Table 2. ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Awlication
8478
2
AuB
Wheat
104
6.21
645.84
Se A r
8478
2
AuB
Corn
104
of
645.84
Feb 15-Jun
8478
3
AuB
Wheat
104
5.57
579.28
Se A r
8478
3
AuB
Corn
104
of579.28
Feb 15-Jun
8478
4
AuB
Wheat
104
6.95
722.80
Se A r
8478
4
AuB
Corn
104
it722.80
Feb 15-Jun
8478
5
AuS
Wheat
104
7.31
760.24
Sep -Apr
8478
5
AuB
Corn
104
760.24
Feb 15-Jun
8478
6
AuB
Wheat
104
8.00
832.00
Se -A r
8478
6
AuB
Corn
104
"
832.00
Feb 15-Jun
8478
7
AuB
Wheat
104
7.31
760.24
Sep -Apr
8478
7
AuB
Corn
104
01760.24
Feb 15-Jun
8478
8
AuB
Wheat
104
7.64
794.56
Sep -Apr
8478
8
AuB
Corn
104
794.56
Feb 15-Jun
8478
9
AuB
Wheat
104
5.45
566.80
Sep -Apr
8478
9
AuB
Corn
104
"
566.80
Feb 15-Jun
0847,9VA.
2=8i
AuBIM.
M*,Whe&tUU
M10,4
6Z251*
0[6474f00;
Se '" _ .,
_847,8
E.'- - j2=9j
AOBi
ComV
1 1:04;
• 8225
i111647.4!00
Feb I.5-Jun'
8478
10a
AuB
Wheat
104
3.75
390.00
Sep -Apr
8478
10a
AuB
Corn
104
390.00
Feb 15-Jun
8478
10b
AuB
Wheat
104
2.22
230.88
Sep -Apr
8478
10b
AuB
Corn
104
230.88
Feb 15-Jun
9984781
` 1m._.-. '6'10ii
AuBM%
VW.Whe-atUP
_ 104
M45-97
K620r88
0M.Se ;A 'S
84781
k'/Xe"WW10f
MFAU13
06MVIW104i
&W
620188
Feb°15 Wun
TOTAL 60.41 12,565.28 Reels
68.22 14,189.76 Aerway
NUP Page 3a Corn Wheat Rotation
F x-.+4� �a""• �+�1•y.� ; �' �,a.-..+uR-a.+t �v-+"`u.� ■` e�am4�ye:.a"�; l��i"�.-m..l �_
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 (In/Hr) Amount (In.)
1-10
AuB
Corn Wheat Soybeans
0.5
1
16-18
Wo
Corn Wheat Soybeans
0.4
1
19-21
AuB
Bermuda Small Grain
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation `see design (per lagoon gauge 19")
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.
Narrative of operation:
This NUP reflects wettable acres and is written to reflect the use of irrigation reels and an aerwav system.
This farm uses a hard hose traveller and dry hydrant system for irrigation and has access to an aerwa .
The method of nutrient removal is through row croging and having.
Risers 1 Oa and 10b can reached through the use of aluminum pipe.
NUP Page4
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, man made
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding, (See "Weather and Climate in North
Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur off site or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5
� ��,.�� L
i � e "'Lzs '+Y
.-I�WASTE:IlT�iLIZATI4N
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a "technical specialist". Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
NUP Page 6
18 Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7
T r.WASTE UTILIZATfON: PLAN: �r� Y.;
WASTE UTILIZATION PLAN AGREEMENT
Name of Fart: Triumph
Owner/ Manager Agreement
(we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the 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 a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters 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.
Name of Facility Owner: Triumph Associates LLC
(please print)
Signature: Date:
Name of Manager (If different from owner): David Hulbert
` I 1
Signature: Date: Z 2- a 0-7
Name of Technical Specialist: (please print): Kevin Pope
Affiliation: Murphy Family Ventures, LLC
Address (Agency): P.O. Box 1139
Wallace, NC 28466
Signature: Dater 20 —0�7 _
NUP Page 8
EP
V
Y Wa4TURES LLC MR
DEC 0 1 2006
Explanation for Waste Plan Amendment
Facility Name: Triumph Farm
Facility Permit No.: AWS310399
Incompliance with our General permit, Section 1, Part 3, Paragraph 2, the following is an
explanation of changes made to the Waste Utilization Plan for the facility listed above.
The WUP has been amended to include a small grain silage crop to be used to get the
lagoon back into compliance. This is part of the 30 day POA submitted to the
Wilmington Regional Office.
On tract # 8478, we will be planting small grain silage after the soybeans are harvested.
This is an addition to the WUP and gives us greater flexibility to get the lagoon level
down and keep it down during the winter months.
If there are any questions or concerns about these changes, please feel free to call me at
910-289-7298 ext. 203.
Sincerely,
k
Kevin Pope
Technical Specialist
Murphy Family Ventures LLC
Enc.
kp
P 0 Box 1139 Wallace NC 28466
=; xu YVASTE:FUTILIZATI4NPLANsx=+ :n
PRODUCER: Triumph Farm
LOCATION: PO Box 1139, Wallace, NC 28466
TELEPHONE: (910) 285-1357
TYPE OPERATION: Farrow - Feeder
NUMBER OF ANIMALS: 2000
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 infiltration rates,
leaching 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 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 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1
Amount of Waste Produced Per Year Lgallons—ft, tons. etch
2,000 animals: 3861 (gallons) waste/animal/year = 7,722,000 (amt.) waste/year.
7,722,000 gallons
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2 000 animals: 6_5 Ibs. PAN/animal/year = 13,000 Ibs. PAN/year. (PAN from N.C. Tells.
Guide Std. 633) 13,000 # PANNEAR
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: See Page 2a
'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 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.
NUP Page 2
11VAME UTILIZA ; �N PLAN :,� r
?able 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Apalication
4158
11
AuB
Soybeans
100
3.81
381.00
Apr - Sep 15
4158
12
AuB
Soybeans
100
3.76
376.00
r - See 15
4158
13
AuB
So ns
100
7.77
777.00
Apr - Sep 15
4158
14
AuB
S ns
100
7.25
725.00
Apr - Sep 15
4158
15
AuB
Soybeans
100
7.80
780.00
Apr - Sep 15
1W158!!Aerway-�`11i11�15!
A�u81♦
"�- 7iIN
=1 U01�
036'.° VE
&3642r00�
W . • �150
4158
16
Wo
Soybeans
112
3.40
380.80
Apr - Sep 15
4158
17
Wo
Soybeans
112
5.20
-582.40
Apr - Sep 15
4158
18
Wo
Soybeans
112
5.60
627.20
Apr - Sep 15
W41.581M
A6I1
'I .
1.
951,12M
I IS'0i1®
1r7,93126
4W-ApMoS601151119
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
44&=
:
AuB:` '
#WTOW1T9
MrMar
4158
Risers 19-21
AuB
Small Grain
50
9.21
460.50
Oct -Mar
11041580
11.7'211W-2111
1111WA68
SmatGFwn-VIIIIIIIIII
=50=
M1i1i.9321
0 596:5t A
Oct=Mara
TOTAL 53.80
64.36
NUP Page 2a Soybeans Rotation 1
7,567.39 Reels
9,240.79 Aerway
Table 1. ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
4158
11
AuB
Wheat
104
3.81
396.24
Sep -Apr
4158
11
AuB
Com
104
0396.24
Feb 15-Jun
4158
12
AuB
Wheat
104
3.76
391.04
Sep -Apr
4158
12
AuB
Corn
104
391.04
Feb 15-Jun
4158
13
AuB
Wheat
104
7.77
808.08
Sep -Apr
4158
13
AuB
Corn
104
808.08
Feb 15-Jun
4158
14
AuB
Wheat
104
7.25
754.00
See -Apr
4158
14
AuB
Corn
104
754.00
Feb 15-Jun
4158
15
AuB
Wheat
104
7.80
811.20
Sep -Apr
4158
15
AuB
Corn
104
811.20
Feb 15-Jun
OPP
-F `.1►1z-1
-�A-uSOW.
VVM
PKI"U
1036 :
UV.UA6841
FMY-j1j-=15a
l ADB�
C&
MI04ZI
1938142
1937871681=FebZ1.5=`Jun'M
4158
16
Wo
Wheat
96
3.40
326.40
Sep -Apr
4158
16
Wo
Corn
118
401.20
Feb 15-Jun
4158
17
Wo
Wheat
96
5.20
499.20
Sep -Apr
4158
17
Wo
Corn
118
"
613.60
Feb 15-Jun
4158
18
Wo
Wheat
96
5.60
537.60
Se r
4158
18
Wo
Corn
118
660.80
Feb 15-Jun
V#dm=
.W..Fieat '
"M98-'�
Z5 olbi
'I.S38i9
jLg8
?�' 7er-'�i8a181
VVD�
Carrr�'r�-
iiw,"
104
4%j M $L#
F.ibll5 li
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
_.'
f . a19 ,
- .
�
-,., 269
f t
`3209'-1,ft
Risers 19-21
AuB
Small Grain
50
9.20
460.00
Oct -Mar
1i �2t1N
Auk
S ffa-I _
11.0
5".Wn
NEOWMaArMW
TOTAL 53.80 12,297.41
64.36 14,807.17
NUP Page 2a Corn -Wheat Rotation
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 [sea Required Specification 2))
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
V No. Type Per Acre utilized Application
See footnote for Table 1.
Table 1
Table 2
Total
Amount c
Surplus a
r
Totals from above Tables
Reels
Acres Lbs. N
Utilized
53.80
7,567.39
60.41
6,041.00
114.21
.13,608.39
f N Produci
r Deficit
13,000.00
608.39
Aerway
Acres
Lbs. N
Utilized
Table 1
64.36
9,240.79
Table 2
68.22
6,822.00
Total
132.58
16, 062.79
Amount of N Produced
13,000.00
Surplus or Deficit
3,062.79
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 nutrient or other
elements.
NUP Page 3 Soybeans Rotation 1
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 21)
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
A. Type Per Acre Itilized Application
* See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Totals from above Tables
Reels
Acres Lbs. N
Utilized
53.80
12,297.41
60.41
12,565.28
114.21
24,862.69
F N Produc
r Deficit
13,000.00
11,862.69
Aerway
Acres
Lbs. N
Utilized
Table 1
64.36
14,807.17
Table 2
68.22
14,189.76
Total
132.58
28,996.93
Amount of N Produced
-
Surplus or Deficit
28,996.93
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 nutrient or other
elements.
NUP Page 3 Corn Wheat Rotation
Table 2. ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Two Per Acre Utilized Aoalication
8478
2
AuB
Soybeans
100
6.21
621.00
Apr-SepApr-Sep 15
8478
3
AuB
Soybeans
100
5.57
557.00Apr-Sep
15
8478
4
AuB
Soybeans
100
6.95
695.00Apr-Sep
15
8478
5
AuB
Sovbeans
100
7.31
731.00Apr-Sep
15
8478
6
AuB
Soybeans
100
8.00
800.00
Apr-SepApr-Sep 15
8478
7
AuS
Soybeans
100
7.31
731.00Apr-Sep
15
8478
8
AuB
soy -beans
100
7.64
764.00
Apr -Sep 15
8478
9
AuB
Soybeans
100
5.45
545.00
Apr-SepApr-Sep 15
W8478M
VAer a j2:9]
A'u61�
" " N
M1'0011M
N62?251111111
K6225[00>9
MAW 'e-0-11'5i
8478
10a
AuB
Soybeans
100
3.75
375.00
Apr-SepApr-Sep 15
8478
10b
AuB
Soybeans
100
2.22
222.00
A2r-See 15
= _ 76llllli
8`A` . A ;OJ
NWAZS
1K1.0am
Illll 5!97AIIIIII
U587100M
W"315
TOTAL 60.41
68.22
NUP Page 3a Soybean Rotation 1
6041.0 Reels
6822.00 Aerway
_ . LIZATI�N WASTE UT PLAN `T-� W��
4: I . ,
N €
Table 2. ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvge Per Acre Utilized ADDlication
8478
2
AuB
Wheat
104
6.21
645.84
Sep -Apr
8478
2
AuB
Corn
104
645.84
Feb 15-Jun
8478
3
AuB
Wheat
104
5.57
579.28
Sep -Apr
8478
3
AuB
Corn
104
579.28
Feb 15-Jun
8478
4
AuB
Wheat
104
6.95
722.80
Se A r
8478
4
AuB
Corn
104
722.80
Feb 15-Jun
8478
5
AuB
Wheat
104
7.31
760.24
Sep -Apr
8478
5
AuB
Corn
104
760.24
Feb 15-Jun
8478
6
AuB
Wheat
104
8.00
832.00
Se Apr
8478
6
AuB
Corn
104
832.00
Feb 15-Jun
8478
7
AuB
Wheat
104
7.31
760.24
Se Apr
8478
7
AuB
Corn
104
760.24
Feb 15-Jun
8478
8
AuB
Wheat
104
7.64
794.56
Se Apr
8478
8
AuB
Corn
104
"
794.56
Feb 15-Jun
8478
9
AuB
Wheat
104
5.45
566.80
Se Apr
8478
9
AuB
Corn
104
566.80
Feb 15-Jun
M8478
_ �--,21-W
OK104
62'25%
-f647#`00A
'- 6 A -_
8.4
! . t .
1
Comte:
1 104
C-6225
647�4
Ee11a15�+tun.0
8478
10a
AuB
Wheat
104
3.75
390.00
Sep -Apr
8478
10a
AuB
Corn
104
390.00
Feb 15-Jun
8478
10b
AuB
Wheat
104
2.22
230.88
Se Apr
8478
10b
AuB
Corn
104
"
230.88
Feb 15-Jun
Ift. 011111
_ 1. 1
AAES
1Wfieat.. '
"Ti11
620 88�
- "'
A 11 paw
=t
5 97ff
620 "
F 95 tub
TOTAL 60.41 12,565.28 Reels
68.22 14,189.76 Aerway
NUP Page 3a Com Wheat Rotation
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 (In/Hr) Amount (In.)
1-10
AuB
lCorn Wheat Soybeans
0.5
1
16-18
Wo
Corn Wheat Soybeans
0.4
1
19-21
AuB
Bermuda Small Grain
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation 'see design (per lagoon gauge 19")
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.
Narrative of operation:
This NUP reflects wettable acres and is written to reflect the use of irriqation reels and an aerwav system.
This farm uses a hard hose traveller and dry h Brant sy§tem for irri ation and has access to an aerwa .
The method of nutrient removal is through row croping and having.
Risers 10a and 10b can reached through the use of aluminum pipe.
NUP Page4
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, man made
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to property dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur off site or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5
'i111ASTE;UTILIZATIONPLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a "technical specialist". Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the -site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
NUP Page 6
WASTEUTILZATtOP ;.LAN .
18 Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element, Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7
UTIUMA
WASTE UTILIZATION PLAN AGREEMENT .
Name of Farm: Triumph
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the 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 a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters 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.
Name of Facility Owner: Triumph Associates LLC
(please print)
Signature:
Name of Manager (if different from owner): David Hulbert
Signature: (__� � A Date: /
z► 06
Name of Technical Specialist: (please print) : Kevin Pone
Affiliation: Murphy Family Ventures, LLC
Address (Agency): P.O. Box 1139
Wallace. NC 28466
Signature: Date: .2 C - C fc
NUP Page 8
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvae Per Acre Utilized Aaallcation
8478
2
AuB
Small Grain Silage
64
6.21
397.44
Se - Mar
8478
3
AuB
Small Grain Sil a
64
5.57
356.48
Se - Mar
8478
4
AuB
Small Grain Silage
64
6.95
444.80
Se - Mar
8478
5
AuB
Small Grain Silage
64
7.31
467.84
Se - Mar
8478
6
AuB
Small Grain Silacie
64
8.00
512.00
Se - Mar
8478
7
AuB
Small Grain Silage
64
7.31
467.84
Se - Mar
8478
8
AuB
Small Grain Silage
64
7.64
488.96
Se - Mar
8478
9
AuB
Small Grain Silage
64
5.45
348.80
Se - Mar
W"78'
r , i2:9t
UWPZB'
Sn-W!GVWnfS M
VA6410,
11111OZ25S
109W.001
Illy m- Mean
8478
10a
AuB
Small Grain Silage
64
3.75
240.00
Se - Mar
8478
10b
AuB
Small Grain Silage
64
2.22
142.08
Se - Mar
79U
P-'T'j10
NWAuB
Sma n§j ' a
W64-M
W5197AN
1 38ZOS
`�- M&IM
TOTAL 60.41 3866.2 Reels
68.22 4366.08 Aerway
This amendment is a temporary addition to the current waste utilization plan.
This amendment is for the addition of small grain silage to be planted after the soybeans on the above fields and
will only be in effect for one growing season. The small grain silage will be harvest by haying in the spring of
2007, prior to corn being planted. The small grain silage PAN has been reduced by 15# because of the residual
N left by the soybeans.
Technical Specialist:
Kevin Pope
Date: I o -GL
WUP Amendment 11-20-06
ANIMAL WASTE UTILIZATION AGREEMENT COPY
(Needed only if additional land has to be leased, etc-)
1, k4Zr_411•) (yaa "A7 , hereby give trZucy.P�f Asoc..t;xrJ1-C..
permission to apply animal waste from his Waste Utilization System on S • 9-7 acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
ti ll
Adjacent Landowner: Date:1�
Waste Producer it4; Date:
Technical Representative: Date:
SWCD Representative:
Date:
Term of Agreement: S yRX , � or to , 20 OF
(Minimum of Ten Years on Cost Shared Items)
(See Required Specnccafon No. 2)
NUP Page 9
AA for�Criumph Farm
l.=
Subject: POA for Triumph Farm
From: KPope@murfam.com ,f
i
Date: Wed, 15 Nov 2006 13:29:00 -0500
To: chester.cobb@ncmail.net
Please see the attachment.
Kevin Pope
Technical Specialist and Farming Manager
Murphy Family Ventures, LLC
910-289-7298 ext. 203 office
910-284-2813 mobile
kpope@murfam.com
Content -Type: application/msexcel
2006-Triumph-Poa30.xls
Content -Encoding: base64
i of 1 11/17/2006 10:41 AM
M
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 (ID): Trium h
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
159216 ft
e. line c112 x line d x 7.48 gallonslft3
99245 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 255571 ft3
h. current herd # 20001 certified herd #1 2000
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 10/16/2006
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
255571 ft'
-, ft3
u9625U ft3
438604 gallons
1.30 Ibs11000 gal.
699.2 lbs. PAN
PoA (30 Day) 2/21100
4.
Ih TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Triumph line m = 699.2 lb PAN
n. 699.2 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
t. TOTAL PAN
u. application window'
2 PAN balance
BALANCE FOR
(lb/acre)
FIELD (Ibs.)
column r x s
AW 11-15
Wheat
36.42
104.00
3787.7
Se - Apr
AW 16-18
Wheat
16.01
96.00
1537.0
Se - A r
AW 19-21
Small Grain Overseed
11.93
50.00
596.5
Oct - Mar
'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 (sum of column t) = 5921.1 lb. PAN
IV. FACILITY'S POA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 699.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 5921.1 lb. PAN
y. Overall PAN balance (w - x) _ -5222 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
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. Application will be done with an aerway drag hose system. The WUP reflects
the use of this equipment.
We have a suspicion that there is fresh water entering the lagoon via the farm plumbing. We are installing
a water meter on the farm to try and help identify any excess water going into the lagoon.
PoA (30 Day) 2/21100
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: AWS310399
Facility Name: Triumph Farm
Certified Operator Name:
Kendall Huffman
County: Duplin
Operator Number:
16819
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):
Lagoons Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Triumph
no
18
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.
XXXX 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 III 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: 11/20/2006
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.
Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
Explanation for Waste Plan Revision
Facility Name: Triumph Farm
Facility Permit No.: AWS310399
In compliance with our General permit, Section 1, Part 3, Paragraph 2, the following is an
explanation of changes made to the Waste Utilization Plan for the facility listed above.
The WUP has been changed to reflect changes made in the wettable acres in Field #1
(Risers 1-9) on Tract # 8478 and Field #2 (Risers 11-15) on Tract 4158.
Field #1, Tract #8478:
The major change in this field is the discontinued use of Riser #1. The remaining
risers' lane pattern has been modified, thus making up for the lost acreage of Riser #1.
The wettable acres in the field were 53 acres. After the modifications, the wettable acres
are now 54.44 acres.
Field #2. Tract #4158:
The major change in this field is the increase in wettable acres. This increase is
due to the clearing of additional land on the border of the field. This allowed us to
lengthen Pull 13, thus increasing its wettable acres from 3.7 acres to 7.77 acres. Pull 14
also had an increase in acreage due to the changes. It was previously 5.05 acres, but is
now 7.25 acres. Another major change in this field that affects the wettable acres was the
lane spacing of the pulls. The lane spacing for these risers was 300 feet, but will be
changed to 260 feet. This will make these lanes like all other lanes on the facility. Total
wettable acres for this field were 22.5 acres. The new wettable acreage is 30.39 acres.
Another change in the WUP is the additional acreage added due to the inclusion of our
Aerway system. By having this equipment, we are able to apply effluent to acreage that
is not available with irrigation reels. This additional acreage gives us better flexibility in
managing our waste facility.
If there are any questions or concerns about these changes, please feel free to call me at
910-289-7298 ext. 203.
Sincerely,
Kevin Pope
Technical Specialist
Murphy -Family Ventures LLC
Enc.
kp
P 0 Box 1139 Wallace NC 28466
PRODUCER: Triumph Farm
LOCATION: PO Box 1139, Wallace, NC 28468
SEP un 1
TELEPHONE: (910) 285-1357 4
TYPE OPERATION: Farrow - Feeder
NUMBER OF ANIMALS: 2000
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 infiltration rates,
leaching 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 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 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1
Amount of Waste Produced Per Year (gallons, ft. tons, etc.?
2,000 animals :3861 (gallons) wastelanimal/year = 7,722,000 (amt.) waste/year.
7,722,000 gallons
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,p00 animals : 6_5 lbs. PANlanimaltyear = 13,000 lbs. PAWyear. (PAN from M.C. Tech.
Guide Std. 633) 13,000 # PANNEAR
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. See Page 2a
'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 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.
NUP Page 2
Table t: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tore Per Acre Utilized Application
4158
11
AuB
Soybeans
100
3.81
381.00
Apr - Sep 15
4158
12
AuB
5 ns
100
3.76
376.00
Apr - Sep 15
4158
13
AuB
Soybeans
100
7.77
777.00
Apr - Sep 15
4158
14
AuB
Soybeans
100
7.25
725.00
A - Sep 15
4158
15
AuB
Soybeans
100
7.80
780.00
A - Sep 15
Ifs
,1i
4158
16
Wo
Soybeans
112
3.40
380.80
Apr - Se 15
4158
17
Wo
Soybeans
112
5.20
582.40
Apr - Se 15
4158
18
Wo
Soybeans
112
5.60
627.20
- Se 15
4:
6..
W
_"-_'`ts1�
. 14f3"G
fit:.
` L Sim
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
4158
Risers 1941
AuB
Small Grain
50
9.21
460.50
Oct -Mar
TOTAL 53.80
64.36
7,567.39 Reels
9,240.79 Aerway
NUP Page 2a Soybeans Rotation 1
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tore Per Acre Utilized ADDllcation
4158
11
AuB
Wheat
104
3.81
396.24
Se r
4158
11
AuB
Corn
104
"
396.24
Feb 15- Jun
4158
12
AuB
Wheat
104
3.76
391.04
Sep, -Apr
4158
12
AuB
Corn
104
391.04
Feb 15-Jun
4158
13
AuB
Wheat
104
7.77
808.08
Sep -Apr
4158
13
AuB
Corn
104
808.08
Feb 15-Jun
4158
14
AuB
Wheat
104
7.25
754.00
Se A r
4158
14
AuB
Corn
104
N754.00
Feb 15-Jun
4158
15
AuB
Wheat
104
7.80
811.20
Sep -Apr
4158
15
AuB
Corn
104
811.20
Feb 15-Jun
4158
16
Wo
Wheat
96
3.40
326.40
Sep -Apr
4158
16
Wo
Corn
118
401.20
Feb 15-Jun
4158
17
Wo
Wheat
96
5.20
499.20
Sep -Apr
4158
17
Wo
Corn
118
613.60
Feb 15-Jun
4158
18
Wo
Wheat
96
5.60
537.60
Sep -Apr
4158
18
Wo
Corn
118
660.80
Feb 15-Jun
ti - *,
WVF,jw MILE-
4158
19
AuB
Bermuda
269
4.10
1102.90
Mar -Se
4158
20
AuB
Bermuda
269
3.01
809.69
Mar -Se
4158
21
AuB
Bermuda
269
2.10
564.90
Mar -Se
Risers 19-21
AuB
Small Grain
50
9.20
460.00
Oct -Mar
TOTAL 53.80 12,297.41
64.36 14,807.17
NUP Page 2a Corn -Wheat Rotation
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))
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
• Type Per Acre itilized Application
See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Totals from above Tables
Reels
Acres Lbs. N
ttilized
53.80
7,567.39
60.41
6,041.00
114.21
13,608.39
f N Produci
r Deficit
13,000.00
608.39
AerwaY
Acres
Lbs. N
Utilized
Table 1
64.36
9,240.79
Table 2
68.22
6,822.00
Total
132.58
16, 062.79
Amount of N Produced
13,000.00
Surplus or Deficit
3,062.79
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 nutrient or other
elements.
NUP Page 3 Soybeans Rotation 1
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
" See footnote for Table 1.
Table 1
Table 2
Total
Amount a
Surplus o
lype Per Acre Utilized &T-= tr- in
Totals from above Tables
Reels
Acres Lbs. N
Utilized
53.80
12,297.41
60.41
12,565.28
114.21
24,862.69
F N Produo
r Deficit
13,000.00
11,862.69
AerwaY
Acres
Lbs. N
Utilized
Table 1
64.36
14,807.17
Table 2
68.22
14,189.76
Total
132.58
28,996.93
Amount of N Produced
-
Surplus or Deficit
28,996.93
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 nutrient or other
elements.
NUP Page 3 Corn Wheat Rotation
Table 2: ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tore Per Acre Utilized Malication
8478
2
AuB
Soybeans
100
6.21
621.00
Apr -Sep 15
8478
3
AuB
Soybeans
100
5.57 i
557.00
Apr -Sep 15
8478
4
AuB
Soybeans
100
6.95
695.00
Apr -Sep 15
8478
5
AuB
Soybeans
100
7.31
731.00
Apr -Sep 15
8478
6
AuB
Soybeans
100
8.00
800.00
Apr -Sep 15
8478
7
AuB
Soybeans
100
7.31
731.00
Apr -Sep 15
8478
8
AuB
Soybeans
100
7.64
764.00
Apr -Sep 15
8478
9
AuB
Soybeans
100A�a�
545.00
A r-Se 15
-
_ /'Z�:7�
Au
.fir
10V.:4
a5..�455 �
8478
10a
AuB
Soybeans
100
3.75
375.00
Apr -Sep 15
8478
10b
AuB
So ans
100
2.22
222.00
Apr -Sep 15
WE 00%
TOTAL 60.41 6041.0 Reels
68.22 6822.00 Aerway
NUP Page 3a Soybean Rotation 1
LEASEDTable 2. ACRES BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Amlication
8478
2
AuB
Wheat
104
6.21
645.84
Sep -Apr
8478
2
AuB
Corn
104
a645.84
Feb 15-Jun
8478
3
AuB
Wheat
104
5.57
579.28
Sep -Apr
8478
3
AuB
Corn
104
579.28
Feb 15-Jun
8478
4
AuB
Wheat
104
6.95
722.80
Sep -Apr
8478
4
AuB
Corn
104
"
722.80
Feb 15-Jun
8478
5
AuB
Wheat
104
7.31
760.24
Sep -Apr
8478
5
AuB
Corn
104
760.24
Feb 15-Jun
8478
6
AuB
Wheat
104
8.00
832.00
Sep -Apr
8478
6
AuB
Corn .
104
"
832.00
Feb 15-Jun
8478
7
AuB
Wheat
104
7.31
760.24
Sep -Apr
8478
7
AuB
Corn
104
"
760.24
Feb 15-Jun
8478
8
AuB
Wheat
104
7.64
794-56
Sep -Apr
8478
8
AuB
Corn
104
794-56
Feb 15-Jun
8478
9
AuB
Wheat
104
5.45
566.80
Sep -Apr
8478
9
AuB
Corn
104
566.80
Feb 15-Jun
8478
10a
AuB
Wheat
104
3.75
390.00
Se A r
8478
10a
AuB
Corn
104
390.00
Feb 15-Jun
8478
10b
AuB
Wheat
104
2.22
230.88
Sep -Apr
8478
10b
AuB
Com
104
230.88
Feb 15-Jun
t-
. 0.rt
-
TOTAL 60.41
68.22
12,565.28 Reels
14,189.76 Aerway
NUP Page 3a Corn Wheat Rotation
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 In/Hr Amount In.
1-10
AuB
Corn Wheat So ns
0.5
1
16-18
Wo
Corn Wheat Soybeans
0.4
1
19-21
AuB
Bermuda Small Grain
0.5
1
THIS TABLE IS HOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation *see design (per lagoon gauge 19")
Call the local Natural Resources Conservation Service (formerly Sol]
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.
Narrative of operation:
This NUP reflects wettable acres and is written to reflect the use of irrigation reels and an aerwav system.
This farm uses a hard hose traveller and dry hydrant_sy_stem for irrigation and has access to an aerway.
The method of nutrient removal is through row croping and having.
Riseml0a and 10b can reached through the use of aluminum pine.
NUP Page4
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, man made
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
helshe shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It .
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur off site or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Pages
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a °technical specialist'. Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a'closure plan' which will eliminate the
possibility of an illegal discharge, pollution and erosion.
NUP Page 6
100
_ :3. .. �1 '�.. r':: _. 9 �^ra*n��nr.�.-.as sr•� .-. _ .. _-... _ � � a �` _vim
18 Waste handling structures, piping, pumps, reels, etc., should be inspected on.a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 60 days of utilization and soil shall be tested at least -
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels,
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm. Triumph
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the 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 a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters 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.
Name of Facility Owner: Triumph Associates LLC
(please print)
10 Signature: C___)",j to Date:. 8
Name of Manager (If different from owner): fOavid Hulbert
/G
Signature: Date:
Name of jechnical Specialist: (please print) : Kevin Pope
Affiliation: Murphy FamillVentures LLC
Address (Agency): P.O. Box 1139
Wallace. NC 28466
Signature: Date:
NUP Page 8
01
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•16! .•i - Z j4 •it �'i"_..a T���Tt�f ..� 1 �+'.•Ji M-•i ti s�'�t r - a.,.A :; ��.\
(Multiple workshem may be need4 HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORMHEET
1. Faun number (identification) .� I _, _y9 ,Field number (identification) rP ld :0 2
2. Irrigation system designation ✓ E=ing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes 570 feet] Length of pall(Ll)
l # Interior lanes # Exterior lanes L( 78 [feet] Length of pol(L2)
# Interior lanes / - # Exterior lanes 162# [feet] length of pull(1.3)
4. Wetted diameter 35 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] Yd 9- [as a percentage of wetted diameter]
6. Hydrant layout _✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Mane length (L, X Interior or Exterior (lane/hydrant) 1
13 $ (a) Acres start end of pull from Table Alfa Column 4.11A
3.41 (b) Ames middle portion of pull (Ll)
Ses,^ e*A '2 {Pull length L 70 [feet] X Wetted width _ [feet]] / 43,560
cr, 5 t3 (c) Acres stop end of pull from Table ESQ Column 'e-
' 1-3 3,4k Total acres for gravel lane length (L1) (Sum: a + b + c)
'7. 7? ac .
Travel lane length (L, X Interior or Exterior (lane/hydrant)
96 (a) Acres start end of pull from Table CY sO Column �
V- ], G .3`I (b) Acres noddle portion of pull (L2)
[Pull length 070 [feet] X Wetted width Me& [feet]} / 43,560
(c) Acres stop end of pull from Table E �O Column C
7. ;5 Total acres for travel lane length (1.2) (Sum: a + b + c)
Travel lane length (L, Interior or x Exterior ame/hydrant)
(a) Acres start end of pull from TableColumn
Ca.�i9 (b) Acres middle portion of pull (L3)
{Pull length L� [feet] X Wetted width "R3 [feet]} / 43,560
ter (c) Acres stop end of pull from Table -M Column G
7. �(C Total acres for travel lane length (13) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
-Ili (a) Acres per travel lane length (LI) X # Lanes = Acres
'?. d5 (b) Acres per travel lane length (1-2) X / # Lanes = Acres
r�. $D (c) Acres per travel lane length (13) X 1 # Lanes = Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
fit -fit- �� �� z Signature
gnature of technical specialist
.1S
,3G�.39 OG►�S
(Multiple w„kshem mW be, ) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WOWSHEET
1. Farm number (identification) 3! - 399 Field number (identification) Fe/V# 2 1 1 Nl5 3
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes y30 feet] Length of pull(LI)
1 #Interior lanes # Exterior Lanes 430 [�] h of pull(I Z)
# Interior lanes # Exterior Ianes &7f 2 [feet] Length of pull(I3)
4. Wetted diameter US [feet] from Field Data Worksheet
S. Spacing - Z O Hydrant spate [feet] 06 - [as a percentage of wetted diameter]
6. Hydrant layout - Multiple hydrants Single hydrant Excessively spaced hydrants
7. head the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or ?( Exterior (lane/hydrant)
Y� (a) Acres start end of pull from - Table EC S0 Column
Q -yt (b) Acres middle portion of pull (LI)
N11 length 3L` [feet] X Wetted width �03 [feet]} / 43,560
(c) Acres stop end of pull from Table C-C- S-0 Column C
3."it Total acres for travel lane length (U) (Suw. a + b + c)
'[Pavel lame length (L_) )C Interior or Exterior (lane/hydrant)
• (a) Acres start end of pull from Table C1 Frb Column 6
P,w Z* D (b) Acres middle portion of pull (I,2)
(Pull length yid [feet] X Wetted width ID [feet]) / 43,560
(c) Acres stop end of pull from Table FIT Column C
3,7b Total acres for travel lane length (12) (Sum: a + b + c)
']mays] lane length (Ij Interior or Exterior (lane[hydrant)
.9/ (a) Acres start end of pull from Table E-F YO Column 8
1:1�s�►' 13 3,45 (b) Acres middle portion of pull (13)
(pull length 5l7 [feet] X Wetted width[feet]] / 43,560
(c) Acres stop end of pull from Table EC- St' Column C
q .3 Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field Add all of these, and this is the total irrigated acreage for the field.
3 -. 8 I
(a) Acres per travel lane length (LI)
X
/ # Lanes
= 3, & i
Acres
3.71,
(b) Acres per travel lane length (1.2)
X
/ # Lanes
= 3, 7fc
Acres
4.3(0
(c) Acres per travel lane length (1.3)
X
1 # Lanes
= Y. ;3(.
Acres
11.93 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: — Date:
Signature of technical specialist
(Mulgpk wvbheM may be nmdud) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORMHEET
1. Farm number (identification) 31 - 3 '75 Feld number (identification)
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes / # Exterior lanes Z feet] Length of pull(LI)
/ # Interior lanes # Exterior lanes Z_ [feet] Length of pull(u)
I # Interior lanes # Exterior lanes 6 20 [feet] length of pull(13)
4. Wetted diameter -3a5 [feet] from Field Data Worksheet
S. Sparing IkC Hydrant spacing [feet] ?Or [as a percentage of wetted diameter]
6. Hydrant layout - ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel[ ]lane length (L, Interior or X Exterior (lane/hydrant)
• ll (a) Acres start end of pull from Table FC- 8O Column
Z 530 (b) Acres middle portion of pull (Li)
{Pull lengthy [feet] X Wettedwidth21_ [feet]) / 43,560
(c) Acres stop end of pull from Table UEW Column
• �� 1 Total acres for travel lane length (L2) (Sum: a + b + c)
l Travel lane length (L, Interior or `Exterior (lane hydrant)
(a) Acres start end of pull from Table C 186 Column
3 .71 (b) Acres middle portion of pull (1.2)
{Pull lengthy [feet] X Wetted width."L-C? [feet]} / 43,560
(c) Acres stop end of pull from Table ET kO Column C
5.'37 Total acres for travel Zane length (12) (Sum: a + b + c)
Travel lane length (L, --K Interior or Exterior (lane/hydrant)
• Kb (a) Acres start end of pull from Table l=-TF(0 Column >g
4vr29 (b) Acres middle portion of pull (13)
W (Pull lengthjkX [feet] X Wetted width J&V [feet]) / 43,560
$ (c) Acres stop end of pull from Table f s ft Column d
& A'-) Total acres for travel lane length (1.3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
6 • .11 (a) Acres per travel lane length (Ll) X # Lanes = G . L 1 Acres
5,57 (b) Acres per travel lane length (i2) X # Lanes = Acres
G -% (c) Acres per travel lane length (I3) X / # Lanes = ys! Acres
-3 Total CAMW wettable acres for field (Sum: 8a + 8b + Sc)
Wettable Acre Computational Worksheet Completed by: 1�� Date: C -Al-e'6
Signature of technfcaI specialist
�r��n►;t � inn
�S
(M,ltipu;orby,eds may be deeded) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number (identification) 31-399 Field number (identification),rPi/-d/ Wa4 �47,Y
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes 1 # Interior lanes # Exterior lanes AIFO feet] Length of pull(Li)
1 # Interior lanes # Exterior lanes //9S- [feet] Length of pull(L2)
1 # Interior lanes # Exterior lanes LC& [feet] length of pull(3)
4. Wetted diameter .3a5 [feetl from Field Data Worksheet
S. Spacing A-0 Hydrant spacing [feet] . - 30% [as a percentage of wetted diameter]
6. Hydrant layout !Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, sparing, and travel lane location.
Navel lane length (Lj X interior or Exterior (lane/hydrant)
a 4, (a) Acres start end of pull from 'fable «� Column
Lz 45 (b) Acres middle portion of pull (Li)
K' r (Pull length!10 [feet] X Wetted width,16 0 [feet]} / 43,560
(c) Acres stop end of pull from Table Er &' Column '
7.31 Total acres for travel lane length (U) (Sam: a + b + c)
Travel lane length (L, x Interior or Exterior (lane/hydrant)
% (a) Acres start end of pull from Table CI W Column 6
'7dq (b) Acres middle portion of pull (L2)
�tSPc [Pull lengthy [feet] X Wetted width . t [feet]) / 43,560
(c) Acres stop end of pull from 'Table ES9-G Column 6
$ • i Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L-) X interior or Exterior (lane&ydrant)
• j6 (a) Acres start end of pull from Table E d Column
L- .qT (b) Acres middle portion of pull (13)
[Pull lei h /c80 [feet] X Wetted width [feet]) / 43,560
`: (c) Acres stop end of pull from Table L-'.I ft Column d
7.31 Total acres for travel lane length (l.3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
7,31 (a) Acres per travel lane length (Ll)
8. 0 (b) Acres per travel lane length (L2)
(c) Acres per travel lane length (13)
X ( # Lanes
X l # Lanes
X l '# Lanes
7.31 Acres
_ .0 Acres
7.3 I . Acres
a 1XI.7. to -Total CAWMP wettable acres for field (Sam: 8a + 8b + 8c)
7 . Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
11 ! ��e 15
f x�
1.
(Mr„lgple worbhem may be nerd HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) _ 31 j99 _ _ Field number (identification) re f'� k l l -eJ S151-7?
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes ! # Interior lanes # Exterior lanes 113S feet] Length of pull(Ll)
# Interior lanes / # Exterior lanes 1056 [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 3-25 [feet] from Field Data Worksheet
5. Spacing 4_ Hydrant spacing [feet] V&e2o. [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane Iength (L_) X Interior or Exterior (lane/hydrant)
(o (a) Acres start end of pull from Table . - W Column A
�� { g to •7� (b) Ames middle portion of pull (LI)
{Pull length 11-3. [feet] X Wetted width 21,0 [feet]] / 43,560
(c) Acres stop end of pull from Table E-T ?-D Column d
71oN Total acres for travel lane length (LI) (Sunr. a + b + c)
Travel lane length (L, Interior or X Exterior (lane/hydrant)
.91 (a) Acres start end of pull from Table E--IF �0 Column Q
k t5p� q �2.3to (b) Acres middle portion of pull (L2)
��t th�ttik (Pull length 350 [feet] X Wetted width �2`13 [feet]} / 43,560
(c) Acres stop end of pull from TableColumn
3 � IL7 Total acres for travel lane length 0 2) (Sunu a + b + c}
k�K�{ 4 q
5 : y S Do - Travel lane length (L-) -%L Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table V 4 Column /'/a
�i6er 9 a.l8 (b) Acres middle portion of pull (L3)
(Pull Ingth 730 [feet] X Wetted width 136 [feet])/43,560
£r (c) Acres stop end of pull from Table ETBC Column d
•1.18 Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
'MeLl (a) Acres per travel lane length (LI) X 1 # Lanes = 7• (,`I Acres
3 ,? (b) Acres per travel lane length (L2) X / # Lanes = 3 • ; 0 Acres
113_ (c) Acres per travel lane length (L.3) X 1 # Lanes = . i 8 Acres
l3,o`i Total CAWMP wettable acres for field (Siam: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: s<.7n-- Date:
signature of technical specialist
Tc�a� �c�a�,lt Acres C� ��I� � ► i5
54.g4 a,
MAY,-26-2005 01:55
PRODUCER: Triumph Farm
LOCATION: 443 Dill Sanderson Lane Mt. Olive, NC 28365
TELEPHONE: (910)285-1005
TYPE OPERATION: Farrow - Wean
NUMBER OF ANIMALS: 2411
P-01
Post it Fax NoteC 7671
Me ��1t��5'
�!� Py
To
co.lpl.
Co. m l- v
Phone #
Phone s 85-` 13S7
fax a � 3 �U _ ��'
Fsx M c -.0 r /y,Z
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. Ahways 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,
leaching 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 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 21-1.0217 adopted by the Environmental Management Commission.
NUP Page 1
MAY-26-2006 01:55
P.02
Amount of Waste Produced Per Year [gallons. ft. tuns. etc
2,411 animals : 6_1 (tons) waste/animaflyear = 14,707 (tons) waste/year =
14,707 tons
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2.411 animals: 5_4 lbs. PAN/animal/year = 13,019 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633) 13,019 # PANIYEAR
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: See Page 2a
`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 be based on realistic Aeld
emotion.
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.
NUP Page 2
MAY-26-2005 01:55
P.03
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No- TVDe Per Acre Utilized Annlication
4158
11
AuB
Wheat
88
3.7
327.36
Sep -Mar
4158
11
AuB
Soybeans
120
446.40
Apr -Sep
4158
12
AuB
Wheat
88
3.7
325,60
Sep -Mar
4158
12
AuS
Soybeans
120
"
444.00
Apr -Sep
415$
13
AuB
Wheat
88
3.7
325.60
SeLMar
4158
13
AuB
Soybeans
120
444.00
Apr -Sep
4158
14
AuB
Wheat
88
5.1
448.80
Sep -Mar
4158
14
AuS
Soybeans
120
612.00
Apr -Sep
4158
15
AuB
Wheat
88
6.3
554.40
Sep -Aar
4158
15
AuB
Soybeans
120
756.00
A r-Se
4168
16
Wo
Wheat
100
3.4
340.00
Sep -Mar
4158
16
Wo
Soybeans
140
476.00
Apr -Sep
4158
17
Wo
Wheat
100
5.2
520.00
Sep -Mar
4158
17
Wo
Soybeans
140
728.00
Apr -Sep
4158
18
Wo
Wheat
100
5.6
560.00
Se ar
4158
18
Wo
Soybeans
140
784.00
Apr -Sep
4158
19
AuB
Bermuda
275
4.1
1127.50
Mar -Sep
4158
19
AuB
Small Grain
50
205.00
Sep -Mar
4158
20
AuB.
Bermuda
275
3.0
827.75
Mar-Sep-
4158:
20
AuB
Small Grain
50
"
150.50
Se Mar
4158
21
AuB
Bermuda
275
2.1
577.50
Mar -Sep
4158
21
AuS
Small Grain
50
105.00
Sep -Mar
TOTAL 45.9 11,085
NUP Page 2a Wheat Beans BH SG
MAY--26-2005 01:55
P.04
Table t: ACRES OWNED BY PRODUCER
Tract Field Soil Crop _ Lbs. N Acres Lbs. N Month of
# No. Twe Per Acre Utilized Application
4158
11
AuB
Wheat
108
3.7
401.76
Sep -Mar
4158
11
AuB
Com
106
394.32
Feb -Jun
4158
12
AuB
Wheat
108
3.7
399.60
Sep -Mar
4158
12
AuB
Com
106
392.20
Feb -Jun
4158
13
AuB
Wheat
108
3.7
399.60
Sep -Mar
4158
13
AuB
Com
106
a392.20
Feb -Jun
4158
14
AUB
Wheat
108
&1
550.80
Se Mar
4158
14
AUB
Com
106
b540.60
FeWun
4158
15
AuB
Wheat
108
6.3
680.40
Se Mar
4158
15
AuB
Com
106
667.80
Feb -Jun
4158
16
Wo
Wheat
120
3.4
408.00
Se Mar
4158
16
Wo
Com
137
465.80
Feb -Jun
4158
17
Wo
Wheat
120
5.2
624.00
Sep -mar
4158
17
Wo
Com
137
0712.40
Feb -Jun
4158
18
Wo
Wheat
120
5.6
672.00
Sep -Mar
4158
1$
Wo
Com
137
767.20
Feb -Jun
4158
19
AuS
Bermuda
275
4.1
1127.60
Mar -Sep
4158
19
AuB
Small Grain
50
205.00
Sep --Mar
4158
20
AuB
Bermuda
275
3.0
827.75
Mar -Sep
4158
20
Aud
Small Grain
50
150.50
Sep -Mar
4158
21
AuB
Bermuda
275
2.1
577.50
Mar -Se
4158
21
AuB
Small Grain
50
105.00
Se Mar
TOTAL 45.9 11,462
NUP Page 2a Com Wheat BH SG
MAX-26-2005 01:55
P.05
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Acre Utilized
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 45.93 11,461.0
Table 2 58.95 12,615.30
Total 104.88 24,077.23
Amount of N Produced 13,019.40
Surplus or Deficit 11,057.83)
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 nutrient or other
elements.
NUP Page 3 Corn Wheat BH SG
MAX-26-2005 01:56
P.06
SEE PAGE 3A FOR ACRES UNDER LEASE
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
' See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
45.93
11,085.41
Table 2
58.95
12,261.60
Total
104.88
23,347.01
Amount of N Produced
13,019.40
Surplus or Deficit
10,327.61
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 nutrient or other
elements.
NUP Page 3 Wheat Beans BH SG
MAY-26-2005 01:56
P.07
Table 2. ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TvDe Per Acre Utilized Application
8478
1
AuB
Wheat
38
2.5
221.76
Sep -Mar
8478
1
AuB
So beans
120
302.40
Apr -Sep
8478
2
AuB
Wheat
88
5.0
443.52
Sep -Mar
8478
2
AuB
Soybeans
120
11604.80
Apr -Sep
8478
3
AuB
Wheat
88
5.6
493.68
SeeMa
8478
3
AuB
Soybeans
120
673.20
rSe
8478
4
AuB
Wheat
88
6.4
565.84
Se ar
8478
4
AuS
Soybeans
120
771.60
Apr -Sep
8478
5
AuB
Wheat
88
6.7
593.12
Sep -Mar
8478
5
AuB
Soybeans
120
808.80
Apr -Sep
8478
6
AuB
Wheat
88
67
593.12
Se Mar
8478
6
AuB
Soybeans
120
m808.80
Apr -Sep
8478
7
AuB
Wheat
88
6.7
693.12
Sep -Mar
8478
7
AuB
Soybeans
120
808.80Apr-Sep
8478
8
AuB
Wheat
88
6.7
593.12
Se ar
8478
8
AuB
Soybeans
120
808.80
Apr -Sep
8478
9
AuB
Wheat
88
6.4
564.96
SepNar
8478
9
AuB
Soybeans
120
"
770.40
Apr -Sep
8478
10a
AuB
Wheat
88
3.8
330.00
Sep -Mar
8478
10a
AuB
Soybeans
120
450.00
Apr -Sep
8478
10b
Au8
Wheat
88
2.2
195.36
Se Mar
8478
10b
AuB
Soybeans
120
266.40
Se
TOTAL 59.0 12,262
NUP Page 3a Wheat Soybeans
MAY-26-2005 01:56
P . 06
Table 2: ACRES LEASED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TV0e Per Acre Utilized ADDlication
8478
1
AUB
Wheat
108
2.5
272.16
Sep -Mar
8478
1
AUB
Com
106
267.12
Feb -Jun
8478
2
AuB
Wheat
108
5.0
544.32
Sep -Mar
8478
2
AuB
Cam
106
"
534.24
Feb -Jun
8478
3
AuB
Wheat
108
5.6
605.88
Se Mar
8478
3
AUB
Cam
106
10594.66
Feb -Jun
8478
4
AuB
Wheat
108
6.4
694.44
Sep -Mar
8478
4
AuB
Cam
106
681.58
Feb -Jun
8478
5
AuB
Wheat
108
6.7
727.92
Se Mar
8478
5
AuB
Cam
100.
714.44
Feb -Jun
8478
6
AuB
Wheat
108
6.7
727.92
Sep -Mar
8478
6
AuB
Cam
106
R
714.44
Feb -Jun
8478
7
AuB
Wheat
108
6.7
727.92
Se Mar
8478
7
Aug
cam
106
"
714.44
Feb -Jun
8478
8
AUB
Wheat
108
6.7
727.92
Sep -Mar
8478
8
AuB
cam
106
"
714.44
Feb -Jun
8478
9
AuB
Wheat
108
6.4
693.36
Sep -Mar
8478
9
AuB
Cam
1 106
e80.52
Feb -Jun
8478
10a
AuB
Wheat
108
3.8
405.00
Se Mar
8478
10a
AUB
Cam
106
"
397.50
Feb -Jun
8478
10b
Au
Wheat
108
2.2
239.76
Sep -Mar
8478
10b
AuB
Cam
106
235.32
Feb -Jun
TOTAL 59.0 12,615
NUP Page 3a Corn Wheat
MAY-26-2005 01:56
P.09
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop
No.
Application Application
Rate (IniHr) Amount (In.)
AuB
Com Wheat Soybeans
0.5
1
Wo
Corn Wheat Soybeans
0.4
1
19-21
AuS
Bermuda Small Grain
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION.
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 8 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation 'see design (per lagoon gauge 19")
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.
Narrative of operation:
This NUP reflects wettable acres and is writting by pulls.
This farm uses a ham hose traveller and dry hydrant system for irrigation_.
The method of nutrient removal is throunh row croninq and having.
Risers 10a and 10b can reached throuah the use of aluminum pipe.
NUP Page4
MAY-26-2006 01:56
P. 10
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoffs, drift, man made
conveyances, direct application, or dired discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of appllcation for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year_
Waste may be applied to land that is eroding at 5 or more tons, but less, than 10
tons per acre per year providing grassy filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See 'Weather and Climate in North
Carolina' for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur off site or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Pages
MAY,-26-2006 01:57
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1905 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those,
owned by the landowner_
14 Waste shall be applied in a manner not to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a 'technical specialist'. Animal waste shall not be applied on grassed waterways
that discharge directly Into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan' which will eliminate the
possibility of an illegal discharge, pollution and erosion.
NUP Page 0
MAY-26-2005 01:57
P.12
18 Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative orop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7
MAY.26-2005 01:57
P.13
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Triumph
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the 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 a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters 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.
Name of Facility Owner: Triumph Associates L.LC
(Please print)
`v {'� Date: 3A Y20 5-
Name of Manager (If d' erent from owner): Teay Tate
Date:
Name of Technical Specialist: (please print) : A.J. Linton
Affiliation: MuMhy Family Ventures LLC
Address (Agency): P.O. Box 1139
Wallace, NC 28466
/ r
Signature: Date: > _
NUP Page 8
ANIMAL_ WASTE UTILIZATION AGREEMENT
(Needed only if adddtionalland has to he leased, eta.)
I, Jrw3 K-""A'1 , hereby give 1 rZ1Aft%Pb.{ &S r'C'gVt ikc-
permission to apply animal waste from his Waste Utilization System on SM-" acres
of my land for the duration of time shown below_
i understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my (and or crops_ I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner. /J Date:
Waste Producer: Je4: Date:
Technical Representative: '� Date:
SWCD Representative: Date:
Term of Agreement: S' Yes , W O3 to , 2u OP
(Minimum of Ten Years on Cost Shared Items)
(See Required Specftation No. 2)
NVP Page 9
TOTAL P.14
o�oF wa
vG
O 'C
Triumph Associates, LLC
Triumph Farm
P.O. Box 1139
Wallacel, NC 28466
Dear Triumph Associates, LLC:
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 -
April 8, 2005
APR 1 1 Z05
Subject: Certificate of Coverage No. AWS310399
Triumph Farm
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
In accordance with your Request for a Change in Operation Type received on March 22, 2005, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Triumph Associates, LLC,
authorizing the operation of the subject animal waste collection, treatment, storage and land application
system in accordance with General Permit AWG100000.-
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from Triumph Farm, located in Duplin County, with an animal capacity of no greater
than an annual average of 2411 Farrow to Wean swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every3 sows_ .__.
The COC shall be effective from the date of issuance until September 30, 2009 and shall hereby void
Certificate of Coverage Number AWS310399 dated October 1, 2004, and shall be subject to the
conditions and limitations as specified therein. 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. An adequate system for collecting and maintaining the required
monitoring data and operational information must be established for this facility. Any increase in waste
production greater than the certified design capacity or increase in number of animals authorized by this
COC (as provided above) will require a modification to the CAWMP and this COC and must be
completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
1` Carolina
filiQ�rlf
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone (919) 733-3221 Customer Service
Internet: http://h2o,enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax (919) 715-0588 1-877.623.6748
Fax (919) 715-6048
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWNT 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.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division 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 permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at (910) 395-3900. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at (919) 715-6698.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files (Permit No. AWS310399)
AFO files
\Ca6�
Cn ja y
—+
Triumph Associates; LLC
Triumph Farm
PO Box 1087
Rose Hill NC 28458
Attn: David Hulbert
Dear Mr. Hulbert:
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
October 4, 2002
Subject: Certificate of Coverage No. AWS310399
Triumph Farm
Seine Waste Collection, Treatment,
Storage and Application System
Duplin County
1n accordance with your Notification of Change of Ownership request received on September 20, 2002,
we are forwarding this Certificate of Coverage (COC) issued to Triumph Associates, LLC, authorizing
the operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit AWG100000. This approval shall consist of the operation of this
system including, but not limited to. the management of animal waste from the Triumph Farm, located
in Duplin County, with an animal capacity of no greater than 2000 Farrow to Feeder and the application
to land as specified in the Certified Animal Waste Management Plan (CAW1,1°).
The COC shall be effective from the date of issuance until April 30, 2003 and shall hereby void COC
Number AWS310399 dated June 26, 1998. 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 CA' 'VMP, 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 CAVE NIP and this COC and shall be completed prior to actual increase in either
wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CA-\NrMP 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.
AXwA
Non -Discharge Permitting Unit Internet http:lIr2o.enr.nc.state.uslndpu NCDENR
1617 Mail Service center, Raleigh, NC 27699-1617 Telephone (919)733-5083 Fax (919)715-6048
DENR Customer Service Center Telephone 1 800 623-7748
An Equal Opportunity Action Employer 500i't recycled110% post -consumer paper
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 Iimitations contained in this COC are unacceptable, you have the right to
- If
apply for an individual+ non -discharge permit by contacting the engineer listed below for information on r
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 (910) 395-3900. If you need additional information concerning this COC or the
General Permit, please contact Michelle Barnett (919) 733-5083 ext. '544.
Sincerely,
_f ;, ' Alan W. Klimek, P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
CWilrrungton Regional -Office; Water -Quality -Section
Duplin County Soil and Water Conservation District
Water Quality Central Files
NDPU Files
Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
L
accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)()ii) this form is official notification to the Division of
Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DEM no later than 60 clays following the transfer of ownership.
General Information:
Name of Farm: Triumph Farm Facility No: 31-399
Previous Owner(s) Name John Moore/Roy Heath (H & M Farms) _ Phone No: (919) 65a 8946
New Owner(s) Name: Triumph Associates, LLC Phone No: (910) 289 211 t
Mailing Address: PO Box 1087. Rose Hill, NC 28458 X4490
Farm Location: Fourteen Digit Hydroligic Unit
Latitude and Longitude: County: Du IIP .n
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): The physical address of the farm is 443 Dili Sanderson Lane. This road is
highlighted on the attached map. The farm is located at the end of the dirt road (approximately 1 mile)._ _
Operation Description:
Type of Swine No_ of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 layer Q Dairy
0 Feeder to Finish Puilets Beef
0 Farrow to Wean
Farrow to Feeder 2000
0 Farrow to Finish
0 Gilts
Boars
Acreage Available for Application: 150 Required Acreage: 104.6
Number of Lagoons 1 Storage Ponds: 1 Total Capacity: Cubic Feet (ft3)
Owner 1 Manager Agreement
(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 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 run-off of pollutants from lounging 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 New Lagd Qw er:
Signature:
Name of Manager 'f dif re
Signature:
Triumph Associates, LLC
m owner):
Date:
Date
Please sign and return this form to: N.C. Division of Water Quality
Water Quality Section, Compliance Group
Raleigh, NC 27626-0535
NCO — May 3, 1996
J$ l I 01\ `%
oZ
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
Roy Heath
H&M Farms
443 Dill Sanderson Ln
Mt. Olive NC 28365
Dear Roy Heath:
4 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-399
Duplin 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 sludgestresiduals, 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. 1RRI,1RR2, DRY1, DRY2, DRY3, SLUR), 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 (919) 733-5083 ext. 571.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper
Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 2F - 3q7 Operation is flagged for a wettable
Farm Name: A-ViA acre determination due to failure of
On -Site Representative:sg)�h!►.i Moab Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name: Jnt
Date of site visit:
Date of most recent WUP: -7z
Zoperation not required to secure WA
determination at ime based on
exemption E1 E2 3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Annual farm PAN deficit: , f 7 pounds
Irrigation System(s di a rd-hose traveler; 2. c)ter'ivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
Ell Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate and D21D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE. 4:go,,r.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part 111).
PART IL 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails -one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over.application of wastewater (PAN) on spray
field(s) according tofarm's last two years -of irrigation Tecords. .
F2 Unclear, illegible, or lack of info rmationlmap.
F3 Obvious field limitations (numerous ditches; failure to -deduct required
buffer/setback acreage; or25% of total acreage identified .in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres fortravelers-or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits feld(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.
Revised April 20, 1999
Facility -Number 31 -
Part Ill. Field by Field Determination of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'.2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
1
f
FIELD NUMBER'- hvdrant_ Dull- zone. or point numbers may be used in place of field numbers
denendino on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBERS - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & .1998) of irrigation records,cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be -accessible
by irrigation system.
Part IV. Pending WA Determinations
P1 Plan lacks following information:
P2 Plan revision may satisfy 75% rule based on adequate overall PAN deficit and by
adjusting all field acreage to below 75% use rate
P3 Other (ie/in process of installing new irrigation system):
State of North Carolina I RECE;IVED
Department of Environment JUG Q 2 1998
and Natural Resources f
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Roy Heath
H&M Farms
443 Dill Sanderson Ln
Mt. Olive NC 28365
I fflk9m�AA
NCDENR
NORTH CAROuNA DEPARTMENT OF
ENVIRONMENT AND NA;ruRAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310399
H&M Farms
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Roy Heath:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on November 17, 1997. In accordance with the issuance of the revised General Permit, we
are forwarding this Certificate of Coverage (COC) to Roy Heath, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the H&M Farms, located in Duplin County, with an
animal capacity of no greater than 2000 Farrow 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, and shall hereby void
COC No AWS310399 dated November 17, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 1II.6
regarding notification requirements for system failures, spills and emergencies. 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.
Please 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-0719
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
Certificate -of -Coverage -AWS31.03.99. _
H&M Farms
Page 2
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.
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 (910) 395-3900. If you need additional information concerning this
COC or the General Permit, please contact Mike Lewandowski at (919) 733-5083 ext. 362.
for
Sincerely,
A. ston Howard, Jr
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File
P.E.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
RECEIVED
DEC 0 1 1997
BY. -
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Roy Heath
H&M Farms
443 Dill Sanderson Ln
Mt. Olive NC 28365
Dear Roy Heath:
November 17, 1997
17 1.9
C) FE F =1
RECF)VED
m P.13ep.. Of EHNR
NOV 211997
inSf��-��1er�
1gnat Q, t` ,,QQ
Subject: Certificate of Coverage No. AWS310399
H&M Farms
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
In accordance with your application received on September 18, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 31-399, authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with the State's General Permit
(attached). This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from the H&M Farms, located in Duplin County, with an animal capacity of
no greater than 2000 Farrow to Feeder and the application to a minimum of 101.2 acres of land as
specified in the Certified Animal Waste Management Plan (CAAW).
The COC shall be effective from the date of issuance until December 31, 2001. 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.
Please 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.
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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
If any parts, requirements, or limiiations,cbntained 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 niade 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 (910) 395-3900. If you need additional information concerning this COC or the
General Permit, please contact J R Joshi at (919) 733-5083 ext. 363.
Sincerely,
-/A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File
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vD ■complete items 3.4a, and 4b. following services (for an
■ Pdrrt your name and address an the reverse of this form so that we can return this I extra feBy
card to you. S
■Attu thin form to the irorq of the mallpiece, or on the back if space does not 1. ❑ Addressee's Address
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x m PS Form er 1994 1025%,97-&0179 Domestic Rettlm Receipt
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor
October 3, 1997
Roy Heath
H&M Farm
443 Dill Sanderson Lane
Mt. Olive, North Carolina 28365
Dear Mr. Heath:
Secretary
Subject: NOTICE OF DEFICIENCY
H&M Farm
Facility Number: 31-399
Duplin County
On September 30, 1997, staff from the Wilmington Regional Office of the Division of Water Quality
inspected your animal operation and the lagoon serving this operation. During the. inspection, it was
observed that erosion on the wall of your lagoon could eventually tlueaten the integrity of the structure. This
erosion should be corrected, and all bare areas on the lagoon wall should be revegetated. We suggest that
you contact your service company, local NRCS office, or Soil and Water District office for any assistance
they may be able to provide to correct this situation.
You must notify this office in writing within fourteen (14) days of the receipt of this notice, what actions
are being taken to correct this deficiency. Failure to do so may result in the facility being required to obtain
an individual non discharge permit.
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the
surface waters of the State without a permit. The Division of Water Quality has the authority to levy a civil
penalty of not more than $10,000 per day per violation.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 • Fax 910-350-2004
An Equal Opportunity Affirmative Action Employer
. rir
Roy Heath
October 3, 1997
Page 2
If you have any questions concerning this matter, please call Andy Hebninger, David Holsinger, or
Brian Wrenn at 910-395-3900.
Sincerely,
Andrew G. Helminger
Environmental Specialist
cc: Harold Jones, Duplin County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Jimmy Vinson, Brown's of Carolina, Inc..
Operations Branch
Wilmington Files
S. l WQ,S l AND YA 131-399. DEF
State of North Carolina
Department of Environment,
Health and Natural ResourceLSEP
r--���
Division of Water Quality 1 5 1997James B. Hunt, Jr., Governor Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 11, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Roy Heath
H&M Farms
443 Dill Sanderson Ln
Mt. Olive NC 28365
Farm Number: 31-399
Dear Roy Heath:
T I"
EDEHNR
You are hereby notified that H&M Farms, 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
thirty 30 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 thirty (30) 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
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call J R Joshi at (919) 733-5083 extension
363 or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900.
Sincerely,
i°. A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.)_., Director
April 3, 1997
Roy Heath
H & M Farms
443 Dill Sanderson Ln
Mt. Olive NC 28365
TWA
E)F.:=HNFZ
SUBJECT: Notice of Violation
Designation of Operator in Charge
H & M Farms
Facility Number 31--399
Duplin County
Dear Mr. Heath:
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our, records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future -violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at (919)733-0026.
Sincerely,
)(1*1
cerely,
7).
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535, ��y� FAX 919-733-249fi
Raleigh, North Carolina 2762fi 0535 � f An Equal FAX
Action Employer
Telephone 919-733-7015 50% recycles/ 10% post -consumer paper
`o 3 (- 3dl
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been' completed .by the Division, please
complete as best as possible. Do not 1i my estion unanswered.
WAFER QUA:..r�� T 1E D DEC
Application Date: �� 9'7 SEP I iy91 5 ���
I. REQUIRED ITEMS CHECKLIST Non-Discharga'rriWiftin4
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
Feld locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: H&M F=s
2. Print Land Owner's name: Roy Heath
3. Land Owners Mailing address: 443 Dili Sanderson Ln
City: Mt. Olive NC Zip:.28365
Telephone Number: 296-0893
4. County where farm is located: Duplin _
5. Farm 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): SR • 1511 near Summerlins,Crossroads
6. Print Farm Manager's name (if different from Land Owner): John Moore
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): Brown's of Carolina. Inc.
31 - 399
FORM: AWO-G-E 2/26/97 Page I of 3
III. OPERATION INFORMATION:
1. Farm No.: 31-399
2. Operation Description: Swine operation
Farrow to Feeder
2000 - Certified Design Capacity
Is the above information correct? dyes; Elno. If no, correct below using the design capacity of the facility
lyre of Swine No. of Animals woe of PoultrX 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:
luI, a-
3. Acreage cleared and available for application: _; Required Acreage (as listed in the CAWMP): ' 4&. / G
4. Number of Lagoons: 1 ; Total Capacity: 1517472 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity:
5. Is animal waste being applied on any field which has subsurface drains?
6. Are subsurface drains present in the vicinity of or under the lagoon?
IV. APPLICANT'S CERTIFICATION:
Cubic Feet (ft3)
YES or� (please circle one)
YES otsplease circle one)
I, 4�oi H e-oh (Land Owner's name listed in question II.2), attest that
this application for H S AA Parms _ (Farm name listed in question II.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 tq me as incomplete.
Signature
Date �T�S�97
V . MANArER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question II.6), attest that this
application for (Farm name Iisted in question II. I)
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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: AWO-G-E 2/26/97 Page 2 of 3
Gi U
I )6
G._slteh
11307
BROWNgS
---�•-.�,OF CARQLINA
H & M FARMS - ROY HEATH 2O00 SOW FARM
STATE ROAD #1511 - DUPLTN COUNTY
Rooty
Branch
,-•
"ASummerlins .
a
Crossroads
130
1359
71
1004
w
' 1306
1502
.4 •.
zry 1511 Re Hill
k
Westbrook
Smith.;, Crossroad
Chapel,. ; .! ►s
$ .6, 1300
o�
1382.
t" * NA
F NR 11S
DIRECTIONS: FROM KENANSVILLE TAKE HIGHWAY # 11 NORTH
APPROX: 3 MILES, TURN LEFT ONTO ' SR # 1004 TOWARDS MT. OLIVE, GO
APPRX: 5 MILES, TURN RIGHT ON TO SR# 1511 (KELLY � R0140) . FARM
ENTRANCE WILL BE APPROX: 2.5 ON THE RIGHT, LOOK FOR SIGN.
MAILING ADDRESS:
H & M FARMS
ROY HEATH
RT. 1 BOX 136 B
MAGNOLIA, NC 28453
TELE: (919) 296-0893
SHIPPING ADDRESS:
H & M FARMS
SR ,# 1511 (KELLY RD)
MT. OLIVE, NC 28365
303 EAST COLLEGE STREET • P.O. 13OX 497 • WARSAW, N.C. 28398-0497 • OFFICE: (919) 293-2181 • FAX: (919) 293-4726
-+r_ _ r..... .______—..—.. ..,... ... .... ..........iuu......'Si[alulZj
a) or New or Expanded (Please cixcIe one)
General Information:
Name of Farm: , * Facility No:--
Owner(s) Name:-
Mailing Address:
C n v,cLp-&— S
C
Phone NO: i(t-CP9 3
r �
Farm Location: Fourteen Digit Hydrologic Unit:
Latitude and Longitude: 3!� ` C 3 O5 l75_,S�r f a,�7 " County: _--j-) t,� 11 k-N
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): S-e-e- cr!4� _P 151 k 1�12ac~
i.,t. V-n i i n 5 L r- 0 a S t- o C'A 5.
Overation Descriotion:
Type of Swine No of Animals
Q Wean to Feeder
() Feeder to Finish
p Farrow to Wean
(grow to Feeder OCG
() Far -.ow to Finish
Type of PouLry No of Animals Type of Catrle
()Layer ()Dairy
ppuuets pSeef
Other Type of Livestock: Number of Animals:
Expanding Operation., Only
Previous. :Design Capacity Additional Design -Capacity:
Total Design: Capacity
No of Animals
Acreage Available for Application: >- t`n- 0 Required Acreage:
Number o o torage Ponds: Total Cap aci J 7 a Cubic Feet (fts)
Are subsurface drains present on the farm: YES or 0 (please circle one)
If YES: are subsurface drains present in the area of the GOON or SPRAY FIELD (please circle one)
icxx�kxxiexxx�e sxxaexx �xse sc aex�!c,!e if Yr �k sc ac yc yc �c hexc yc is xrxx3e �e xe a+,ex �je ie ae hie i.,tM�sr sexxy[Xe ae �je �!e hie�a;e icxie Ht �e ie ac?c yc sc yc ae*ie �Ic ye se as is icxxxhc*:
Owner/iManacrer Agreement
I(we) verify that all :he above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste mana;gc-nent plan for the farm named above and will implement these proccdures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will ~-uirz a
new certification to be submitted to the Division of Environmental Ntanagcment before the new animals are stocked. I (we) understand that thc:t
must be no discharge of animal 'waste from the storage or application sysiem to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-yeas. 24-hour storm and there must not be run-off from the application of aMMIal
waste. I (eve) understand that ;.rr.-off of pollutants from lounging and heavy use areas must be minimized using technical standards dcloped b;
the Natural Resources Conscrr:a6on 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 modification must be approved by a technical specialist and submitted to the Soil and water Conservaticr
Distract prior to implementation. A change in land ownership requires written notification to DE:M or a -new certification (if the approved plat is
ehanoed) within 60 days of a title transfer.
Name of Land Ocyner:' -v--, c vi - H �c,+I
Signature:
Name of 'Ian
Signature:
(i different from owner):
ArvC -- fanurary 1. 1997
Date: t1/- UV l
Date:
I. As a technical specialist ignated by the North Carolina Soil and W Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify tho, the animal waste management system for we farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 214.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .000l-.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, W(..?, RC,I) the techtucaI specialist should only certify parts for which they are technically competent.
Certification of Design
A) Collection. Storage, Treatment System
Check the appropriare box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
() New. exaanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not 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)
Affiliation I Caro
Address (Agency)-, - ii , j Phone No: 9l 4 _ -�g �c -/ D
Signature: Date,
B) Land ?.gDli on Site
The plan provides for minimum separation (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): �- �• _ _` /_ ,-, _ j
Affiliation:
Address Agenc Phone No:
Signature:
C) Runoff Cnntro s ftorn ExkdOrLots
ck the goproprn e box
Jr� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Date: 9 1 �-
O 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 MRCS.
Name of Technical Specialist (Please Print): J
J 2 1,n
Affiliation.
Address (Agencv)-�-, ; L4 f .A javSQ4 f ( Phone No.:
Signature: Date: �, .
AWC -- January t
1 97
Existing or expanding --,:ility with existing waste application a ui m,,,; (W -TP or I)
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 tnanagetueat
plan: (existing application equipment can cover the area required by the plan at rates not to exceed zither the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffer.
can be maintained and calibration and adjustment guidance are contained as part of the plan).
O New. expanded. or existine facility without existing waste application equipment for spray irrigation (n
Animal waste application e-quipmenr 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 specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
() New.exaanded.or existing facility without existing waste application eaui mint for lands reading not using sprav
irrigation. (WVP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication 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 appiicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
[an).
Name of Technical Specialist (Please Print): J j
Affiliation: n 7
�l�C; l_t�r1 � E✓' ter' � ' l Ir (!/? Ci.�
Address(Age cv�� • ;� j� ! _ Phone No: L _ L�
Si?namra:
Date:
E) Odor Control. thsekt Con Nlnrtality Management and Emergency Action Plan (SD S1.W UP.RC.nr 1)
Tne waste na, ment plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a titormility Management Checklist and an Emergency Action Plan. Sources of both odors and insects baw
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Controi Insects have been selected and included in the waste management plan. Both the Morality
Martang_ment Plan and the Emergency Action Plan are complete and can be implemented by this facility.
I Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency):
Phone No.:
Date:
F) Written Not ice tf re%v or x' anding Swine Farm
The: fo tn_ siLma re block is only to be used for new or expanding swine farms that begin construction after rune
21. 1996. If the facility was built before June? 1, 1996, when was it constructed or last expanded •
certify that €(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
I Name of Manager (if different from owner):
Si.14
gnature: � Date:
AWC -- 1ar:uary 1, 19971 3
ew, ex ended gr retm—ced facility (5I)
Animal waste storage and treatment structures such as but riot limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): �~
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (WU'P)
Check the appropriate box
(� The cropping system is in 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 established 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 creek this box if appttipriate
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):
Affiliation:
Address (Agency)�: Phone No.:
Signature: Date:
This following si� re blockUnly to be used when the box for conditional approval in IMB above has been checked.
I (we) certify that I (we) have committed to establish 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 specifed in the conditional certification. 1 (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 DES[.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
SigI I - Date:
AWC -- January 1, 1997
Methods to minimize 0 -un off of pollutants from lounging and heav' *se areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Aliplication and Handling E ui ment Installation (Wi.'P or I)
(C'heck the appropriare block
Q� 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 hav,
been provided to the owners and are contained as part of the plan.
() Conditional approval. Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by' (month/dav/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 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.
[N:am::eof Technical Specialist (Please Print):
',j V I n V O)A—
Affiliation:
Address (Agency):
Phone No.:
Signature:K)rt.��
Date:
The following sin t re bloc only to be used when the box for conditional approval in III D above has been checked.
I (we) certify that e) have cCKunitted 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
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 i Manager(if different from owner):
Signature: Date:
E) Odor Control. insect Con—ErOl and Mortality Management 15D.5l.WUP,RC orll
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational. �1
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency) Phone No.:
Si -nature: Date:
AWC -- Janurary 1, 1997
Please return the co—pleted form to the Division t,. Environmental Managerden
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.
0
AWC — January E. 1997
N
NUTRIENT MANAGEMENT PLAN
Grower(s):
Roy Heath & John Moore
Farm Name:
H & M Farms
County:
Duplin
Farm Type:
Far -Feed
Farm Capacity:
2000
Storage Structure:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
2000 animals X 4,015 gal/animal/year =
8,030,000 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
2000 animals X 6.50 lbs/animal/year =
13,000.00 lbs
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.
Page: 2
The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
First Year of Two Year Rotation
Tract
Field
Soil
T e
Crop
Code
Yield
/Ac
lbs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
/Ac
lbs N
Required
Time to
Apply
4158
2
AuB
O
18.0
4.00
3.5
72.0
i
i 252.00
Jun-S
4158
3
AuB
O
18.0
4.00
3.0
72.0
216.00
Jun-S
4158
4
AuB
O
18.0
4.00
4.7
72.0
! 338.40
Jun-S
4158
5
Wo
O
28.0
4.00
25.0
112.0
2800.00
Jun-S
4158
6
AuB
O
18.0
4.00
15.0
72.0
1080.00
Jun-S
4158
-2
AuB
N
45.0
2.40
3.5
108.0
378.00
S-April
4158
--3
AuB
N
45.0
2.40
3.0
108.0
324.00
S-April
4158
--4
AuB
N
45.0
2.40
4.7
108.0
507.60
S-April
4158
--5
Wo
N
50.0
2.40
25.0
120.0
3000.00
S-April
4158
-6
AuB
N
45.0
2.40
15.0
E
108.0
i 1620.00
S-April
8478
2
AuB
D
75.0
1.25
50.0 i 20.0
E
I
I
% 73.8
' 3687.50
Mar -July
Total 101.2 14203.50
Available N 13000.00
*Difference-1203.50
Second Year of Two Year Rotation
Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
lbs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N lbs N
/Ac Required
Time to
Apply
4158
2
AuB
D
75.0
1.25
3.5 20.0
73.8 i 258.13
Mar -July
4158
3
AuB
D
75.0
1.25
3.0 20.0
73.8 221.25
Mar -July
4158
4
AuB
D
75.0
1.25
4.7 20.0
73.8 346.63
Mar -July
4158
5
Wo
D
100.0
1.25
25.0 20.0
105.0 I2625.00
Mar -July
4158
6
AuB
D
75.0
1.25
15.0 20.0
73.8 1106.25
Mar -July
8478
2
AuB
O
18.0
4.00
50.0
72.0 j 3600.00
Jun-S
8478
--2
AuB
N
45.0
2.40
50.0
E
108.0 ! 5400.00
"
S-April
Total 101.2 13557.25
Available N 13000.00
*Difference-557.25
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
Page: 3
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require fanners in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code
Croy
Lbs N utilized I unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue- Hay
50 lbs N / ton
Page: 4
l
Oats
1.3 Ibs N I bushel
J
Rye
2.4 Ibs N 1 bushel
K
Small Grain - Grazed
100 Ibs N / acre
L
Small Grain - Hay
133 lbs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N 1 bushel
0
Soybean
4.0 Ibs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1 pounds of plant available nitrogen per animal per year in the
in sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 10000.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 33.33 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 80.00 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF -WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
Page: 5
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate
inlhr
Application Amount
" inches
4158
2
AuB
DNO
0.60
i
j 1.00
4158
3
AuB
DNO
0.60
j 1.00
4158
4
AuB
DNO
0.60
j 1.00
4158
5
Wo
DNO
0.40
0.75
4158
6
AuB
DNO
0.60
1.00
8478
2
AuB
DNO
0.60
1.00
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Cali your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Crop rotation will begin in fall of 1997.
Page: 6
NUTRIENT MAN. 3EWENT PLAN CERTIFICA'.. ON
Name of Farm:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
joL, c-- F /.y 2mz:
Please Print
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
,(99 0) 293-2984
Date
Page: 1
EXHIBIT B
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I, G hereby give Q,,, �Ae r, T pennission to apply waste from his
Waste Utilization System o acres of my land for the duration of the time shown below. The field(s) on
which waste can be applied 19s wa on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements, and when properly
applied should not learn: my land or crops. I also understand that the use of animal manure will reduce my need for
commercial ferdlizjtr.
Landowner:
Term of Agreement : e ci rs
(Minim= "fed Yan en C =Stww lte=)
Date: L { �15
to a n o'l -
SCE
- Lr".�. Notary
Waste Utilization - Third Party Receiver Agreement
l
hereby agree to apply waste generated by !'�/�r� �;�,�r ; in a manner
that meets the Waste Utilization Standard (633), or use an alternative waste utilization system that has been
accepted in writing by the Division of Environmental Management.
Third Party Receiver. Y Date:
Term of Agreement: l V 2c«=s 1 Jto
t�, n n
C,vfinimum Ten Years on Cost -Shared Items)
Notary
NRCS, NC
jUN-E, 1996
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NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, maninade conveyances, direct application, or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
probib ited.
2. 'There must be documentation in the design folder that the producer either owiis or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton, increase in the
number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yield; may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to Iand that
is eroding at more than 5 tons but less than I0 tons per acres per year providiin_z grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after %vaste applictitit in. Waste should not be applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. (See "Wlieather and Climate in North Carolina" for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltratiov rate such that runoff does not occure off -site
or to surface waters and in a method which does not cause drift from the sits: dluring application_ No ponding should
occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall evciit�4, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a matuier that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage tram :uiiinal waste shoUldl also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soil, with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a liiiniinum and a suitable winter cover crop
planted to take up released nutrients. Waste shall not be applied nitire than 30t days prior to planting of a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the bellowing: The outer perimeter of
the land area onto which waste is applied from a lagoon that is a coniponet Ofa swine farm shall be at least 50 feet
from any residential property boundary and from any perennial streani or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced for wvaters that are not perennial provided
adequate vegetative filter strips are present (Ste Standardl 393 - Filter limps).
MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells,
13. Animal waste shall not be applied closer than 200 feet of dwellings other than these owned by landowner.
14. Waste shall be applied in a manner not to reach other propery and public right-of-ways. -
l S. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets. sinks, etc., shall not he discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures shOUld he inspected regularly for evidence of erosion,
Ieakage, or discharge.
18. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge, poihthou and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should he kept tin site.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consntnptit,n it should only he applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible Permanenet markers shall be installed to mark the top and bottom elevations of the temporary storage
(purnping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between
the markers. A marker will be required to mark the maximum storage wohmic for waste storage ponds.
22. SoiI tests shall be made every year, and a liquid waste analysis shall be taken wwitltin 60 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a mariner that meets NC rcgufations.
1•iat•�;t�ily n•I:tn;t��tncnll•I.clllocls
(clack which nic iliod(s) are beirl_- impIcntcnted)
�! Burial three fc-1.1 beneath tilt: surface of (lie around within 24 hours after
knowledge of talc death. "fire burial must be at ]cast 300 feet from fin}' f]owilto
stream or public body of water.
Vi Rendering at a rctederut., plant licensed urtdcc G.S. 106-163.7
❑ Complete incincralion
Cl In the case of dead poultry only, placing in a disposal fait of a size aud.design
approved by tlic Department of A;►.ricttlturc;
Any Inctliod which in (lie professional opinion of [lie State Velerinarian would
make possible the salvaoc of part of a dead animal's value ►+ hhout endana'cring►
humrtn or animal health. (Written approval of tItc Statc Veterinarian ntust be
attached)
hi ,ed Control Cheddist foie Animal 4peratiotis
:iuturc :nose - JIMI's lit CanU'+tl rusecls 5ih 'a+ccili� 1'r+iclEres
l.i+luEtl Sys[crtts
lln�h Ciullcrs Accutuulmtiult of suiitJs CJ flnslr syslepl is dcsigilud mull operatc+l
Stlfllciclllly to relilove +1CClrllllllm ed solills fruul
gulicrs its cicslgrlud.
❑ I(rinove Willallig of acclialu{aled solids ill
__ __ _ _-_�tlisrlutrgu •
I,ul;+tans shut fits Crusled :;ulhls InLnmts, solliug trt+shis uncl pils tivttcru
pest hreedhi ; is ii1q)-trend [o mirliwlle lite
cruslirtl; of solids to it delttli of do more Ilnut G -
0 irlchus over Imarc Ilrul 30% nfsru'face.
�{:�ccs,irc Vcl;clalive l)ccuyittl; vct;�lttliatt j lvtnirllailt vcgclulivu conttul mlulil; 1101I S ul'
titu+cth jacoorls nlul olller itapomi lntews it) prevent
mCclnnulallun ol•ticcuyinl; vegetative planer
ttiuttl; watcr's ctige on iu+l+ountitncnl's peritttcicr.
ki
�wllie Farm Waste Mar�agelz�rllE Odor Col�(r•ol Cl1eciclisL
CuIlsc _ L- Ilhll's lu 111lnlutlxc l'}l[ur 5[Ic:ificclflc !'rltclirl
F�uu131��u1 Stviltc 1lluducliuu � tf� Vcf;cl,llivc urwuoded hnfl'crs; .
C1 Itecnllimentictl'llcsl 11111mccrllcul llracl iccS;
1/Good judelllclll alul coltunntl sense
Auiutul body solfaccs 0 Dilly nmlulrt:-covered urlim-lls LGl I)iy floor's
Flutlr sillfints 0 Wd numilre•t:uvcrell lltmrs �t :ihdlcd lluurs;
b/NVaterers lrlcatctl liver sluncd floors;
C1 Decriers III high call ursulid floors;
Cl Scralic manure buildup from floors;
Cf , Ululcrflonr mililatinti ror drying
hi"111111C Lllllecliull Mils
illinc,
Vn
FICIlllent monure removal by flush, flit rcchllrgc,
• I'alliitl ulicruilial decnlnllrlsiliall
orscrillir-,
0
Underfloor vclllilrlliull
VC1110,1111111 CSII�ItISt f i1115
• ulllillllt: gi1SCS;
f,I�1'llll
t1llllulGllilllee;
I)11SI
lla f iSllll'itall IIir1111rYCillClll
Intlutlr sill facus
1)usl
`f I
Woshdmvn hoween grmys urimim ls;
Cf
Full nllllitives; .
C1_
Yucilur covers;
0
Feed t1divel'y c1omislit}III ememlers Ill ruccler
covers
Flush flint,
Agillllinu nrrecycicll lat;ooil
Ci
Phish Inrlk covers;
14111111 whilt: luula lift: lillillf;
Cl
I'mund fill Mlles lu near hollnln itnaut.s tivi•il
In111-si lhnu vents
flush 1111cys
Agiloli(m dining wrlslt water
Cl
Underfloor flush %villr untledluur vt:alilnliml
ctlltYcyiltice
I'li ICLIN11 gC 1111411S
• Agll-alltln or1'ecycletl lagntlll
Cl
Extend iuchorge lilies 111 near holimn tll'Idis
litltlid whild 11ils lire f illilti;
1v1111 IIIIII-Si11111111 wills
Lill Slalitlm
Agilnihm dtllillg slimy Ink
rl
Sump Imik Lllvers
filling mill drawiluivn
0111 tltt drtiu culleclllnl • Agiloliiia during wustcwpter El Dow cuvt:rs
rlr jlitictlmr burro Conveyllucu .
Ahlf1{: - Havemligr i 1, 1996, Not) 3 I _ .� t.. ,. ,• l`•y
_-- __ a1d� �I����.�v4�Cim.w�YSWY�..LV. __•.•__••�.--..�+�e�.T CIf��.. �'J �s�nsm.�M.d'I�Y1�pl.l....R..Y�
Sulirrr Cullsc Jlfldl's to N11111uii'u. Cidol' .:ills Sllccllir. Prudices
End ufdrriupilics al ALilwimi dillinl; lvasletvaller CI INICIl l discharl;e point of pines till llCrllcal11
lacnnil rnnvcynuco Int;non liitnld level
1.11vun silt faces Volrilile Las cluissiurls; 'Cri Proper Inl;aon liquld cnpuchy;
■ Iliuluglcnl utixinL; P j omo lagoon s1a1111p procedures;
• Agltmltill 10 MIIIIIIilllll surface Ilrea-ln-voluule rnlio;
' � �f:1� Miuiuilltll ngilalfurl tvlicn.11nntping;
O Nlcchalllcal ncralluu; '
fl I'rnven b!nlnl;icnl nddillvcs
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A1�111[. • ;duveu111cr l 1, i'JJG, 1'ul;c 5
LAGOON MARRER
25YR/24HR. STORM
iAXIMUM LIC-11-1;L.-I LtAO-L
y
IINIMUM LEVEL
IERMANENT
EMERGENCY ACTION PLAN
PHONE N-UNMERS
DWQ S10-3SS-35o0
E1rfERGENCY MANT AGEIr1ENT SYSTEM 911
SWCD�r�a-�-SL-aI�/
N-RCS 9ro_�9b-ot�.l
= This plan will be implemented in the event that wastes from your operation are Ieaking,
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. is_.plan- hould_bgjo�jIl-an -accessible location for all ,cmployees at the
faci'lily. The following are some action items you should take.
I. 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—possiole solutions are:
a- Add soil to berm to increase elevation of darn.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon imn, ediately.
d. Call a pumping contractor.
e. M.,tie sure no surface water is entering Iagoon.
B. Runof frorn waste application field -actions include:
a. Lm-nediately 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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Lea.�ze from the waste pipes and sprinklers -action include:
a, Stop recycle purnp.
b. Stop irrigation pump.
c. CIose valves to eliminate fis ,her 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 no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidew?-U of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the.•extent of the spit and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill Ieave 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 we1Is in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a During normal business hours, call your DWQ (Division of Water Quality) regional office,
Phone `� '=- % �- 31cc . After hours, emergency number:'1/5-W- 3`rg/a . Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number z1 • 5/,-.2f11-3 , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5. Contact the con or of your choice to begin repair of problem to minimize off -site damage
&' O�4..-�t I i n
a. Contractors Name:
b, Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a Name: rrn U; n S r0", re-C, w
b. Phone: C1ta- 9I9D6 fro='S10-a`7o3
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.
s� '.i United States
# W � l Department of
Agricutture
soil
Conservation
Service
P. O. Box 277
Kenansville, NC 28349
Telephone 919-296-2121
WASTE A'IANAGEMENT FACILITY SITE EVALUATION
GENERAL INFOR1%1ATION
NAME
ll�,�
tnn+j ;11 11(��C .2-24j.I _
LOCATION D 1
13 F o-t'� We1+ rndk Goarnee4—
TELEPHONE_ %L -,Zg6- op-cf3 .._ SIZE OF OPERATION _,2000 rfow Fgrn�i Fte+ir
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2.0&CA- �Scaled�
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE O
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES - NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES ✓ NO
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES�7r- NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN- YES NO _l
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERA'IINE'IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT -- VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL LtiVESTIGATION -- VALID ONLY IF SOUL INVESTIGATION SIIEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
15 YES, IS CLAY AVAILABLE ONSITE?
IS.A CORE TRENCH REQUIRED?
YES ✓ NO
YES NO
J
-QUESTIONABLE
INTO -QUESTIONABLE
YES NO
SITE APPROVED YES NO _ CONDITIONAL ✓y
C.OIL�II:itiT; j}� ,,�o � ( �4fGiij �L.+ rc r• , .�c�r��•ed at
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUIUVEC'T TO CHANGE 1IASED ON CHANGES IN NATIONAL, STATE, OR LOCAL LT=.r: ISLATION.
i, GC��3N Aims' 'j;l'.7511 I=EI:T FROM RESIDENCE AT TIME OF DESIGN.
Tho ,d .eAbefrd+�,%-"'Vice
is en e;rn,:y o' the
DOpar•mi,,d of Acrk ;vtwrf, SIGN&TURE
�c;--ZMMAN'
A07
'st
/17
7'
-em
ZZ
IA
Fo
41
SUMMERLIN
ors
ZONE X
or
er
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ii ZONE X
ZONE A
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..........
......... .....
ZONE A11
tt
a
Operator:Roy Heath County: Duplin
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 08/31/93
1800.0 feet
0
sows
(farrow to finish)
x
1417
lbs.
- 0
lbs
2000
sows
(farrow to feeder)
x
522
lbs.
= 1044000
lbs
0
head
(finishing only)
x
135
lbs.
_ 0
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1044000 lbs-
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1044000 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 1044000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 750.0 feet ; Inside top width 220.0 feet
Top of dike at elevation 45.7 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 44.7 feet
Bottom of lagoon elevation 32.7 feet
Seasonal high water table elevation 41.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 744.0 214.0 12.00
AREA OF TOP
LENGTH * WIDTH =
744.0 214.0
AREA OF BOTTOM
LENGTH * WIDTH =
672.0 142.0
159216 (AREA OF TOP)
95424 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
708.0 178.0 504096 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
159216.0 504096.0 95424.0
DEPTH/ 6
2.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1517472 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
750.0 220.0 165000.0 square feet
Buildings (roof and lot water)
Length * Width
0.0 0.0 0.0 square feet
TOTAL DA 165000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1044000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 255571 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 = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount•
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 96250.0 cubic feet
5D. Volume of 25 year -- 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 103125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 255571 cubic feet
5B. 0 cubic _ feet
5C. 96250 cubic feet
5D. 103125 cubic feet
TOTAL 454946 cubic feet
Total required volume 1498946 cubic feet
Total design volume avail. 1517472 cubic feet
Min. req. treatment volume plus sludge accumulation 1044000 cubic fe
At elev. 41.5 feet ; Volume is 1037017 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1414347 cubic feet
At elev. 44.0 feet ; Volume is 1407425 cubic feet (start pumping)
Season high water table elevation 41.0 feet
1
7. DESIGNED BY: U 1"` APPROVED BY:
DATE: o f3 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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, and 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 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 pump -out of the lagoon when fluid level reaches eleva-
tion 44.0 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 41.5 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 351821 cubic feet or 2631623 gallons. As stated before, this
volume will vary considerably from year to year.
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.
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.
5. 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.
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.
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an inar'ease 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.
`Re; rinsed for Certification Training for Operations of Animal Waste Management Systems Manual
J
OPERATION & MALVTENAVCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such -as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make s€orage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a Iajoon involves the following:
Maintenance of a vegetative cover for the darn.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spravina, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to- enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embarkment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
A. erosion due to Iack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the Iagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design 'and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording yodr rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lasoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe'to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. ivlaintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
r
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
Manaaement:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irritating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon "
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam' or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing, sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, lone -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 darn 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.
H 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 Iagoon 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 Iona term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and Iagoon 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
foraaeland; dredge sludge from lagoon with draeline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the Iiner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and constriction. (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 allo;v�ed 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.
., !
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-301). The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet..
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 8.0 ACRES
USE THE SEED MIXTURE INDICATED:
480 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS_)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
( SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
240 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
8000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
16 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800 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.
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REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIO O�
Department of Environment, Health and Natural Res rest C lg-
Division of EnVironmental Management �� ..-,k
Water Quality Section
If the animal waste management system for your feedlot oper`'
designed to servo mbke than 'or equal to 100 head of cattle, 5
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liquid waste system, then this form must* be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in order to be
deemed permitted by DEM. Please print clearly,
Farm Name ?-)-rO,c.z%NS _zs
Mailing Address : Po - gcs1-
County:
IN
Phone No:
Owner (s) Name! _C4R6 L iNA zoC" -
Manager (s) Name: —�—
Lessee Name:
Farm Location (Be as specif-ic as possible: road names, direction,
milepost, etc.). 1�e11�-1oa /G
Latitude/Longitude if known:
Design capacity of animal Waste management system (Number and type
of confined animal (s)) : 4Do U= 5_Ens4b L J - 4 D
Average animal
raised) • BoD
)ula ion on the farm (Nu er and type of animal (s)
Year Production Began!122 ASCS Tract No.:��s
Type of Waste Management System Used: CnA-g-7 L- (-,f �
Acres Available for Land Application of Waste,�
Owner(s) Signature(
3 1 -399