100018_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary
Application must be signed and dated by the Permittee.
. •a
61OZ 9 g �dW
1. Farm Number: 10-0018 Certificate Of Coverage Number:
2. Facility Name: W & W Farms
3. Landowner's Name (same as on the Waste Management Plan): WaN'ne Grissett
4. Landowner's Mailing Address: 1001 Russtown Rd Nw
City: Ocean Isle Beach
Telephone Number:
'010014/03!:MAli
corrections below.
AWS100018
State: NC Zip: 28469
910-443-0993 Ext. E-mail:
5. Facility's Physical Address: 361 Lonewood Rd Nw
City: Ocean Isle Beach State:
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, writh.'None"):
10. Operator Name (OIC): William Wa! ne Grissett II
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Operations Type
i/d [h
NC Zip: 28469
Swine - Farrow to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Phone No.: 910-279-4391
Allowable Count
110
OIC #: 999454
Dry Poultry Other Types
Non Laying Chickens Horses - Horses
Laying Chickens Horses - Other
Pullets Sheep - Sheep
Turkeys Sheep - Other
Turkey Pullet
Wet Pouets l
Non Laying Pullet
Layers

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)
l
f `f ClL•j
f.,'��
43 03)3
(, 0.500
20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
v 1. The most recent Waste Utilization Plan (WUP), sic ned be 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: [e-mail]

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 143-215.6B, 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):
. I
Name: I/f/ ety °1 LT ✓ t'r
3 S -e.,11 Title: 0 Ls/ k e- (-""
Signature: J1. / _ _ ✓6
Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerury
LINDA CULPEPPER
Director
NORTH CAROLINA.
Environmental Quality
February 27, 2019
Wayne Grissett
W & W Farms
1001 Russtown Rd Nw
Ocean Isle Beach, NC 28469
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns://dea.nc.xov/about/divisions/water-resources/water-quality -rev ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
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 bl an
Exnirine State Non -Discharge General Permit." The application form must be completed. signed and returned bn April 3. 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100018
Noah CaroineDepartment ofEadr.'or,sneata QLaay I Dids'OnofWater Reso:orves
512 N. Sa sbcrry St. 11€35 hM5'.' Se v e Center j Re egh, North Carorne 27559-163 5
919.707 Si0D4

Nutrient Management Plan For Animal Waste Utilization
06-21-2016
This plan has been prepared for:
W& W Farms
Wayne Grissett
1001 Russtown Road NW
Ash, NC 28420
910-443-0993
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
910-253-2830
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
-)3,-(xe
- - it
Signature (owner) ,� Date
11117
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: )314' 4 " aJ" 4
Technical Specialist Signature Date
TISSEIVED114CDECIR
608210 Database Version 4.1 Date Printed: 06-21-2016 '�` Cov Page~1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S 13
Swine Farrow -Finish Lagoon Liquid waste generated 1,152,580 gals/year by a 110
animal Swine Farrow -Finish Lagoon Liquid operation. This production facility has
waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2078
Incorporated
2493
Injected
2493
Irrigated
2078
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
2,078
2861
-783
1,587,389
-434,809
Year 2
2,078
3205
-1,127
1,777,791
-625,211
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
608210 Database Version 4.1 Date Printed: 06-21-2016 Source Page 1 of 1

Narrative
W&W Farms
10-18
In year when producer desires to plant sorghum in place of corn the application rate will be as follows:
Tract # Field# Applications Rate
912 1 100
912 2 100
912 3 100
912 4 100
912 5 100
912 6 100
912 7 100
912 8 100
608210 Database Version 4.1 Date Printed: 06-21-2016 Narrative 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 for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index
Soil Series
Crop Sequence
RYE
912
1
1.30
1.30
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
912
2
1.30
w
1.30
N/A
Rains
Com, Grain
125 bu.
Wheat, Grain
55 bu.
M
Soybeans, Manured, Double Crop
37 bu.
912
3
1.30
1.30
N/A
Rains
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
912
4
_1.30
1.30
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
912
5
1.30
1.30
N/A
Lynchburg
Com, Grain
125 bu.,
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
912
6
1.30
1.30
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
912
7
1.30
1.30
N/A
Lynchburg
Com, Grain
125 bu.
I
Wheat, Grain
55 bu.
r
Soybeans, Manured, Double Crop
39 bu.
912
8
1.30
1.30
N/A
Lynchburg
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
913
10
1.30
1.30
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
913
11
1.30
1.30
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Hay
5.5 Tons
913
9
1.30
1.30
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Hay
6.0 Tons
PLAN TOTALS:
14.30 14.30
608210 Database Version 4.1 Date Printed 6/21/2016
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
c 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<— 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. 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).
608210
Database Version 4.1 Date Printed 6/21/2016
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed
to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications
to maximize nutrient uptake.
This table provides 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.
ilizition Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N J
N
N
1000
gal/A
Tons
1000 gals
tons
912
1
S13
Rains
`Acres
1.30
1.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
1
r
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
2
S13
Rains
1.30
1.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
2
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
3
S13
Rains
1.30
1.30
Com, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
3
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
"106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
4
S13
Lynchburg
1.30
1.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
4
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
5
S13
Lynchburg
1.30
1.30
Com, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
5
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
6
S13
Lynchburg
1.30
1.30
Com, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
6
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
7
S13
Lynchburg
1.30
1.30
Com, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
7
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
8
S13
Lynchburg
1.30
1.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
63.80
0.00
82.94
0.00
912
8
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
608210 Database Version 4.1
Date Printed: 6/21/2016
WUT Page 1 of 4

Year 1
Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Naomi
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fut.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied .
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
h
913
10
S13
Rains
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
10
S13
Rains
1.30
1.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
140.64
0.00
913
11
S13
Lynchburg
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
11
S13
Lynchburg
1.30
1.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
238
0
0
Irrig.
238
132.04
0.00
171.65
0.00
913
9
S13
Foreston
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
9
S13
Foreston
1.30
1.30
Hybrid Bermudagrass Hay
6.0 Tons
3/1-9/30
274
0
0
Irrig.
274
152.01
0.00
197.61
0.00
Total Applied, 1000 gallons
1,587.39
Total Produced, 1000 gallons
1,152.58
Balance, 1000 -gallons
-434.81
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
608210 Database Version 4.1 Date Printed: 6/21/2016 WUT Page 2 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
•
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
912
1
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
A
0
A
0
Irrig.
53
29.40
0.00
38.22
0.00
912
1
S13
Rains
1.30
1.30
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
79.33
0.00
103.13
0.00
912
2
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
2
S13
Rains
1.30
1.30
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
brig.
143
79.33
0.00
103.13
0.00
912
3
S13
Rains
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
3
S13
Rains
1.30
1.30
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
79.33
0.00
103.13
0.00
912
4
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
4
S13
Lynchburg
1.30
1.30
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
Irrig.
151
83.77
0.00
108.90
0.00
912
5
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
5
S13
Lynchburg
1.30
1.30
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
brig.
151
83.77
0.00
108.90
0.00
912
6
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
6
S13
Lynchburg
1.30
1.30
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
Irrig.
151
83.77
0.00
108.90
0.00
912
7
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
7
S13
Lynchburg
1.30
1.30
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
Irrig.
151
83.77
0.00
108.90
0.00
912
8
S13
Lynchburg
1.30
1.30
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
38.22
0.00
912
8
S13
Lynchburg
1.30
1.30
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
Irrig.
151
83.77
0.00
108.90
0.00
913
10
S13
Rains
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
10
S13
Rains
1.30
1.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
140.64
0.00
913
11
S13
Lynchburg
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
11
S13
Lynchburg
1.30
1.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
238
0
0
Irrig.
238
132.04
0.00
171.65
0.00
913
9
S13
Foreston
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
36.06
0.00
913
9
S13
Foreston
1.30
1.30
Hybrid Bermudagrass Hay
6.0 Tons
3/1-9/30
274
0
0
Irrig.
274
152.01
0.00
197.61
0.00
608210 Database Version 4.1
Date Printed: 6/21/2016
WUT Page 3 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen' Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N
N
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Applic.
Method
Manure Liquid Solid
PA ManureA Manure
Nutrient pplied Applied
Applied (acre) (acre)
(Ibs/A)
1000
gal/A
Tons
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons .
Liquid
Manure
Applied
(Field)
1000 gals
1,777.79
1,152.58
-625.21
Solid
Manure
Applied
(Field)
tons
0.00
0.00
608210 Database Version 4.1 Date Printed: 6/21/2016
WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with
soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table
provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
912
1
Rains
0.40
1.0
912
2
Rains
0.40
1.0
912
3
Rains
0.40
1.0
912
4
Lynchburg
0.50
1.0
912
5
Lynchburg
0.50
1.0
912
6
Lynchburg
0.50
1.0
912
7
Lynchburg
0.50
1.0
912
8
Lynchburg
4
0.50
1.0
913
10
Rains
0.40
1.0
913
11
Lynchburg
0.50
1.0
913
9
Foreston
0.50
1.0
608210 Database Version 4.1 Date Printed 6/21/2016
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each
source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent At clean out,
this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is
nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally
very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and
lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
5 Years Accumulation
Swine Farrow
-Finish Lagoon Sludge
- Standard
Corn 120 bu
150
14.69
14.30
' 28.61
42.91
Hay 6 ton R.Y.E.
300
29.38
7.15
14.30
21.46
Soybean 40 bu
160
15.67
13.41
26.82
40.23
608210 Database Version 4.1 Date Printed: 06-21-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered
by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates
that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is
negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either
of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with
the structure's temporary storage capacity.
available Waste Starar e Canatity
Source Name
Swine Farrow -Finish Lagoon Liquid
Design Storage Cajacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
48
1
2.
27
1
3
88
1
4
127
1
5
180
1
6
166
1
7
167
1
8
152
1
9
138
1
10
162
1
11
139
1
12
160
2
1
180
2
2
180
2
3
J
180
2
4
166
2
5
167
2
6
180
2
7
180
2
8
165
2
9
151
2
10
127
2
11
104
2
12
76
* Available Storage Capacity is calculated as of the end of each month.
608210 Database Version 4.1 Date Printed: 06-21-2016 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 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).
608210 Database Version 4.1 Date Printed: 6/21/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
608210 Database Version 4.1 Date Printed: 6/21/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be applied
at agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be 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.
608210 Database Version 4.1 Date Printed: 6/21/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
608210 Database Version 4.1 Date Printed: 6/21/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3
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 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): 4, 5, 6, 7, 8
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 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.
608210 Database Version 4.1 Date Printed: 06-21-2016 Crop Note Page 1 of 5

The following crop note applies to field(s): 10
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 11
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
608210 Database Version 4.1 Date Printed: 06-21-2016 Crop Note Page 2 of 5

The following crop note applies to field(s): 9
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 10
Small Grain: CP, Mineral Soil, low -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 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 following crop note applies to field(s): 11
Small Grain: CP, Mineral Soil, low -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 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.
608210 Database Version 4.1 Date Printed: 06-21-2016 Crop Note Page 3 of 5

The following crop note applies to field(s): 9
Small Grain: CP, Mineral Soil, low -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 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 following crop note applies to field(s): 1, 2, 3
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): 4, 5, 6, 7, 8
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.
608210 Database Version 4.1 Date Printed: 06-21-2016 Crop Note Page 4 of 5

The following crop note applies to field(s): 1, 2, 3
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 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): 4, 5, 6, 7, 8
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 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.
608210 Database Version 4.1 Date Printed: 06-21-2016 Crop Note Page 5 of 5

Brunswick County NC GIS
F j: +''i� •F .. .— .dam ;F - �-7H r. 1,f. • a.....-.,r� 1ds"
June 9, 2016
1 = 500 Feet
N
ryg�i.i..,ar. Map and parcel data are believed to be accurate, but accuracy Is not guaranteed. This is
al document and should not be substituted for a title search, appraisal, survey, or for zoning verlicatlon

-7441 /7 of 1 i ke O' L/"/,e �.7
Aj4C1- 017 Ce 97 C
THRUST BLOCK DETAIL
NTS
roarRIIC 1IMl NOTFF
1. 2' & 3' PVC PIPE SHALL BE BURIED A MINIMUM OF 24 INCHES BELOW
GROUND SURFACE 4' & 6' SHALL BE BURIED A MINIMUM OF 30 INCHES.
2. ALL PIPE SHALL BE CLASS 160 GASKETED UPS, PVC. THE SUPPLY UNE
SHALL BE 6-INCH & 4-INCH IN DIA. AND THE LATER/ LS SHALL BE 2, 3. & 4 INCH DIA.
a ALL ELLS. TEES. FITtI rpm oN5. ETC. SHAM pi: CLASS 200.
4. SUCTION PIPE ON PUMP SHALL BE MAINTAINED AT A DEPTH OF 15 INCHES
BELOW WATER SURFACE THROUGH USE OF A FLOATATION DEVICE
5. SPRINKLER SPACING OF B0' X 60' MUST BE UTU2ED ID MINIMIZE NO. OF
SPRINKLERS REQUIRED AND MAXIMIZE AVAILABLE ACREAGE
6. IRRIGATION PUMP SHALL BE BERKLEY MODEL B2WL 12 HP THREE PHASE.
IMPELLER SHALL BE TRIMMED TO 7.20'.
7. IRRIGATION PUMP SHALL BE LOCATED ON TOP OF DIKE WALL IRRIGATION
PIPE COMING FROM PUMP SHALL NOT BE BURIED IN DIKE WALL PIPE
SHALL BE RUN TO A HYDRANT AT THE DIKE BASE WHICH SHALL
BE CONNECTED 'ID THE SUPPLY UNES.
& A TOTAL OF 85 SPRINKLERS ARE REQUIRED, SENNINGE2 MODEL 7025RD 1-1'M
5/16' NOZAE OPERATING O 50 PSI. 20 GPM OR EQUI J. & NELSON P65 PART
CIRCLE VIM 7/32' NOZZLE O 50 P51.
9. A 1' WEBSTERMATIC QUICK COUPLER WITH RUBBER COVER (OR EQUIV.) SHALL
USED TAD PROTECT THE QQUCKI CO PL S A RUBBE2 C04Q2 SHALL BE
10. DUCT RISER CONNECTION TYPE SHALL BE LEFT UP T3 THE INSTALLER
BASED ON THE NEEDS OF THE GROWER. RECOMMEND USING 2 0R 3 ELBOW
CONNECTIONS FOR LATERAL PROTECTION.
11. THRUST BLOCKS WALL BE PROVIDE) AT ALL ELLS. BENDS, TEES AND VALVES.
12. PRESSURE GAUGE AT THE PUMP SHALL BE GLYCERIN FILLED TO ENSURE THAT
•WASTEWATER DOES NOT DAMAGE IT.
13. SUCTION PIPE ON THE PUMP SHALL BE 7-INCH IN DIAMETER. SOME KIND OF
STRAINER SHALL BE INSTALLED ON THE END OF THE SUCTION PIPE. A FOOT
VALVE CAN BE AN OPTIONAL ITEM.
14..SO1.1E KIND OF PRIMING DEVICE SHALL BE INSTALLED .1N THE SUCTION SIDE
OF THE PUMP./yTYPE AND BRAND SHALL BE LEFT OF ID THE CONTRACTOR.
15. LOW POINTS OF THE SYYS1fll »IDAl THE BE
OF 'HE SUPPLY UNE
AND
TRACT 912
FIELD 2
I r
L
TRACT 9121 1' L_
FIELD 3
TRACT 912
FIELD 4
TRACT 913
FIELD 1
TRACT 912
FIELD 3
J FGFND
FIELD BOUNDARY
DITCH BUFFER
ROAD EDGE
6-INCH MAIN PVC SUPPLY LINE
4-INCH MAIN PVC SUPPLY LINE
3-INCH PVC LATERAL UNE
2-INCH PVC LATERAL UNE
SPRINKLER
TREE
GATE OR GLOBE VALVE
ZONE IDENTIFICATION NO.
TRAVERSE SURVEY POINT
YN1v� 11101021C0101.003
114
.e
1ws
/1.
pUMP DETAIL
NTS
B. AND 6" STEEL PIPE SLEEVE
OR 8' AND 6" PVC PIPE PAINTED
DITCH CROSSING DETAIL
NTS
fm TEE
.124
STATE OF NORTH CARO_INA
DEPARTMENT CF ENVIRONMENT. HEALTH. NM MAIUIO L RESOURCES
DIVISION OF SOIL AND WATER CONSERVAT CN
Nhwi*I Rplmd OMEN
.....Pew A._... XL Ai4, e,.t a ..1d
MALCOLM GRISSET
IRRIGATION DESIGN FOR C & G FARMS
9FUNsmrts COUNTY
ReASIONa
r
RNIECT 9 1042
Alf
aCAlfl 1 N - 100 FT
2
MAW MI
0A,e 2-13-01
am®
CAM
4
R
maser N5 1 P 1
FaGUIf. 101..1.10,

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the site. You should NOT wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to ensure that this does not happen. This
plan should be available to all employees at the facility, as accidents, Ieaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
O stop recycle (flushing system) pump
© stop irrigation pump
3 close valves to eliminate further discharge
• separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
O. stop recycle (flushing system) pump
© stop irrigation pump
O make sure no siphon effect has been created
rJ separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 after
hours, emergency number: 1/800-662-7956. Your phone call should include: your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
253-2585
c) Instruct EMS to contact the local Health Department:
d) Contact CES: 253-2610
local NRCS office: 253-2830
and your integrator:
253-2250
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)

Land & Nutrient Management Certification Manual
ENVIRONMENTAL
EMERGENCY
PROCEDURES
'nvironmental emergenej
occurs which has potentia
or affecting water qualit
Contact MFF
Serviceperson
Lagoon dike has
breached/broken out
an a temporary dfs- Yes
be built to stop the .
discharge?
'an the discharge
ffluent be contained o
property?
■
Contact personnel in:
• Land & Nutrient Mngt
Heavy Equipment
* Servicperson
* Pyramid Manager
Construct
temporary
dike.
Take measures
necessary to
contain spill.
inmcert_doc_ 03/29/96
1
Lagoon level has
suddently dropped
without irrigating.
an you identi
the discharge
outlet?
an you stop th
discharge?
Call LNM &
Heavy Equipment,
personnel, service
person and
production
manager.
Monitor situation
until help arrives.
Take action
to stop
discharge!
■
Attempt to
contain
effluent on
property.
■
[rrigation/flush systems
malfunctioned creating
a significant leak.
a you capable , f
stopping source o
flow?
Yes
an repairs bx
made by farm
personnel?
No
Contact LNM
personnel and
Pyramid
Manager.
no
Obtain
materials
and make
necessary
repairs.
64 ©MURPHY FAMILY FARMS

Land h Nutrient Management Certification Manua!
helicopter need
o assess containmen
options?
do
Yes
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Contact LNM to
dispatch helicopter
(available within 30
minutes).
trunccrtdoc: 03/29/96
65
OMURPHY FAMILY FARMS

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(1 Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
ARemove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
( )+{Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation (ff' Maintain vegetative control along banks of
Growth / lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Feed Spillage
() Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
AMIC--November 11, 1996
( ) Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
) urce Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production G�!"�(egetative or wooded buffers;
(/Recommended best management
practices;
(riGood judgment and common sense
Animal body surfaces Dirty manure -covered animals 1lf D floors
Floor surfaces Wet manure -covered floors
Sjlotted floors;
( /Waterers located over slotted floors;
() F eders at high end of solid floors;
( Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; (vrfan maintenance;
Dust ( Efficient air movement
Indoor surfaces Dust (v)/Washdow.n between groups of animals
() Fed additives;
(v)`Feeder covers;
(v)Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater ()Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points
Lift stations
Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions (J Proper lagoon liquid capacity
Biological mixing (1 Correct lagoon startup procedures
Agitation (�fV�inimum surface area -to -volume ratio
Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
Vrigate on dry days with littleor no wind
nimum recommended operation pressure
( Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
bC--November 11, 1996

Storage tank or basin
�dface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
Uncovered manure, slurry
or sludge on field surfaces
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
(A/Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
Incinerators Incomplete combustion
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
( ) Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
(r)Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (► Farm access road maintenance
►^ads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig 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 Assuranc 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
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical-.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
AMOC--November 11, 1996
"EL -
MAR 2 6 201.
Reg-__.
(Landowner Signature)

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.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElRendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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.
El El 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 opiniontof 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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
L
3 J-/ T/��
Signature of Farm Owner/Manager Date
dc,.,
Signature of Technical Specialist Date

�.. fit* State-3 sop
at Cansiorac
L 4 7�C$/64i/
CP SRATOR: f a.JlCo /K.
Please review the attached plan and specifications carefuily. Retain
this plan for your use and reccrds. It is strongly recommended drat ycu,
ycur c:.ncractar, and Soil Canser.,acicn Service personnel are in agreement
as co hcw the waste lagccn is co be cons trsc:_d . The So i 1 Conservation
Service personnel will meet with ail concerned parties and walk over the
size to explain all flags and markings. It is important that everycne
understand what is expec:_d so that final ccnscructicn meets plans and
specification and the job can be cartided fcr payment (if cosz-snaring
is involved).-.
The pad dimensions and grades are the best estimate. The 3UILOE1 cr
CCNT.RACTCR is RE:pQNsIaLE for final layout and design of the pads. The
Soil Conservacicn Ser•vic_ personnel will assist in a 1 imi cod capacity,
as its major c:.ncern is the proper design and c.:nsz.-uczion of cne wasza
t:eaeaenc Iaccon.
The actual aatcuac of material required for pads and -dam may vary from the
estimacas. The design wilt attempt co balanca cats and flits as cicsa as
pess'tbae. If additional material is required after ccnszruc:icn is c.nole .e
on the tagcon, the contractor and cwner wilt negotiate on the price and
iccaticn of barrow area; •
,NOTE: Design Requirement: c1:ft.
Estimate of Excavation:
Estimate of Pad i; O i ke:
1./: / Ratio.
Sob Class
Oesigned ay
Name
Oeslgn Approval
lit j4a C.:nsal4anon Sanr.Ca
.s an ag•PCJ Of Mt
�f ,:.actartn•nt of .:gncaW!•
4303 /3
= cu.yds..
cu.-"z. r /OD3/ c::.yds.
cu.f:. = .9/9 3. c'i.yds.
Dam
Oa c_

•
Y�
Operator:MALCOLM GRISSETT County: Brunswick
Distance to nearest residence (other than
1. STEADY STATE LIVE WEIGHT
o Sows (farrow to finish)
O Sows (farrow to feeder)
O Head (finishing only)
650 Sows (farrow to wean)
O Head (wean to feeder)
owner):
Date:
X 1417 lbs. =
X 522 lbs. =
X 135 lbs. _
X 433 lbs. =
X 30 lbs. =
TOTAL STEADY STATE LIVE
WEIGHT (SSLW) _
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 281450 lbs. SSLW X Treatment
Treatment Volume CF/lb. SSLW=
Volume = 281450 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
08-26-93
1900 feet
0
0
0
281450
0
281450
Volume CF/lb. SSLW
1.0 CF/lb. SSLW
Inside top: length 275 feet ; width
Top of dike at elevation 50.20 feet
Freeboard 1.0 feet Side slopes
Total design lagoon liquid level at elevation
Bottom of lagoon at elevation 40.20
Seasonal high water table elevation 45.60
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH
2.5 2.5 2.5 2.5 270.0
220 feet
3:1(inside)
49.20 feet
feet
feet
WIDTH DEPTH
215.0 9.00
AREA OF TOP
LENGTH X WIDTH
270 215 58050 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
225 170 38250 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
248 193 190575 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
58050 190575 38250 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
430313 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
275 220 60500 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 60500 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 281450 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 68899 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 35291.667 Cubic feet
D. Volume of 25 year - 24 hour storm i
Volume = 8.0 inches / 12 inches per foot X DA
Volume = 40333 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 68899 Cubic feet
5B. 0 Cubic feet
5C. 35292 Cubic feet
5D. 40333 Cubic feet
TOTAL 144524 Cubic feet
7.0 inches

6. SUMMARY
Total required volume = 425974 Cubic feet
Total design volume avail.= 430313 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 281450 Cu. Ft.
At elev. 46.50 Ft; Vol= 282253 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 389979 Cu. Ft.
At elev. 48.40 Ft; Vol= 384644 Cubic feet (start pumping)
Seasonal high water table elevation is 45.60 Feet, which must
be lower than the elevation of top of treatment volume 46.50
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.3 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
138.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
92.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
frlr71#0ky 3/
LBS.
APPLY THE FOLLOWING:
2300 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
4.6 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
230 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS ±MMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added
to the system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.40 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 46.50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 104191 cubic feet or 779346 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.0= 3
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet of buffer (25 feet grass or vegetation
in cropland) around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources; Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. A11 stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans. C'a � - g'C 40;1/ 6 s - c le r. LtK
Construction:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. ,of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation. _
1 f 7i+i1 �`rc-ems oT �.e L% .47 o d .c 4tir
spe_sa {ccl e o � fly/woo,G�kCfet, -6 1./ Ce1Z-- p� d'sC4a.' ¢ r0? j .�a4.�
goo�r .` 1, /lc - �e..a tea.., `! P P
Vegetation: '.s ,1/ a,,4,�
•
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

SCS-ENG-53$
�.w 5.711
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION -TO? DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME /%'' %te•" / „44 Na DUCT • /4c.1�r i2 e,4
COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT
DATE /3 4 3
WATERSHED AREA MEAS tSNrS
CROPLAND ACRES PASTURE_. ACRES
'
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WOODLAND ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIOiiIST
_
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE- aN,1a 1n • fret)
.(Approz.
Locale WWI Dealt .n cOrlq line e/ dam and Wantd ji ow th th.
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Make and llst dam -site and
BORING NUMBER AND PROFILE
tpllhuay borings /hat. ManDawded area and borrow elf bonnie • sainerh
DEPTH
SCALE
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SCYDIG-5ri
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U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION, TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMERS NAME 1 ietICd# 4";ris4`>s DISTRICT'
DATE - —. /3 - 9 3 COUNTY // '
S. C. S. PHOTO SHEET NO. WORK (NIT
WATERSHED AREA MEAS REMINTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES
POND CLASS
WORK
UNIT CONSERVATIOirIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE- rode lit"' feet)
,(Approx.-
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NUMBER AND PROFILE
first. then pandad area and harrow pit borims. searate wpl vertloai red tine.
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U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner JYIJc0.1►N. err55
NC-ENG-34
September 1980
File Code: 210
County BvuKs
Community or Group No• Conservation Plaf,No.
Estimated Depth of Water to Top of Dam API Ft. Length of Flood Pool Ft_
G o,..sLe Tr p2�r e Info,
Date of Field Hazard Investigation. 1 �3-�i-3 • - 10, .uo ate,./p , µY1
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
•• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Abo
: 'Flood Plain: Flood Plain
-.Ft. Ft. . % _ . ; Ft. Ft.
1
• I • : •
- -
2
•
• • • •
3
Describe potential for loss of life and damage to existing or probable future downstreai
improvements from a sudden breach 4/ Fa:; • Y t �� sir c�r�re s.,, i% , /
K¢ 0_4 a, i/ 5, .C� ,suer cC /0,4, 4
row fYr v Li O c'' $/a,f A, A9, vier J
c2-• ' cs f7�j,'I t lc ai RoAd
>/p? rra cL
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V) i-o„,--Lk C/ s' 7a71
By
%;--torger‹,
(name)
(title)
C_
Date I-/3
Concurred By Date
(name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

IT,
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Post4t" brow fax trans -rift memo 7671
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PS,/ k 116 g.IINWORBI\-802

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.7 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 46.9 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 145578 cubic feet or 1088925 gallons. As stated before, this
volume will vary considerably from year to year.

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