HomeMy WebLinkAbout960063_Permit Renewal Application 2019_20190410State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0063 Certificate Of Coverage Number:
2. Facility Name: Grantham Farms 2
3. Landowner's Name (same as on the Waste Management Plan): Robert E Grantham
4. Landowner's Mailing Address: 859 Dobbersville Rd
City: Goldsboro State: NC
Telephone Number: 919-689-9587 Ext. E-mail:
5. Facility's Physical Address: 856 Dobbersville Rd
City: Goldsboro State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Maxwell Foods LLC
10. Operator Name (OIC): Robert E. Grantham Phone No.: 919-689-9587
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
2,880
AWS960063
Zip: 27530-1009
Zip: 27530
OIC #: 19225
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses- Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
ROY COOPER
C4vernor
MICHAEL S. REGAN
secrewry
LINDA CULPEPPER
Director
f / L
i*tL3RTH CAROLINA
Environmental Quality
February 27, 2019
Robert E Grantham
Grantham Farms 2
859 Dobbersville Rd
Goldsboro, NC 27530-1009
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 0 2 2019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Hdeq.ne.govlabout/diyisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9100
In order to assure your continued coverage under the State Non -Discharge General Permits you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Ex irine State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Mana ement Plan CAWMP with the
completed and sinned application form. A list of items included in the CAWMP can be found on a*e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
/VL_
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960063
Maxwell Foods LLC
North Cam na Depart men tof Envra^:manta Qua 1v I D vsoa..fWater Rfs..urD.-s
r 512 N. Sa Sbur,- St. 11S2Fs R@a Srrv-,s Center I Ra egh, North Caro r:s 27c5f,+-iEZS
u 14 707 XC
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
7/5/1990
V1,
' ^2. :.
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bN the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
[�(J Name: �+y--: , �� �r Title: nLo kA4-'(—
���Signature: , Date:
Name:
S ignature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9100
E-mail: 2019PermitRenewal@ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019
Nutrient Management Plan For Animal Waste Utilization
09-20-2012
This plan has been prepared for:
Grantham Farms II
Robert Grantham
859 Dobbersville Road
Goldsboro, NC 2 753 0
919-689-9587
Type of Plan:
This plan has been developed by:
Charlotte Jenkins
NRCS/Lifiayne SWCD
Wayne ('enter, Room 104
208 W. Chestnut Street APR 022019
Goldsboro, NC 27530-4708 ~ l
919-734-5281, Ext. 3
Developer Signature
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 on 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) O 2 — Z'
Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the t-S. Department of Agriculture -
Natural Resources Conservation Service or the standard of-pract
Conservation Commission. ces adopted by the Soil and Water
i
T
Plan Approved By:
Technical Specialist Signature � t
Date
868943
Database Version 3.1 Date Printed: 09-20-2012
Cover Page 1
Nutrients applied in accordance with this plan will be supplied from
source(s); the following
Commercial Fertilizer is not included in this plan.
S7
Broadcast
Incorporated
Injected
Irrigated
Year
Year
��
vine Feeder -Finish Lagoon Liquid waste gendrated 2,669,760 gals/year by a 2,880
!mal Swine Finishing Lagoon Liquid operation. This production facility has waste
rage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
6149
Max- Avail. Actual PAN
PAN (lbs) *
Applied (lbs)
6,684
49298
6,684
54274
10560
11630
6684
PAN Surplus/ Actual Volume
Deficit (lbs)
Applied (Gallons
-42,614
21,123,253
-47,590
23,307,547
Volume Surplus/
Deficit (Gallons)
-18,453,493
-20,637,787
APR 0 2 2019
-7
------------------------- - -----
Note: In source ID, s means standard source, i means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sour
868943 Datab source
ase Version 3.1 Date Printed: 09-20-2012 Source Page Page 1 of 1
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index fort each field is shown, where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index (LI)
Soil Series
226 3 HW 41.601 41.60 N/A lKenansvillp
226 1 4 HW 1 11.80 11.801 N/A
233 1 1 HW j 15.841 15.841 NIA
233 1 2 HW 1 7.36� 7.361 N/A
233 1 3 HW 1 3.121 3.121 N/A
234 2 HW 9.491 9.49' N/A
234 1 3 HW 1 25.161 25.161 N/A
234 4 HW 8.001 8.00' N/A
234 5 HW 1 28.701 28.701 N/A
234 1 6 HW 1 15.661 15.661 N/A
234 1 7 HW 1 9.73 9.73 N/A Goldsboro
868943 Database Version 3.1 Date Printed 9/20/2012
NOTE: Symbol * means user entered data.
Crop Sequence
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double
torn; Grain
Wheat, Grain
;oyWans, Manured, Double_
:om,� Grain
/heat Grain
Dybgans, Manured, Double t
om, Grain
'heat, Grain
Tbcwls, Manured, Double C
im,'Grain
head, Grain
ybebns, Manured, Double C
m, (-;rain
ieai, Grain
Double
Mra-n
rain
s, Manured, Double Cr,
Corn,ain
rain, Manured, Double Crolina.' Manured, Double Crop
Cam'
main
Wheat, Grain
Soylxans, Manured, Double Crop
Corn, drain
PCS Page Page 1 of
RYE
80 bu.
35 bu.
25 bu.
74 bu.
39 bu.
123
34 bu.
125 bu.
55 bu.
39 bu.
115 bu.
60 bu.
35 bu.
115 bu.
60 bu.
35 bu.
115 bu.
60 bu.
35 bu.
125 bu.
55 bu.
39 bu.
115 bu.
60 bu.
35 bu.
130 bu.
Planned Crops Summary
Total Useable
Leaching
Tract Field Acres Acres
Index (LI)
Soil Series
Crop Sequence
RYE
Mleat, Grain
65 bu.
234 8 HW 8.16 8.16
Soybeans, Manured, Double Crop
38 bu.
N/A Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
—+-39
55 bu.
234 9 HW 2.63 2.63
Soybeans, Manured, Double Crop
bu.
N/A Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
445A 1 HW 8.91
Soybeans, Manured, ouble Crop
D
35 bu.
5.04
N/A Norfolk
Small Grain Overseed
1.0 Tons
Corn_ Grain
*151 bu.
Wheat, Grain
*68 bu.
445A 1 P8 8.91
Soybeans, Manured, Double Crop
*54 bu.
3.87
N/A Norfolk
Small Grain Overseed
1,0 Tons
Corn,; Grain
*151 bu.
Wheat, Grain
*68 bu.
445A 2 HW 27.82 10.91
Soybeans, Manured, Double Crop
35 bu.
N/A Norfolk
Small Grain Overseed
1.0 Tons
COm, Grain
115 bu.
Wheat, Grain
*68 bu.
445A 2 Pl 27.82 4.25
Soybeans, Manured, Double Crop
*68 bu.
N/A Norfolk
Small Crain Overseed
1.0 Tons
Com, [;rain
*151 bu.
Wheat, (Grain
*68 bu.
445A 2 P2 27.82 3.06
Soybeans, Manured, Double Crop
*54 bu.
N/A Norfolk
Small [gain Overseed
1.0 Tons
Corn, Grain
*115 bu.
Wheat, Crain
*68 bu.
445A
Soybeans, Manured, Double Crop
2 P3 27.82 4.09 N/A
Norfolk
1
*54 bu.
Small Grain Overseed
1.0 Tons
Corn, Grain
*151 bu.
Whcat, Grain
445A
Soybean, Manured, Double Crop
*68 bu.
2 P4 27.82 2.28 N/A
Norfolk
*54 bu,
Small Grain Overseed
1.0 Tons
Corn, Grain
*151 bu.
Wheat, Grain
*68 bu.
868943 Database Version 3.1
Soybeans„Manured, Double Crop
*54 bu.
Date Printed 9/20/2012
NOTE: Symbol * means user entered data.
PCs Page Page 2 of
Planned Crops Summary
Total Useable
Leaching
Tract Field Acres Acres
Index (LI)
Soil Series
Crop Sequence
445A 2 p5 27.82 2.03
N/A Norfolk
RYE
Small Grain Overseed
'
1.0 Ton
Com, Grain
*151 bu
Wheat Grain
*68 bu,
445A 2 P6 27.82 2.04
Soybeans, Manured, Double Crop
*54 bu.
N/A Norfolk
Small Grain Overseed
1.0 Tons
Corn, Grain
*151 bu.
Wheat Grain
*68 bu.
445A 2 P7 27.82 2.22
Soybeans, Manured, Double Crop
*54 bu.
N/A Norfolk
Small Grain Overseed
1.0 Tons
Corn, Grain
*151 bu.
Wheat, Grain
*68 bu.
445A 3 & 4 HW 12.31 2.96
Soybeans, Manured, Double Crop
*54 bu.
N/A Norfolk
Corn; Grain
115 bu.
Wheat Grain
60 bu,
445A 3 & 4 P10 12.31 2.10
Soybeans, Manured, Double Crop
bu.
N/A Norfolk
i35
Com,i Grain
115 bu.
Wheat. Grain
60 bu.
445A 3 & 4 P9 12.31 3.03
N/A
Soybeans, Manured, Double Crop
35 bu.
Norfolk
Corn, Grain
115 bu.
Wheats Grain
60 bu.
445A 3&4A HW 12.31 4.22
Soybeds, Manured, Double Crop
35 bu.
N/A Norfolk
Small Grain Overseed
1.0 Tons
Corn, drain
115 bu.
Wheat'Grain
*68 bu.
445A 5 HW 2.18 2.18 N/A
Soybeans, Manured, Double Crop
54 bu.
Norfolk
Small Grain Overseed
1.0 TO --
Corn, Gain
115 bu.
Wheat, Qrain
*68 bu.
445A 6 HW 4.78 4.78 N/A
Soybeans, Manured, Double Crop
054 bu.
Norfolk
Small Grain Overseed
1.0 Tons
Corn, Grin
115 bu.
Wheat Grain
*68 bu.
445A 7 HW 3.69
Soybeans; Manurcd, Double Crop
*S4
3.69 N/A
Norfolk
Corn Grain
bu.
115 bu.
Wheat, Groin
60 bu.
868943 Database Version 3.1
Soybeans, Manured, Double Crop
Date Printed 9/20/2012
35 bu.
NOTE: Symbol * means user
entered data.
PCs Page Page 3 of
Planned Crops Summary
Total UseableFIndex
Tract Field Acres Acres )
Soil Series
9Um
020 1 HW 1.03 1.03 N/A INOrffill,
9250 1 1 HW 16.181 16.181 N/A
Crop Sequence
RYE
i, Grain
115 bu
at, Grain
60 bu,
leans, Manured, Double Crop
35 bu.
Gram
115 bu.
it, Grain
60 bu.
PLAN TOTALS: 504.73 267.21 ��rans, Manured, Double Crop 35 bu.
LI Potential Leaching
Low potential to contribute to soluble Technical Guidance
< 2 None
nutrient leaching below the root zone.
>= 2 & Moderate potential to contribute to soluble Nutrient Management (590) should be Planned.
<= 10 ,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).
868943 Database version 3.1 Date Printed 9/20/2012
NOTE: Symbol * means user entered data.
PCs Page Page 4 of 4
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 croplanu 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
Nitrogen Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res.
(lbs/A)
Manure I Liquid Solid
PA Manu-A Manure
NutrientA pplied Applied
pplied (acre) (acre)
(Ibs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Tract Field
Source
ID Soil series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
I
N
N
N
Applic.
Method
1
N
1000
gal/A
Tons
1000 gals
tons
226
226
226
226
233
L23
233
233
234
234
234
234
234
234
3 HW
3 HW
4 HW
4 HW
1 HW
1 HW
gIIW-S7
2 HW
3 HW
3 HW
4 HW
4 HW
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Kenansville
mansville
Wagram
Wagtam
Norfolk
Norfolk
rfnik
orfolk
ynchburg
ynchburg
orfolk
Norfolk
Norfolk
, orfolk
Norfolk
. 'orfolk
41.60
41.60
11.80
11.80
15.84
15.84
---7.36
7.36
312
3.12
9.49
9.49
25.16
25.16
8.00
8.00
41.60 Corn, Grain
41.60 Wheat, Grain
11.80 Corn, Grain
11.80 Wheat, Grain
15.84 Corn, Grain
15.84 Wheat, Grain
7.36 Corn, Grain
7.36 Wheat; Grain
312 CornGrain
3.12 Wheat, Grain
9.49 Corn, Grain
9.49 Wheat, Grain
25.16 Corn, Grain
25.16 Wheat, Grain
8.00 Corn, Grain
8.00 Wheat, Grain
80 bu.
35 bu.
74 bu.
39 bu.
113 bu.
59 bu.
113 bu.
59 bu.
125 bu.
55 bu.
115 bu.
60 bu.
115 bu.
60 bu.
115 bu.
60 bu.
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9l1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
98
81
90
90
129
123
129
123
135
106
131
125
131
125
131
125
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*20
0
*20
0
0
0
*20
0
*20
0
*20
0
20
0
*20
0
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
78
41
70
45
129
62
109
62
115
53
111
63 1 j
111
63
111
63
33.87
17.58
30.39
19.54
56.01
26.70
47.33
26.70
49.93
23.01
48.19
27.14
48.19
27.14
48.19
27.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1,408.81
731.50
358.63
230.55
887.18
422.96
348.31
196.53
155.78
71.80
457.36
257.52
1,212.55
682.74
385.55
217.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
868943
Database Version 3.1
Date Printed: 9/20/2012
WUT Page Page 1 of
9
Waste Utiliz( Table
1
Tract
Field
Source
m Soil Series
Total
Acres
Use.
Acres
234
5 :HW
S7
Lynchburg
28.70
28.70 Com, Grain
234
5
ST
Lynchburg
28.70
28.70 Wheat, Grain
234
6 HW
S7
Norfolk
15.66
15.66 Com, Grain
234
6 HW
S7
Norfolk
15.66
15.66 Wheat, Grain
234
7 HW
S7
Gddsboro
9.73
9.73 Com, Grain
234
7 HW
S7
GoWsboro
9.73
9.73 Wheat, Grain
234
8 HW
S7
Lynchburg
8.16
8.16 Com, Grain
234
8 HW
S7
Lynchburg
8.16
8.16 Wheat, Grain
234
9 HW
S7
Norfolk
2.63
2.63 Corn, Grain
234
9 HW
S7
Norfolk
2.63
2.63 Wheat, Grain
445A
1 HW
S7
Norfolk
8.91
5.04 Small Grain Overseed
445A
1 HW
S7
Norfolk
8.91
5.04 Com, Grain
445A
1 HW
S7
Norfolk
8.91
504 Wheat,_Grain__445A
1 P8
S7
orfolk
mall Grain Overseed
445A
1 P8
S7
Norfolk
om, Grain445A
1 P8
S7
rfolk
heat, Grain445A
110-91COM,
2 HW
S7
Norfolk
all Grain Overseed
445A
2 HW
S7
Norfolk
m, Grain
445A
S7
Norfolk
27.82
10.91 Wheat, Grain
445AS7
JPI
Norfolk
27.82
US Small Grain Overseed
445A
S7 Norfolk
27.82
4.25 Corn, Grain
445A
S7
orfolk
27.82
4.25 Wheat, Grain
Crop
141trogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Manure
PA
Nutrienrn
p(lbs/A)
Liquid
ManureA
PPlied
(acre)
Solid I
Manure
Applied
(pro)
Liquid
Applied
Manurefl(Fipeld)
(Field)
Applied
RYE
Applic.
Period
N
N
N
Applic,
Method
N
1000
gaUA
Tons
1000 gals
tons
125 bu.
2/15-6/30
135
0
*20
Broad.
115
49.93
0.00
1,433.00In
55 bu.
9/1-4/30
106
0
0
Broad.
53
23.01
0.00
660.42
115 bu.
2/15-6/30
131
0
*20
Broad.
111
48.19
0.00
754.71.
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
424.95
0.00
130 bu.
2/15-6/30
148
0
*20
Broad.
128
55.57
0-001
540.74
0.00
65 bu.
9/1-4/30
136
0
0
Broad.
68
29.52
0.00
287.27
0.00
125 bu.
2/15-6/30
135
0
*20
Broad.
115
49.93
0.00
407.43
0.00
55 bu.
9/1-4/30
106
0
0
Broad.
53
23.01
0.00
187.77
0.00
115 bu.
2/15-6/30
131
0
*20
Broad.
111
48.19
0.00
126.75
0.00
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
71.37
0.00
1.0 Tons
10/1-3/31
50
0
0
Broad.
35
15.20
0.00
76.59
0.00
*151 bu.
2/15-6/30
*172
0
0
Broad.
172
74.68
0.00
376.38
0.00
*6$ bu.-
�iT-4/30-
*I42
0
0
LTig•
71
28.36
0.00
142.94
0.00
1.0 Tons
10/1-3/31
50
0
0
lrrig.
35
13.98
0.00
54.10
0.00
*151 bu.
2/15-6/30
*172
0
0
brig.
172
68.70
0.00
265.88
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
28.36
0.00
109.75
0.00
1.0 Tons
10/1-3/31 1
50
0
0
Broad.
35
15.20
0.00
165.79
0.00
115 bu.
2/15-6/30
131
0
0 1
Broad.
131
56.88
0.00
620.53
0.00
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.83
0.00
336.32
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
13.98
0.00
59.42
0.00
*151 bu.
2/15-6/30
*172
0
0
Irrig.
172
68.70
0.00
291.99
0.00
*68 bu. I
9/1-4/30
*142
0 1
0
brig.
711
28.36
n on
i,)n
868943 Database Version 3.1 Date Printed: 9/20/2012
WUT Page Page 2 of 9
Waste Utilixr Table
Source
I Total
Use.
Tract
Field
ID
soil Series
Acres
Acres
Crop
445A
2 P2
S7
. arfolk
27.82
3.06
Small Grain Overseed
445A
2 P2
S7
Norfolk
27.82
3.06
Corn, Grain
445A
2 P2
S7
Norfolk
27.82
3.06
Wheat, Grain
445A
2 P3
S7
orfolk
27.82
4.09 Small Grain Overseed
445A
2 P3
S7
Norfolk
27.82
4.09 Corn, Grain
445A
2 P3
S7
Norfolk
27.82
4.09 Wheat, Grain
445A
2 P4
S7
Norfolk
27.82
2.28 Small Grain Overseed
445A
2 P4
S7
Norfolk
27.82
2.28 Corn, Grain
445A
2 P4
S7
Norfolk
27.82
2.28 Wheat, Grain
445A
2 P5
87
Norfolk
27.82
2.03 Small Grain Overseed
445A
2 P5
S7
Norfolk
27.82
2.03 Corn, Grain
445A
2 PS
S7
Norfolk
27.82
2.03 Wheat, Grain
445A
2 P6
S7
orfolk
27.82
2.04 Small Grain Overseed
-
445A
2 P6
S7
Norfolk
27.82
2.04 Corn, Grain
445A
2 P6
S7
Norfolk
27.82
2.04 Wheat, Grain
445A
2 P7
S7
orfolk
27.82
2.22 Small Grain Overseed
445A
2 P7
S7
orfolk
27.82
2.22 Corn, Grain
445A
2 P7
S7
orfolk
27.82
2.22 Wheat, Grain
445A 3&4H
S7
Norfolk
12.31
2.96 Corn, Grain
445A 3 & 4 H
S7 Norfolk
12.31
2.96 Wheat, Grain
445A
& 4 H
S7 Norfolk
12.31
2.96 Soybeans, Manured, Double Crop
445A
& 4 Pl
S7 Norfolk
12.31
2.10 Corn, Grain
868943
Database Version
3.1
Date Printed: 9/20/2012
-ear 1
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrieniA
p lied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid I
Manure
Applied
Pp
(Field)
Solid
Manure
Applied
(Field)
RYE
Applic.
Period
N
N
N
Applic,
Method
N
1000
gallA
Tons
1000 gals
tons
1.0 Tons
10/I-3/31
50
0
0
Irrig.
35
13.98
.0.00
42.78
O.DO
*115 bu.
2/15-6/30
131
0
0
brig.
131
52.33
0.00
160.12
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
28.36
0.00
86.78
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
13.98
0.00
57.18
0.00'
*151 bu.
2/15-6/30
*172
0
0
Irrig.
172
68.70
0.00
281.00
0.00
*68 bu.
9/2 4/30
*142
0
0
brig.
71
28.36
0.00
115.99
0.00
1.0 Tons
10/1-3/31
50
0
0
brig.
35
13.98
0.00
31.88
0.00
*151 bu.
2/15-6/30
*172
0
0
Irrig.
172
68.70
0.00
156.65
0.00
*68 bu.
9/1-4130
*142
0
0
brig.
71
28.36
0.00
64.66
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
13.98
0.00
28.38
0.00
*151 bu.
2/15-6/30
*172
0
0
brig.
172
68.70
0.00
139.47
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
28.36
0.00
57.57
0.00
LOTons-10/1-3/31
-50--
0
0
bii-
g
___ .
35
_-.
13.98
0.00
28.52
0.00
*151 bu.
2/15-6/30
*172
0
0
brig.
172
68.70
0.00
140.16
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
28.36
0.00
57.86
0.00
1.0 Tons
10/1-3/31
50
0
0
brig.
35
13.98
0.00
31.04
0.00
*151 bu.
2/15-6/30
*172
0
0
brig.
172
68.70
0.00
152.52
0.00
*68 bu.
9/1-4/30
*142
0
0
brig.
71
28.36
0.00
62.96
0.00
115 bu.
2115-6/30
131
0
0
Broad.
131
56.88
0.00
168.36
0.00
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
80.32
0.00
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
176.07
0.00
115 bu. 2/15-6/30
131
0
0
brig.
131
52.33
0.00
109.89
O.OD
WUT
Page Page 3 of 9
Waste Util¢; Table
Source
Total
Use.
Tract
Field
ID
Soil Series
Acres
Acres Crop
445A
3 & 4 P I
S7
Norfolk
12.31
2.10 Wheat, Grain
445A
& 4 P1
S7
Norfolk
12.31
2.10 Soybeans, Manured, Double Crop
445A
3 & 4 P9
S7
Norfolk
12.31
3.03 Com, Grain
445A
3 & 4 P9
S7
Norfolk
12.31
3.03 Wheat, Grain
445A
3&4A H
S7
Norfolk
12.31
4.22 Small Grain Overseed
445A
3&4A H
S7
Norfolk
12.31
4.22 Com, Grain
445A
3&4A H
S7
Norfolk
12.31
4.22 Wheat, Grain
445A
5 HW
S7
Norfolk
2.18
2.18 Small Grain Overseed
445A
5 HW
S7
Norfolk
2.18
2.18 Corn, Grain
445A
5 HW
S7
Norfolk
2.18
2.18 Wheat, Grain
4.78
4.78 Small Grain Overseed
4.78
4.78 Com, Grain
1445A7
;HWS7
rNorfblk
4.78
4.38 What, Crain
3.69
3.69 Com, Grain
3.69
3.69 Wheat, Grain
445A
7 HW
S7
Nrorfolk
3.69
3.69 Soybeans, Manured, Double Crop
9020
1 HW
S7
Norfolk
1.03
1.03 Com, Grain
9020
1 HW
S7
Norfolk
1.03
1.03 Wheat, Grain
9250
1 HW
S7
orfolk
16.18
16.18 Com, Grain
9250
1 HW
S7
Norfolk
16.181
16.18 Wheat, Grain
N-3gen
PA
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
Nutrient
Fert.
Nutrient
(lbs/A)
PA
NutrientA
ManureA
Manure
Manure
Manure
Req'd Applied
pplied
pplied
(acre)
Applied
(acre)
Applied
(Field)
)
A lied
pp
(lbs/A)
(lbs/A)
(lbs/A)
(Field)
Applic.
Applic,
1 000
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
52.43
0.00
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.00
114.92
0.00
115 bu.
2/15-6/30
0
*20
Irrig.
111
44.34
0.00
134.34
0.00
60 bu.
9/1 4/30
:1251
0
0
Irrig.
63
24.97
0.00
75.64
0.00
1.0 Tons
10/1-3/31
U
0
Broad.
35
15.20
0.00
64.13
0_00
115 bu.
2/15-6/30
131
0
0
Broad.
131
56.88
0.00.240.02
0.00
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.83
0.00
130.09
0.00
1.0 Tons
10/1-3/31
50
0
0
Broad.
35
15.20
0.00
33.13
0.00
115 bu.
2/15-6/30
131
0
0
Broad.
131
56.88
0.00
123.99
0.00
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.83
0.00
67.20
0.00
1.0 Tons
10/1-3/31
50
0
0
Broad.
35
15.20
0.00
72.64
0.00
115 bu.
2/15-6/30
131
0
0
Broad.
131
' 56.88
0.00
271.87
0.00
*68-bu.
9t1-4/30
*142
0
0
Aim&
71
30.83
0.00
147.35
0.00
115 bu.
2/15-6/30
131
0
0
Broad.
131
56.881
0.00
209.88
0.00
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
.0.00
100J3
0.00
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
219.49
0.00
115 bu.
2/15-6/30
131
0
*20 1
Broad.
111
48.19
0.00
49.64
0.00
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
27.95
0.00
115 bu.
2/15-6/30
131
0
*20
Broad.
111
48.19
0.00
779.77
0.00
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
439.06
0.00
868943 Database Version 3.1 Date Printed: 9/20/2012
WUT Page Page 4 of 9
Waste Utiliq Table
ear 1
Sow Total Use.
Tract Field ID Boil�� Acres Acres Crop
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
Nitrogen
PA
Comm. I Res.
Fert. (lbs/A)
I Manure Liquid Solid
PA ManureA Manure
Liquid
Solid
Nutrient
Req'd
Nutrient
Nutrienuk pplied Applied
Manure
Applied
Manure
Applied
(lbs/A)
Applied
(lbs/A)
lied ) (acre)
p(!bs/A) (acre)
(Field)
)
(Field)
Applic.
Applic. 1000
RYE Period N
N N
Method N gal/A I Tons
1000 gals
tons
Total Applied, 1000 gallons
21,123.25
Total Produced, 1000 gallons
2,669.76
Balance, 1000 gallons
-18,453.49
Total Applied, tons
0.0
Total Produced, tons
0 0
Balance, tons
n n
2. Symbol * means user entered data.
868943 Database Version 3.1 Date Printed: 9/20/2012
WUT Page Page 5 of 9
Waste Utilize Table
Nitrogen Comm.
PA Fert
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Res,
(lbs/A)
Manure Liquid Solid
PA ManureA Manure
NutdentA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
PP
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
gaUA
Tons
1000 gals
tons
226
226
226
226
233
233
233
233
233
233
234
234
234
234
234
234
234
234
234
234
234
234
3 HW
3 HW
4 HW
4 HW
1 HW
1 HW
2 HW
2 HW
3 HW
3 HW
2 HW
2 HW
3 HW
3 HW
4 HW
4 HW
5 HW
5 HW
6 HW
6 HW
7 HW
7 HW I
S7
S7
S7
S7
S7
S7
S7
57
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
' enansville
Kenansvi]]e
Wagram
Wagram
Norfolk
Norfolk
Norfolk
Norfolk
Lynchburg
Lynchburg
Norfolk
'Norfolk
Norfolk
orfoUc
Norfolk
Norfolk
nchburg
tynchburZ
Norfolk
Norfolk
Goldsboro
Goldsboro
41.60
41.60
11.80
11.80
15.84
15.84
7.36
7.36
3.12
3.12
9.49
9.49
25.16
25.16
8.00
8.00
28.70
28.70
15.66
15.66
9.73
9.73
41.60 Wheat, Grain
41.60 Soybeans, Manured, Double Crop
11.80 Wheat, Grain
11.80 Soybeans, Manured, Double Crop
15.84 Wheat, Grain
15.84 Soybeans, Manured, Double Crop
7.36 Wheat, Grain
7.36 Soybeans, Manured, Double Crop
3.12 Wheat, Grain
3.12 Soybeans, Manured, Double Crop
9.49 Wheat, Grain
9.49 Soybeans, Manured, Double Crop
25.16 Wheat, Grain_
--.. _. � - - -..
25.16 Soybeans, Manured, Double Crop
8.00 Wheat, Grain
8.00 Soybeans, Manured, Double Crop
28.70 Wheat, Grain
28.70 Soybeans, Manured, Double Crop
15.66 Wheat, Grain
15.66 Soybeans, Manured, Double Crop
9.73 Wheat, Grain
9.73 Soybeans, Manured, Double Crop
35 bu.
25 bu.
39 bu.
23 bu.
59 bu.
34 bu.
59 bu.
34 bu.
55 bu.
39 bu.
60 bu.
35 bu.
60-bu:
35 bu.
60 bu.
35 bu.
55 bu.
39 bu.
60 bu.
35 bu.
65 bu.
38 bu.
9/1 4/30
4/1-9/15
9/14/30
4/1-9/15
9/14/30
4/1-9/15
9/1 4/30
4/1-9/15
9/14/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4130--
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1 4/30
4/1-9/15
9/1-4/30
4/1-9/15
81
100
90
92
123
133
123
133
106
151
125
137
r2f
137
125
137
106
151
125
137
136
149
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Broad.
Broad,
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Bi6acr
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
Broad.
41
100
45
92
62
133
62
133
53
151
63
137
b3
137
63
137
53
151
63
137
68
149
17.58
43.42
"19.54
39.94
26.70
57.75
26.70
57.75
23.01
65.56
27.14
59.48
2Tl4
59.48
27.14
59.48
23.01
65.56
27.14
59.48
29.52
64.69
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
n nn
731.50
1,806.17 1
230.55
471.34
422.9611
9I4.69
196.53
425.01
71.80
204.55
257.52
564.48
682.74
1,496.57
217.09
475.86
660.42
1,881.58
424.95
931.49
287.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
868943 Database Version 3.1 Date Printed: 9/20/2012 WUT Page Page 6 of 9
Waste Utilize Table
Nitrugen I Comm.
PA Fert.
Nutrient Nutrient
Req'd Applied
(lbs/A) Obs/A)
Res.
(lbs/A)
Manure
PA
NutrienLA
pplied
(lbs/A)
Liquid Solid
ManureA Manure
pplied Applied
(acre) (acre)
-Liq-id-1
Manure
Applied
(Field)
Solid
Manure
Applied
PP
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
.all
gaI/A
'Pons
1000 gals
tons
234
234
234
234
445A
445A
445A
445A
445A
445A
445A
445A
1445A
445A
445A
445A
445A
445A
8 HW
8 HW
9 HW
9 HW
1 HW
I HW
1 HW
1 P8
1 P8
I P8
2 HW
2 HW
2 HW
_
2 PI
2 Pl
2 Pl
2 P2
2 P2
2 P2
2 P3
2 P3
2 P3
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Lynchburg
Lynchburg
orfolk
Norfolk
Norfolk
Norfolk
Norfolk
NorfDlk
Norfolk
Norfolk
olk
Norfolk
Norfolk
_
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
hlarfolk 11
8.16
8.16
2.63
2.63
8.91
8.91
8.91
8.91
8.91
8.91
27.82
27.82
.-_ 2Z $2
27.82
27.82
27.82
27.82
27.82
27.82
27.82
27.82
27.82
8.16 Wheat, Crain
8.16 Soybeans, Manured, Double Crop
2.63 Wheat Grain
2.63 Soybeans, Manured, Double Crop
5.04 Small Grain Overseed
5.04 Wheat, Grain
5.04 Soybeans, Manured, Double Crop
3.87 Small Grain Overseed
3.87 Wheat, Grain
3.87 Soybeans, Manured, Double Crop
10.91 Small Grain Overseed
10.91 Wheat, Grain
_.14 21 Soybeans; Manured -Double C
Crop
4.25 Small Grain Overseed
4.25 Wheat, Grain
4.25 Soybeans, Manured, Double Crop
3.06 Small Grain Overseed
3.06 Wheat, Grain
3.06 Soybeans, Manured, Double Crop
4.09 Small Grain Overseed
4.09 Wheat, Grain
4.09 Soybeans, Manured, Double Crop
55 bu. 9/1-4/30
39 bu. 411-9/15
60 bu. 9/1-4/30
35 bu. 4/1-9/15
1.0 Tons 10/1-3/31
*68 bu. 9/1 4/30
*54 bu. 4/1-9/15
1.0 Tons 10/1-3/31
*68 bu. 9/1-4/30
35 bu. 4/1-9/15
1.0 Tons 10/1-3/31
*68 bu. 911-4/30
* 69 bu. 4/I 9/15
1.0 Tons 10/1-3/31
*68 bu. 9/1-4/30
*54 bu. 4/1-9/15
1.0 Tons 10/1-3/31
*68 bu. 9/1-4/30
*54 bu. 4/1-9/15
1.0 Tons 10/1-3/31
Hbu. 4/30
-9/15
106
151
125
137
50
*142
*211
50
*142
137
50
*142
*266
50
*142
*211
50
*142
*211
50
*142
*211
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Broad.
Broad.
Broad.
Broad.ET
Broad.
lrri .
g
Irrig.
brig. 1
Irrig.
brig.
Broad.
Broad.
- - -
Broad.
brig
g
brig.
Irrig.
Irrig.
Irrig.
g
Irrig.
Irri .
g
Irri -
g
Irrig.211
53
151
63
211
15
71
137
15
71
- -
266
15
71
211
15
71
211
15
7128.36
123.01
65.56
27.14
.48
.51
.36
84.28
19.97
28.36
54.72
6.51
30.83
115.49
.5.99
�8.36
94.28
5.99
28.36
84.28
5.99
8428
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 i,
0.00
0.00
0.00
0.00
0.00'25.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
187.77
534.97
71.37
156.44
32.82
142.94
424.78
77.29
109.75
211.78
71.05
336.32
1,260.00
120.53
358.20
18.33
86.78
257.90
24.51
115.99
344.71
0•f
O.0
0•C
0.0
0.0
0.0
0.01
0.01
0.01
0.01
0.0(
O.00
O.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
868943
Database Version 3.1
Date Printed: 9/20/2012
WUT
Page Page 7 of 9
Waste Utiliz' Table
ear 2
Source
Total
Use.
Tract
Field
ID
Soil Series
Acres
Acres Crop
445A
2 P4
S7
Norfolk
27.82
2.28 Small Grain Overseed
445A
2 P4
S7
Norfolk
27.82
2.28 Wheat, Grain
445A
2 P4
S7
Norfolk
27.82
2.28 Soybeans, Manured, Double Crop
445A
2 P5
S7
Norfolk
27.82
2.03 Small Grain Overseed
445A
2 P5
S7
Norfolk
27.82
2.03 Wheat, Grain
445A
2 P5
87
Norfolk
27.82
2.03 Soybeans, Manured, Double Crop
445A
2 Pfi
S7
Norfolk
27.82
2.04 Small Grain Overseed
445A
2 P6
S7
Norfolk
27.82
2.04 Wheat, Grain
445A
2 P6
S7
Norfolk
27.82
2.04 Soybeans, Manured, Double Crop
445A
2 P7
S7
Norfolk
27.82
2.22 Small Grain Overseed
445A
2 P7
S7
Norfolk
27.82
2.22 Wheat, Grain
445A
2 P7
S7
Norfolk
27.82
2.22 Soybeans, Manured, Double Crop
445A
3&4H
S7
Norfolk
12.31
2.96 Wheat Grain
445A
3 & 4 PI
S7
Norfolk
12.31
2.10 Wheat, Grain
445A
3 & 4 P9
S7
Norfolk
12.31
3.03 Wheat, Grain
445A
3 & 4 P9
S7
: `orfolk
12.31
3.03 Soybeans, Manured, Double Crop
445A
3&4AE I
S7
Norfolk
12.31
4.22 Small Grain Overseed
445A
3&4A H
S7
Norfolk
12.31
4.22 Wheat, Grain
445A
3&4A H
S7
Norfolk
12.31
4.22 Soybeans, Manured, Double Crop
445A
5 HW
S7
Norfolk
2.18
2.18 Small Grain Overseed
445A
5 HW
S7
Norfolk
2.18
2.18 Wheat, Grain
445A
5 HW
S7
Norfolk
2.18
2.18 Soybeans, Manured, Double Crop
Nitrogen
Comm.
Res.
Manure
14quid
Solid
Liquid
Solid
PA Fert.
Nutrient Nutrient
{Lbs/A)
PA
NutrientA
ManureA
Manure
Applied
Manure
Manure
Regfd
Applied
pplied
pptied
(acre)
(acre)
Applied
(Field)
Applied
(Field)
(Field)
(ibs/A)
(lbs/A)
(lbs/A)
Applic.
APplic•
k000
RYE
Period
N
'N
N
Method
N
gaUA
Tons
1000 gals
tons
1.0 Tons
10/1-3/31
50
0
0
hri .
g
15
5.99
0.00
13.66
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
�28.36
0.00
64.66
0.00
*54 bu.
4/1-9/15
*211
0
0
brig.
211
84.28
0.00
192.16
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
12.16
0.00
*68 bu.
9/14/30
*142
0
0
Irrig.
71
29.36
0.00
57.57
0.00
*54 bu.
4/1-9115
*211
0
0
brig.
211
84.28
0.00
171.09
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
12.22
0.00
*68 bu.
9/14/30
*142
0
0
brig. 1
711
28.36
0.00
57.86
0.00
*54 bu.
4/1-9/15
*211
0
0
Irrig.
211
84.28
0.00
171.94
0.00
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
13.30
0.00
*68 bu.
9/1-4/30
*142
0
0
Irrig.
71
28.36
0.00
62.96
0.00
*54 bu.
4/1-9/15
*211
0
0
Irrig.
211
84.28
0.00
187.11
0.00
60 bu.
W14/30
125
0 -
0
Broad.
63
27.14
0.00
80.32
0.00
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
52.43
0.00
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
75.64
0.00
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.00
165.81
0.00
1.0 Tons
10/1-3/31
50
0
0
Broad.
15
6.51
0.00
27.48
0.00
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.83
0.00
130.09
0.00
*54 bu.
4/1-9/15
*211
0
0
Broad.
211
91.61
0.00
386.60
0.00
1.0 Tons
10/1-3131
50
0
0
Broad.
15
6.51
0.00
14.20
0.00
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.831
0.00
67.20
0.00
*54 bu.
4/1-9/15
*211
0
0
Broad.
'IS9.481
0.001
129.67
0.00
868943 Database Version 3.1 Date Printed: 9/20/2012
WUT Page Page 8 of 9
Waste Utiliz:t Table
aar 2
Source
Tract
Field
ID
445A
6 HW
S7
445A
6 HW
S7
445A
6 HW
S7
445A
7 HW
°S7
9020
1 HW
S7
9020
1 HW
S7
9250
1 HW
S7
9250
1 HW
S7
Total
Use.
Soil Series
Acres
Acres
Crop
Ak
4.78
4.78
Small Grain Overseed
)Lk
4.78
4.78
Wheat, Grain
Alc
4.78
4.78
Soybeans, Manured, Double Crop
llk
3.69
3.69
Wheat, Grain
rtk
1.03
1.03
Wheat, Grain
ilk
1.03
1.03
Soybeans, Manured, Double Crop
ilk
16.18
16.18
Wheat, Grain
,Lk
16.18
16.18
Soybeans, Manured, Double Crop
Applic.
Nitrogen
PA
Nutrient
Req'd
((bs/A)
Comm.
FerL
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Applic.
Manure
PA
NutrientA
pplied
(lbs/A)
4quid
MahureA
ppjied
acre)
Solid
Manure
Applied
(acre)
Liquid Solid
Manure Manure
Applied Applied
(Field) (Field)
1000
RYE
Period
IV
N
N
Method
N
iI/A
Tons
1000 gals tons
1.0 Tons
10/1-3/31
50
0
0
Broad.
15
6.51
0.00
31.13 0,(
*68 bu.
9/1-4/30
*142
0
0
Broad.
71
30.83
0.00
147.35 O.0
*54 bu.
4/1-9/15
*211
0
0
Broad.
211
91.61
0.00
437.90 0.0
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
100.13 0.0
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
27.95 0.0
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
61.27 0.0
60 bu.
9/1-4/30
F125
0
0
Broad.
63
27.14
0.00
439.06 0.0
35 bu.
4/1-9/15
137
0
0
Broad
137
59 48
0
-
Notes: 1. In the D=t column, � symbel meads leased, otherwise, owned 2. Symbol * means user entered data.
00 962.42 0
Total Applied, 1000 gallons 23,307.55
Total Produced, 1000 gallons 2,669.76
Balance, 1000 gallons-20,637.79
Total Applied, tons 0.
Total Produced, tons 0.
Balance, tons 0_
868943 Database Version 3.1 Date Printed: 9/20/2012 WUT Page Page 9 of 9
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 ratethat will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected xo receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
-lrrigafion -►pptication p actors
868943 Database Version 3.1 Date Printed 9/20/2012 IAF Page Page 1 of 1
NOTE: Symbol * 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 applicadion rates shown in the second column.
-Lagoon sludge contains nutrients and organic matter remaining after treatmaht 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
phos�horous, 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 efiuent 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 ma ji also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
Crop PA-N Rate
lb/ac
Corn 120 bu 150
Hay ton R.Y.E- 300
Soybean 40 bu 160
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
13.16
36.10
26.32
18.05
14.04
33.85
72.21
36.10
67.70
Minimum Acres
15 Years Accumulation
108.31
54.16
101.55
------------------------------------------------------------------- ---------- - - ___
868943 Database Version 3.1 Date Printed: 09-20-2012 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
Capanity--af#he-faciiitr=ffthe 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.
hvanaDie Ntorage capacity is calculated as of the end of each month.
...-..---------------------------•--......------------------------------------.....-- - - ----- g Page
---------
68943 Database Version 3.1 Date Printed: 09-20-2012 CapacityPa a Pa e 1 of 1
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of thle 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
2. There must be documentation in the design foldei 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. Nei ponding should occur in order
to control odor and flies.
---------------------------------------------------------------------------- ---------------------------------------------------------
868943 Database Version 3.1 Date Printed: 9/20/2012 Specification Page 1
S. 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 that1 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 dormaincy.
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.
----------------------------------------------------------------------------------------------------------------- --------------------
868943 Database Version 3.1 Date Printed: 9/20/2012 Specification Page 2
17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, Otc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation 'such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage,. or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, :etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization' and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the 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 produdction. 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 throe 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.
---------------------------------------------------------------------------- -- -- -------------
- - - - ----------------------------------------------------
868943 Database Version 3.1 Date Printed: 9/20/2012 Specification Page 3
Crop Notes
The following crop note applies to field(s): 3 HW, 5 HW, 8 HW
___ .Corn 1;_CP.,Mineral_Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from p0vate companies to select a high
yielding-�variety With the- characteristics needed for your area and conditions. Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Inerease the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 2040 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing seasom to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 7 HW
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil hype. When including a starter in the
fertilizer program, the recommended potassium and any additional: phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing seasom to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
-------------------------------------------------------------------------------------------------------------------------------- --------------------------
868943 Database Version 3.1 Date Printed: 09-20-2012 Crop Note Page Page 1 of 5
The following crop note applies to field(s): 1 HW, 1 P8, 2 HW, 2 P1, 2 P2, 2 P3, 2 P4, 2 P5, 2 P6, 2 P7, 3
& 4 HW, 3 & 4 P10, 3 & 4 P9,3 HW, 3&4
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
------'I�evew the—O iciafvriety-"green book" and information from private companies to select ahigh
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
-- --- - - ined by -the -hybrid -being -planted. increase the seeding- rate by-10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest Of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil hype. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3 HW, 4 HW
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional, phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1 HW, 1 P8, 2 HW, 2 P1, 2 P2, 2 P3, 2 P4, 2 P5, 2 P6, 2 P7,
3&4A HW, 5 HW, 6 HW
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for yoir area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
------------------------------------- ...----------------------: -.....-------------------
868943 Database Version 3.1 Date Printed: 09-20-2012 Crop Note Page Page 2 of 5
The following crop note applies to field(s): 3 HW, 5 HW, 8 HW
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
^at 1-1 >72" eep and increase the seeding rate by 5"/o for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding Late modifications in the current NCSU
increase -the init al- eedir g rate by at least-10% when planting---
no-till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 7 HW
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at '1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the' nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1 HW, 1 P8, 2 HW, 2 P1, 2 P2, 2 P3, 2 P4, 2 P5, 2.P6, 2 P7, 3
&4HW, 3&4P10,3&4P9,3HW, 3&4
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week'seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding ral a modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding] rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also �e applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitdr the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
------------------------------------------------------
868943 Database Version 3.1 Date Printed: 09-20-2012 Crop Note Page Page 3 of 5
The following crop note applies to field(s): 3 HW, 4 HW
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-Npvember 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
increase the iritial'seedig —rate-by afleast 10°/o when planting — -
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no mote than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 3 HW, 5 HW, 8 HW
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible withplanting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the )~all. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of 'the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 7 HW
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the All. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------------------------------•-- -----------------------------------------------
868943 Database Version 3.1 Date Printed: 09-20-2012 Crop Note Page Page 4 of 5
The following crop note applies to field(s): 1 HW, 1 P8, 2 HW, 2 Pl, 2 P2, 2 P3, 2 P4, 2 P5, 2 P6, 2 P7, 3
& 4 HW, 3 & 4 P10, 3 & 4 P9,3 HW, 3&4
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
-DoMe=crop soybearig should be planted as early in June as possible with planting completed by July 4th. -
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
-------- -- _ iew-the-NCSU Offtcial Variety '-'greetr body' and -information -from- private
-- - -
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
Weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s):.3 HW, 4 HW
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 41h.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions -
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6 " rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the pall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
----------------------------------------------------------------------=-----------------------------------------------------------------------------------
868943 Database Version 3.1 Date Printcd; 09-20-2012 Crop Note Page Page 5 of 5
USDA United States
Department of Wayne County North Carolina
Agriculture �
Farm 828
Tract 226
2019 Program Year
CLU
Acres I
HEL
Crop
1
4.24 1
NHEL
2
4.69
NHEL
3
41.23
UHEL
4
12.72
NHEL
5
3.29
NHEL
6
10.05
UHEL
Noncropland
9
0.06
UHEL
Noncropland
21
9.92
UHEL
Noncropland
22
0.5
NHEL
Noncropland
27
5.59
UHEL
Noncropland
29
0.62
UHEL
30
16.73
UHEL
Noncropland
32
32.66
UHEL
I Noncropland
Page Cropland Total: 66.79 acres
Map Created March 20, 2019
Base Image Layer flown in 2018
Common Land Unit
Cropland
Non -Cropland
16 Tract Boundary
Wetland Determination Identifiers
a Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or renew actual ownersnip; ramer a oepicrs ine inrorrnauon pi—l— wl—ly Ln- Floducer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use.. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer -to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
USDA United States
Department of
111111111011111 Agriculture Wayne County, North Carolina
Farm 885
Tract 233
2019 Program Year
_
L
'A z w_
foil
■
Wayne "- -
CLU
Acres
HEL
Crop
1
14.91
NHEL
2
7.36
NHEL
5
3.13
UHEL
7
4.27
UHEL
Noncropland
8
55.51
UHEL
Noncro land
Page Cropland Total: 25.4 acres
, 4 .0,
1 Map Created March 20, 2019
1 Base Image Layer flown in 2018
f
Common Land Unit
•- — - lF Cropland
Non -Cropland
Tract Boundary
A) Wetland Determination Identifiers
a Restricted Use
0 150 360 720 7 Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
USDA United States
Degpartment of
Ariculture Wayne County, North Carolina
-
Wayne
4
4!
5■ % -
A 0 310 1,240
Feet
Farm 885
Tract 234
2019 Program Year
CLU
Acres
HEL
Crop
1
13.16
NHEL
2
9.49
NHEL
3
25.16
NHEL
4
8.0
NHEL
5
29.12
NHEL
6
15.66
NHEL
7
9.73
NHEL
8
8.16
NHEL
9
2.63
NHEL
10
0.35
NHEL
12
98.66
UHEL
I Noncro land
Page Cropland Total: 121.46 acres
Map Created March 20, 2019
Base Image Layer flown in 2018
Common Land Unit
Cropland
Non -Cropland
®Tract Boundary
Wetland Determination Identifiers
• Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
USDA United states
Department of Agriculture Wayne County, North Carolina
Wayne
Ae
�?w
■
„
12
Farm 13137
Tract 445
2019 Program Year
CLU
Acres
HEL
Crop
1
8.91
NHEL
2
27.82
NHEL
3
5.06
NHEL
4
7.25
NHEL
5
1.68
NHEL
6
4.9
NHEL
7
13.34
1 NHEL.
8
1.79
NHEL
9
4.2
NHEL
10
1.17
NHEL
11
38.58
NHEL
12
10.39
NHEL
13
2.74
NHEL
15
2.84
NHEL
17
1.1
UHEL
19
7.24
UHEL
Noncropland
21
10.85
UHEL
Noncropland
24
2.1
UHEL
Noncropland
25
4.63
1 UHEL
I Noncropland
28
0.76
1 UHEL
I Noncropland
60
176.71
1 UHEL
I Noncropland
Page Cropland Total: 121.77 acres
Map Created March 20, 2019
Base Image Layer flown in 2018
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
* Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
USDA United States
Depart
- Agrriculturetof Wayne County, North Carolina
- _ -- WByne
r e�
r
t
r - �
�A
I E,
0 1,75 700
Feet
- •-r i
Farm 13137
Tract 9020
2019 Program Year
CLU Acres I HEL I Crop
1 11.03 NHEL 11
2 10.42 NHEL I Noncropland
Page Cropland Total: 1.03 acres
Map Created March 20, 2019
Base Image Layer flown in 2018
Common Land Unit
Cropland
Non -Cropland
=Tract Boundary
Wetland Determination Identifiers
a Restricted Use
Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
UJU/H united states
— Department of
Agriculture Wayne County, North Carolina
!L
At
Wayne
A,
�1
Farm 13137
Tract 9250
2019 Program Year
CLU
Acres
HEL
Crop
1
16.18
NHEL
2
'0.28
UHEL
Noncropland
3
0.17
UHEL
Noncropland
4
0.55
NHEL
Noncropland
5
0.68
UHEL
1 Noncropland
Page Cropland Total: 16.18 acres
Map Created March 20, 2019
Base Image Layer flown in 2018
Common Land Unit
Cropland
Non -Cropland
[ Tract Boundary
Wetland Determination Identifiers
* Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
- — - - - -- ••.... - ....
rcprvuum a iegai survey or renew actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.
1,
s
m
ROBERT GRANTHAM
SCALE, 1°=300"
HIGH -WAY
WETTED AREA, 28.97ACRES
REQUIRED AREA, 28.94ACRES
0
HIGH -WAY
rP
Traveling Irrigation Gun Settings
Travel speed - 2 fpm
ApPlic4tion gate = , 5 iph
Lane spacing =190'
Wetted diameter = 266'
Gun make and size = Komet 140 Plus Variable Angle
Nozzle size = .71"
Operating pressure at gun:;-- 70 psi
Operating pressure at reel = 80 psi
Operating pressure at pump = 91 psi
Arc pattern = 330°
Flow rate of sprinkler = 120 gpm
Pump power requirement(bhp) = 1.2
Total acres covered (effeetiye) = 28.97
Traveler make and model = Cadman 3250
Hose length = 840'
Nose diameter (ID) = 3.25"
Speed compensation = mechanical
1
Ce
921
4.25
2
684
3.06
3
913
4.09
4
558
2,28
5
465
2.03
6
491
2.04
7
519
2.22
8
842
3.87
9
738
3.03
10
528
2.10
Total:
28.97
TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELI G IiRIGA ION UN APPLICAI`1G !RATE
I((96.3*q)/(3.14*(.09*r)2))",960/w
where,
I = approximate actual application rats (iph) IF
q = discharge (gpm) r = 120.00 gpm
r = wetted radius (ft) r = 133.00 ft
w = portion of circle receiving water (degrees) and w = 194.00 degrees
Q iiaation Rate 4._48 inches per hour then 1= 0.48 iph
"Si 1H R IGATI0N GUN APPLIf
d = (1.605*q)/(I*s)
Mere,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel Speed (fpm)
ota Application Amount.. =1 in es
.-TL.GQUY)N A PIP LINL
v = [0.408* d/ ^2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Veloci of Water = 3 ps N t per se�and
IF q = 120.00 gpm
(= 190.0a ft
and s = 2.00 fpm
then d = 0,61 in
IF q = 120.00 gpm
and d = � 4.OQ in
then v = 3.06 fps
FRICTION LOSS
IN SUPPL 'LINE ANDIOR TRAVELER HOSE
FRICTION LD88 IN SUPPLY LINE
FL =[(0,2083*(100/C)"1.852)*[(Q^1.652)/(D"4.6656)]*(U IOO)]*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe. or hose (in) and L = 1090 ft
L = length of supply line or hose (ft)
Friction Loss in Supply Line =
FRICTION LOSS III TIRAVELLER HOSE
then FL = 3.87 psi
3.87 psi
(if solid set ... enter 0 for gpm )
FL =[(0.2083*(I00/c)^1.852)*I(Q^1.852)/(D"4.8656)1-(L/100)r.433
where,
FL = friction loss in traveler hose (psi)
IF c =
160
c = roughness coefficient
Q =
120
gpm
Q = flowrate (gpm)
D =
3.25
in
D =- inside diameter of pipe or hose (in)
and L =
840
ft
L = length of supply line or hose (ft)
then FL = 8.19 psi
Friction. Loss in Traveller Hose = L. Psi
TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
si
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
Flr in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose** -
8.19
18.92
FL in supply line** -
3.87
8.94
BM
KE_ HORSEPOWER
BHP = [Q*TDH14[ 960*Ep1
where,
BHP = power required to drive the pump -(hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IFQ= 120gpm
TDH = 217.80 ft
and Ep = 0.55
then BHP = 12 hp
Brake Horsepower 12 horsepower
Brock Equipment Co.
PO Box 100
BAILEY, N.C. 27807
Phone (919) 2354111
Fax (919) 2354112
Mr. Robert Grantham
825 Dobbersville Rd.
Goldsboro, NC 27530
Dear Mr. Grantham,
June 29, 1998
The installation of your irrigation is complete. All work is in accordance with the
approved design. The system has been tested and works according to the specifications in
the design. The system has been inspected and approved.
Thank you for your assistance and we look forward to working with you again in the
future.
Sincerely,
Lee Brock
EMERGENCY ACTION PLAN
PHONE NUMBERS
1;�
DIVISION OF WATER QUALITY (DWQ) q_q
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) C{tq _ q-'jN- ,agl
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) al4-
COOPERATIVE EXTENSION SERVICE (CES) _", _ _
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to'consider that you have a problem. You shouldmake every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for. all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this mayor may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow.- possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the Lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate. the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation'pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: (919) 733-3942. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. . The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD .office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:-
b. Phone:
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.
Insect Control Checklist for Animal Operations
Source Cause SMPs to Control Insects Site Specific Practices
Flush gutters
Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
• Accumulation of solids
Excessive vegetative • Decaying vegetation intain vegetative control along banks of
growth goons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders
• Feed spillage
Design, operate, and maintain feed systems
`(e.g., bunkers and troughs) to. minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1
insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site S }ecific Practices
Feed storage
Animal holding areas -
Accumulations of feed
residues
Accumulations of animal
wastes and feed wastage
Dry manure handling Accumulations of animal
systems wastes
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away, from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter stri s around feed storage as needed
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around .animal
holding areas to minimize accumulations of wastes
(i.e.' inspect for and remove or break up
accumulated solids as needed)
0 Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed _
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2
Swine Farm Waste -Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations •
Agitation during sump tank
O
Sump tank covers.
filling and drawdown
Outside drain •
Agitation during -wastewater
O
Box covers
collection or junction
conveyance
boxes
End of drainpipes -
Agitation .during wastewater
_
0
Extend; discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces •
Volatile gas emissions
Proper lagoon liquid capacity .
•
Biolo ical mixin .
g g
Correct,lagoon startup procedures
•
Agitation
0
Minimum surface area -to -volume ratio
O
Minimum agitation when pumping
0
Mechanical aeration
Irrigation sprinkler
nozzles
Storage tank or
basin surface
O Proven biological additives
• High pressure agitation . Irrigate on dry days with little or no wind
• Wind drift Minimum recommended operating pressure
0 Pump intake near lagoon liquid surface
Pump from second -stage lagoon
• Partial microbial 0 Bottom or`midlevel loading
decomposition 0 Tank covers
• Mixing while.filling 0 Basin surface mats of solids
• Agitation when emptying C3 Proven biological- additives or,oxidants
AMOC - November 11, 1996, page 2
Swine Farm Waste Management Odor Control Checklist
Source Cause. BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production
Vegetative or wooded buffers
Recommended best management practices
A Good judgment and common sense
Animal body • Dirty manure -covered f Dry floors
surfaces animals
Floor surfaces • Wet manure -covered floors Slotted floors
Manure collection
pits
O Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manurebuildup from floors
O Underfloor ventilation for drying
• Urine Frequent manure removal by flush, pit recharge,
• Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases Fan maintenance
fans • Dust ,Efficient air movement
Indoor surfaces • Dust q Washdown between groups of animals
O Feed additives
Flush tu'&s
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
AMOC - Nov;=ber 11, 1996, page 1
Swine Farm Waste Management Odor Control Checklist
Source Cause SMPs to Minimize Odor Site Specific _Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
Mixing while filling
• Agitation when emptying
Manure, slurry, or
• Agitation when spreading
0
Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
0
Wash residual manure from spreader after.use
outlets.
0
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
0
Soil injection of slurry/sludges
slurry, or sludge on
drying
0
Soil incorporation within 48 hours
field surfaces
0
Spread in thin uniform layers for rapid drying
Dead animals • Carcass decomposition
Proven biological additives or oxidants
Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits .0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0. Secondary stack burners
Standing water • Improper drainage I Grade and landscape such that water drains away
around facilities . Microbial decomposition of ► 'from facilities
organic matter
Manure tracked onto • Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3
Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater. Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:'Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according -to G.S. 106-399.4
/1 !
Si atu of Farm Owner/Manager Date
n C
Si ature of Technical Specialist ate
-
v
United•States
Soil`
t. . Department of Conservation
Agriculture
Service
OPERATOR:o.
Please. review the attached plan and specifications carefully. Retain
this plan for your',use and record.s'. It:.is.Strongly recommended that you,
YOU contractor, and Soi-.l Conservation Service personnea a:re`in agreement
as to how °the.: waste lagoon is. tv f?'e oons:tructed. The S .11 :Cons;ervation
Sery lce personnel :wl 1 1-.meet with a-V concerned
site to expla'isn all fLa. -s and markings r PaFt.ies a:nd wa]k oy.er.. the
understand what is•ex'pected so that ftn+al constructionis Imp
rtanrneetstpla,nsyarrd
speci.ficatto.n and .the job can be ;ceeti�fi'ed for:payment' (if cost=slitting
is'Anvolved).
The paid.. 8iftiensions and grades are .the b:e.st .estima:t.e,` The BUILDER or
CONTRACTOR, i s RESP.ON5ISLE for f f nal ,layout and design ofi ..the pads. The
Soil Conservatlon.Service personnel.will assist. in ' as its.rnajor concern is the A limited capacity,
�_ proper design and constr
t tea tmeuction' of, the waste
na . Lagoon oon.
The actual amount of -material required for pads and. dam may vary from'the
estimates. The design.will attempt -to balance cuts and fills,as.close as
possible If additional mater.lal is requir-ed after. ,constrvcti.on. is complete
on the . lagoon, the contrac tor• 'and owner wi !.I, neg.ot i ate on he' pr i ce and
location..of borrow area -
NOTE: Design Requiretnwent:
,a 7_1,0,0d c u : f t . =
�c.0 . yd s- .
Estimate -of Excavation.:►
3cu. ft. =
J�1c'o'/,
7
cu,yds.
-.Estimate Estimate of Pad & Dike: 2-143/:cu.ft. _
9%.4? cu.yds.
Ra t ion
Job Class
Designed By
r+ a
Name
Design Approval
Cto
me
Date
The Soil Conservation Service
is•an agency of the ;
Deoaitment of Agriculture
r-ss
14
. A.
Nov. "g
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SOIL, CONSERVATION SERVICE
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System Calibration
Information presented in manufacturer's charts are base
conditions with relatively new equipment. over time as equipment gets olderand omponentsates and application rates change
an increase in the nozzpee opening ure nd flow. wear. In particular, pump wear
With continued use, nozzle wear results in
decreasing the wetted d ZZIP r. which will increase the discharge rate while
You should beawarethat operating the system different)
will alter the application rate, diameter of coverage, and subs
y than assumed in the design
uniformity. For example, operating the system with excessive
.droplets, greater . subsequently the application
Potential for drift, and accelerates wearpofstheesprinkler nozalle.
Clogging of nozzles can result -in Pressure increase. Plugged mainlines will reduce operatin intakes or crystallization of
reduces the coverage diameter and assure. Operating
g pplication unifoybelow design pressure greatly
For the above reason, you should calibrate our e
Proper application rates and uniformity. Y equipment on a regular basis to ensure
recommended. Calibration involves collecting and measuring flow Y Calibration at least once every three years is
determine the. application Any nu Ran gauges ineworg w at several locations d
mber Of containers can be used to collect flow and
graduated scale from which to read the application
k best because they already have a
additional calculations. However astic buk amount without having to
opening and cross-section can beUsedProvided kthe ets Jlaruid r anything it perform
transferred to a scaled container for measuring. g with a uniform
q collected can be easily
For stationary sprinklers, collection containers should be located
the application area at several distances from sprinklers. Forarandomly throughout
should be located along a transect perpendicular to the dire
collection containers 25 feet apart along the transect on b traveling guns, sprinklers
should compute the average application rate for all nonunif coon of pull .Set out
both sides t the gun cart. You
a windless day, variation between containers of more than i30 of the application: On
concern. You should contact your irrigation dealer or technical specialist
percent is cause for
for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
OPERATION & MAINTENANCE PLAN
ar-round priority. It is especially important to manage
Proper lagoon management should be a ye extended rainy and wet periods.
levels so that you do not have problems during oon for periods when the receiving crop is
ells such as a
Maximum storage capacity should be available in the lag plant growth in the
summertime. This means that at the first sign nt plan should h done
dormant (such as wintertime for brmudagrass) or when there are exteeded rainy
spells
thunderstorm season in theaccording to a farm waste management ace available
later winter 1 early spring,irrigation
whenever the land in dry enough to receive lagoon liquid. This all the lagoon should be pumped
in the lagsee Every effort should be made
lagoon for future wet periods. In the late summer !early as the weather and waste
down to the to enla lagoon
close �gtorthe lminimum liquid level storage.
90 9
to maintain the 9
utilization plan will allow it. to irrigated does
Waiting water during extended wet periods. ON from the lagoon for to penalty
until the lagoon has reached its maximum storage capacity before starting
not leave room for storing excess
any reason except a 25-year, 24-hour storm is a violation of state
action.
The routine maintenance of a lagoon involves the following:
rgss
Maintenance of a vegetative cover for
se The vegetation should be darn. Fescue, or common bfertilizedgeach
M lied
are the most common vegetative covers.
year, if needed, to maintain to tvgo on the event that ius stand. a isonot practical to obtain a
should be based on a sods
areas should be
sails test each yeas, the lagoon embankment and surrounding
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
be done by
in or a combination of these practices. This
Brush and trees on raz grazing, Chopp embankment
must be controlled. Thisearly that weather
mowing, spraying, 9 year and possibly twice in y
should be done at least once a Ve etative growth.
conditions are favorable for heavy 9
spraying, herbicide
mu thst at are trnot be eating ng the waste'wed to the
NOTE: If vegetation is controlled by
lagoon water. Such chemicals could harm the bacteriaof the lagoon
lagoon should be made during Itnems etc I beng checked should
Maintenance inspections of
the aftera tirfmajorarainfall and storm events.
and at least monthly
include, as a minimum, the following: Pipes, and overflow Pipes -- look for:
Waste Inlet Pipes, Recycling
1, separation of joints .
2, cracks or breaks
3. accumulation of salts or minerals
4_ overall condition of pipes
2
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
.1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action_ causes serious damage to a lagoon sidewall., baffles in the lagoon
maybe used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2, irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely 'surprised" by equipment failure. You should perform your
Pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching; repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps. .
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during Initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with. sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes .and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
.the amount of solids entering the lagoon.
Management:
• Maintain lagoon' liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating . at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
.implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
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• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques;
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or foragetand;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. ' Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
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The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping; and breach
of.the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in darns.)
• Lagoon liquid levels -- high levels are a safety risk:
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.