960056_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 corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 96-0056
Certificate Of Coverage Number:
2.
Facility Name: BB&p�Farm
3.
Landowner's Name (same as on the Waste Management Plan
Michael E Kirby
4.
Landowner's Mailing Address: 1498 Antioch Rd
City: Pikeville
State: NC
Telephone Number: 919-7344640 Ext. E-mail:
5.
Facility's Physical Address: 1651 Antioch Rd
City: Pikeville State: NC
6.
County where Facility is located: Wayne
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"
Maxwell Foods Inc
10.
Operator Name (OIC): Michael 1 E.Kirb,
Phone No.: 919-734-4640
11.
Lessee's Name (if there is not a Lessee, write "None"): W Q,
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Wean to Feeder
3,200
O Leration T+ es
Swine
Wean to Finish
Cattle
Dry Poultry
Wean to Feeder
Dairy Calf
Non Laying Chickens
Farrow to Finish
Dairy Heifer
Milk Cow
Laying Chickens
Feeder to Finish
Dry Cow
Pullets
Farrow to Wean
Beef Stocker Calf
Turkeys
Farrow to Feeder
Beef Feeder
Turkey Pullet
Boar/Stud
Gilts
Beef Broad Cow
Wet Poulin
Other
Other
Non Laying Pullet
Layers
AWS960056
Zip: 27863
Zip: 27863
OIC #: 19408
Other Tvoes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

Ray COOPER
cewern"
MICHAEL 5, REGAN
Secretary
LINDAA CULPEPPER
pire^etor
Michael E Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville, NC 27863
~T •
NORTH CAROLINA
Environmental Quallty
February 27, 2019
., •. .'v�i�l:',��YLvu�
APR 022019
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 htt ://de .nc.eov/abvuVd-ivisions/water-resources/water- uali -re i pal-o erations/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 ord r to sure voui Conti red cover ge un r the State Non-Dischar a General Permits. ou must sub it an a li ation f r
permit coverage to the Div' ion. Enc sed Vou will find a "Ret uest for Certificate f Cover e Facility Currently Covered by an
E in Str Non-Disch a General Permit." The a lication form must be co lele si d and re rned ADril 3, 2019.
Waste
rn
Please note that von must inclu a one 1 co onclu reddinAthe aCAWMP e n nbee fou t Ponn eA 2 ofP he -renewal
com lete and sinned application form. A list -f items i
application form.
eneral permit within the time period specified may result in a civil penalty.
Failure to request renewal of your coverage under a g
lid general permit would constitute a violation of NCGS 143-215.1 and could
Operation of your facility without coverage under a va
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,
IVJ
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 - AWS960056
Maxwell Foods Inc
Z No th Cars na ©eaa rtrtle I t,:R Eav €onmenta 'qua tm 1 3 vS0r' 0f Wat_=
r Re&:'U<�5
512 N.sin St.
s ry � Cent=-r � 5a = gh. NoTth va€0 ra 2T2 S-1£3Z
lc7c t.a

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)
PRIMARY
7/8/1994
(,[
1 2 ]
Lrj &p
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), sinned b% 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]
A13RO22O19

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. (19 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 ci
a principal executive officer of the corporation):
L Name: 1" t 1 d [ * r` i `i 7 _ Title: d W IV-e,-'
a. R
Signature: I((4L EL Date: 0 ��
Name:
Signature:
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: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Kirby Brothers
Mike E. Kirby
1498 Antioch Road
Pikeville, NC 27863
[phone]
09-24-2014
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 27530-4708
919-734-5281, Ext. 3
Developer Signature A
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.
r I/ ., -
3s
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: l _� /I/
Technical Specialist Signature Date
---------------------------------------------------------------------------------------------------------------g----
Preview Database Version 4.1 Date Printed: 09-24-2014 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 611,200 gals/year by a 3,200 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1102
Incorporated
1322
Injected
1322
Irrigated
1102
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,102
3044
-1,942
1,844,934
-1,233,734
Year 2
1,102
5255
-4,153
2,915,591
-2,304,391
Note----------- In -------ur---c-----D-, --S--- m-- e--a-ns- ---s--ta--ndard - -sou-rce, -------e-----s--user--- --de------e-- d---s- o--urc-- --------------------------------------------------------
: soe IU manfine
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
569109 Database Version 4.1 Date Printed: 09-17-2014 Source Page 1 of 1

Narrative
This plan is for Facility #: 96-56. This plan replaces C&G SWINE
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Narrative Page 1 of 1

The table shown below provides a summary ofthe 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,
/here available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2575
P15
9.14
3.27
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4846
Pi
8.80
2.81
N/A
Exum
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4846
P17
8.92
1.89
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4846
P18
8.92
0.74
N/A
Exum
Com, Grain
130 bu
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8490
P10
11.70
2.29
N/A
Norfolk
Corn, Grain
113 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
8490
P12
11.70
1.99
N/A
Norfolk
Corn, Grain
113 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
8491
P19
20.50
1.62
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
8491
P4
10.80
2.57
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8491
P5
11.81
2.17
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8491
P6
10.80
2.17
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8491
P7 1
4.30
1.42
N/A ICraven
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
PLAN TOTALS: 117.39 22.94
569109 Database Version 4.1 Date Printed 9/17/2014
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

LI I Potential LeachiLiv Technical Guidance
< 2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>= 2 & (Moderate potential to contribute to Nutrient Management (590) should be planned.
<=10 1soluble nutrient leaching below the root
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 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).
569109 Database Version 4.1 Date Printed 9/17/2014
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The V -e Utilization table shown below summarizes the waste utilizatio._ .an for this operation. This plan provides an estimate of the numb., -L acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
abs/A)
Canm.
Fert.
Nutrient
Applied
Obs/A)
Res.
abs/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
2575
P15
S5
Exum
9.14
3.27
Corn, Grain
130 bu.
2/15-6/30
138
0
*20
Irrig.
118
65.46
0.00
214.07
0.00
2575
P15
S5
Exum
9.14
3.27
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
62.14
0.00
203.18
0.00
4846
Pi
SS
Exum
8.801
2.81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig.
15
27.74
0.00
77.95
0.00
4846
P17
S5
Exum
8.92
1.89
Corn, Grain
130 bu.
2/15-6/30
138
0
*20
Irrig.
118
65.46
0.001
123.73
0.00
4846
P17
S5
Exum
8.92
1.89
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
58.72
0.00
4846
P18
S5
Exum
8.92
0.74
Corn, Grain
130 bu.
2/15-6/30
138
0
*20
Irrig.
118
65.46
0.00
48.44
0.00
4846
P18
S5
Exum
8.92
0.74
Wheat, Grain
60 bu.
911-4/30
112
0
0
Irrig.
56
31.07
0.00
22.99
0.00
8490
P10
S5
orfolk
11.70
2.29
Corn, Grain
113 bu.
2/15-6/30
129
0
*20
Irrig.
109
60.47
0.00
138.48
0.00
8490
P10
S5
Norfolk
11.70
2.29
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
34.12
0,00
78.13
0.00
8490
P12
SS
Norfolk
11.70
1.99
Com, Grain
113 bu.
2/15-6/30
129
0
*20
Irrig.
109
60.47
0.00
120.34
0.00
8490
P12
SS
Norfolk
11.70
1.99
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
34.12
0.00
67.90
0.00
8491
P19
SS
Wagram
20.50
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
1 Irrig.
15
8.32
0.00
13.49
0.00
8491
P4
S5
Norfolk
10.80
2.57
Com, Grain
115 bu.
2/15-6/30
131
0
*20
Irrig.
111
61.58
0.00
158.26
0.00
8491
P4
SS
Norfolk
10.80
2.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
89.11
0.00
8491
P5
S5
Norfolk
11.81
2.17
Com, Grain
115 bu.
2/15-6/30
131
0
*20
Irrig.
Ill
61.58
0.00
133.63
0.00
8491
P5
S5
Norfolk
11.81
2.17
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
34.67
0.00
75.24
0.00
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 1 of 4

Waste Utilization Table
Year. 11
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Canm.
Fert.
Nutrient
Applied
Obs/A)
Res.
abs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
100D
gal/A
Tons
1000 gals
tons
8491
P6
S5
Exum
10.80
2.17
Com, Grain
130 bu.
2/15-6/30
138
0
*20
Irrig.
118
65.46
0.00
142.06
0.00
8491
P6
S5
Exum
10.80
2.17
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
67.42
0.00
8491
P7
SS
Craven
4.30
1.42
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
8.32
0.00
11.82
0.00
Total Applied, 1000 gallons
1,844.93
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-1,233.73
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
1
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
5691VO Database Version 4.1 Date Printed: 9/17/20 t WUT Page " -f 4

Waste U on Table vpar
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Niragen
PA
Nutrient
Reld
pbs/A)
Canm
Fert.
Nutrient
Applied
pbs/A)
Res.
pbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
pbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
.Iid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2575
P15
SS
Exum
9.14
3.27
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
101.59
0.00
2575
P15
SS
Exum
9.14
3.27
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
89.32
0.00
292.08
0.00
4846
Pi
SS
Exurn
8.80
2.81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
35
19.42
0.00
54.56
0.00
4846
Pi
S5
Exum
8.80
2.81
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
274
0
0
Irrig.
274
152.01
0.00
427.15
0.00
4846
P17
S5
Exum
8.92
1.89
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
58.72
0.00
4846
P17
I S5
Exum
8.92
1.89
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
89.32
0.00
168.81
0.00
4846
P18
S5
Exum
8.92
0.74
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
1 Irrig,
56
31.07
0.00
22.99
0.00
4846
P18
SS
Exum
8.92
0.74
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
brig.
161
89.32
0.00
66.10
0.00
8490
P10
S5
Norfolk
11.70
2.29
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
34.12
0.00
78.13
0.00
8490
P10
S5
Norfolk
11.70
2.29
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
73.79
0.00
168.97
0.00
8490
P12
S5
Norfolk
11.70
1.99
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
brig.
621
34.12
0.00
67.90
0.00
8490
P12
S5
Norfolk
11.70
1.99
Soybeans, Manured, Double Crop
34 bu.
4/1-9115
133
0
0
Irrig,
133
73.79
0.00
146,83
0.00
8491
P19
S5
Wagram
20.50
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
19.42
0.00
31.46
0.00
8491
P19
SS
Wagram
20.50
1.62
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
146.46
0.00
237.27
0.00
8491
P4
S5
Norfolk
10.80
2.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
89.11
0.00
8491
P4
S5
Norfolk
10.80
2.57
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
1 Irrig.
137
76.01
0.00
195.33
0.00
8491
P5
SS
Norfolk
11.81
2.17
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
1 Irrig.
63
34.67
0.00
75.24
0.00
8491
P5
S5
Norfolk
11.81
2.17
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
]trig.
137
76.01
0.00
164.93
0.00
8491
P6
S5
Exum
10.80
2.17
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
67.42
0.00
8491
8491
P6
P7
S5
SS
Exum
Craven
10.80
1 4.30
2.17
1.42
Soybeans, Manured, Double Crop
Small Grain Overseed
42 bu.
1.0 Tons
4/1-9/15
10/1-3/31
161
50
0
0
0
0
brig.
brig.
161
35
89.32
19.42
0.00
0.00
193.82
27.57
0.00
0.00
8491
P7
SS
raven
4.30
1.42Hybrid
Bermudagrass Hay
5.4 Tons
3/1-9/30
228
0
0
brig.
228
126.49
0.00
179.62
0.00
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 3 of 4

Waclu- FTfiliarnfirm Tahlr
Vaar 7!
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Qbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
abs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid I
Manure I
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gallA
Tons
1000 gals
tons
Total Applied, 1000 gallons
2,915.59
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-2,304.39
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.
56900 Database Version 4.1 Date Printed: 9/17/2f" ^ WUT Page " f 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
unoff. 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)
2575
P15
Exum
0.35
1.0
4846
Pi
Exum
0.35
1.0
4846
P17
Exum
0.35
1.0
4846
P18
Exum
0.35
1.0
8490
P 10
Norfolk
0.50
1.0
8490
P 12
Norfolk
0.50
1.0
8491
P19
Wagram
0.60
1.0
8491
P4
Norfolk
0.50
1.0
8491
P5
Norfolk
0.50
1.0
8491
P6
Exum
0.35
1.0
8491
P7
Craven
0.40
1.0
APR 022019
569109 Database Version 4.1 Date Printed 9/17/2014 IAF 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 application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
14.69
7.30
14.60
21.89
Hay 6 ton R.Y.E.
300
29.38
3.65
7.30
10.95
Soybean 40 bu
160
15.67
6.84
13.68
2053.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
569109 Database Version 4.1 . Date Printed: 09-17-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe 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.
4�ailahlP Wwztn itnrnoe. (7nnnrity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Ca aci (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
41
1
3
180
1
4
180
1
5
180
1
6
150
1
7
119
1
8
88
1
9
159
1
10
180
1
11
180
1
12
149
2
1
118,
2
2
180
2
3
180
2
4
180
2
5
149
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------ ------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Capacity Page I 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).
---------------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 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.
--------------------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 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.
------------ -------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 Specification Pape 4

Crop Notes
The following crop note applies to field(s): P 15, P 17, P18, P6
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): P10, P12, P4, P5
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 20-30 lbs/acre N and 20-301bs/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.
-----------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 1 of 5

The following crop note applies to field(s): PI
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid benmudagrass 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): P7
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 V 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.
----------------------------------------------------------------------------------------------------------------------------------------- -----------------
569109 Database Version 4.1 Date Printed:.09-17-2014 Crop Note Page 2 of 5

The following crop note applies to field(s): P19
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
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): Pl
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 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): P7
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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 3 of 5

The following crop note applies to field(s): P19
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 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): P15, P17, P18, P6
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 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 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): P10, P12, P4, P5
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 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 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.
------------------------------------------------------------------------------------------------------------------------ ------ --------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 4 of 5

The following crop note applies to feld(s): P15, P17, P18, P6
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 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): P10, P12, P4, P5
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 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.
------------------------------------------------------------- ----------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 5 of 5

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) (2 Sz) Q if6 " (+Z
Emergency Management System (EMS) _ 9 j I L(j(g) ?31 j1tj (7
Soil and Water Conservation District (SWCD) 111) 73* -52.8i x 3
Natural Resources Conservation Service (NRCS) (R 1 q) 73 4 - 5-28 1 x 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
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?
d. Did the spill Ieave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
q46-b 6 . After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
_ . Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: _
2 November 23, 2016

2) local SWCD office, phone number: (M) 73` - -5281. K3
3) local NRCS office, phone number: `i 1 0 ` 34 - M.x 3
4. If none of the above works call 911 or the Sheriff's Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: (&0 l 1 N , �N
b. Contractors Address: _ Pe-k NiSricwKith. N�. 4-2-c"sn
c. Contractors Phone: (2-5 2) F; 24 -1+(,3
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name: Joy
' -
b. Phone:j19) ?.rif -aj r1 .X 10,
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed
Z
_
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
F]" Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal
C�
Eliminate low areas that trap moisture along fences
wastes and feed wastage
N
and other locations where waste accumulates and
disturbance by animals is minimal
0
Maintain fence rows and filter strips around animal
N/rt
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal
0
_
Remove spillage on a routine basis (e.g.,
systems wastes
�
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
N9
Provide for adequate drainage around manure
stockpiles
0
Inspect for and remove or break up accumulated
"K?
wastes in filter strips around stockpiles and. manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids0 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
Lagoons and pits
designed
16 Remove bridging of accumulated solids at
dischar;e
• 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
Excessive vegetative Decaying vegetation
growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage 774 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; t5- to 30-day interval
during winter)
A MIC - N.oiveM6bCr i i , 19Q6, pug►. i

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
Good judgment and common sense
Animal body • Dirty manure -covered ❑ Dry floors
surfaces animals
Floor surfaces Wet manure -covered floors Slotted floors
l2f Waterers located over slotted floors
❑ Feeders at high end of solid floors
Scrape manure buildup from floors
0' Underfloor ventilation for drying
Manure collection Urine 0'Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition ❑ Underfloor ventilation
Ventilation exhaust • Volatile gases 0' Fan maintenance
fans • Dust Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals
Flush tanks Agitation of recycled lagoon
liquid while tanks are filling
❑ Feed additives
O feeder covers
Feed delivery downspout extenders to feeder
covers
❑ Flush tank covers
;T Extend fill lines to near bottom of tanks with
anti -siphon vents _
Flush alleys Agitation during wastewater Td Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11. 1996. naee 1

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 0 Sump tank covers
filling and drawdown Ar
Outside drain Agitation during wastewater 0 Box covers
collection or junction conveyance NIA
boxes
End of drainpipes
at lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
Storage tank or
basin surface
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
• High pressure agitation
• Wind drift
Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
, Extend discharge point of pipes underneath
lagoon liquid level
J1 Proper lagoon liquid capacity
0 Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
0 Minimum agitation when pumping
0 Mechanical aeration
O Proven biological additives
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
OK Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Bottom or midlevel loading
r/O Tank covers
/I/P Basin surface mats of solids
Nl� O Proven biological additives or oxidants

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine
Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
n e,rf-lr. wr__..._YL__ 1 1 1 nnc _....._ n

Swine Farm Waste Management Odor Control Checklist
_ Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial N n Extend drainpipe outlets underneath liquid level
decomposition �O Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
• Agitation when spreading
sludge spreader
. Volatile gas emissions
outlets
Uncovered manure,
• Volatile gas emissions while
slurry, or sludge on
drying
field surfaces
0 Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
O Soil injection of slurry/sludges
l" Soil incorporation within 48 hours
2"'Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals • Carcass decomposition 8' Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
0 Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access 2r Farm access road maintenance
public roads from roads
farm access
A KAO(' - Nnv. mhp r I i I QCK nn ffFa I

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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ZrRendering 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.
kJP 3 �l l
Signature of Farm Own-r/Manager Date
v i ature ohnical Specialist Date
. r

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

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

• 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 forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity 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.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manua!

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TOM CROCKETT IRRIGATION, INC. * P.o BOX 390 0 WILLIAMSTON, NORTH CAROLINA 27992 A 919-792--3t21
t1 td-er 16,2(X-D
Mr. (k—mpr tlr al
T_tS A-W':
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(7b1!- glx)m 1 NnrtJ i Carrylim 2751)
1.7 ur R—. lixxl,
'll-e travater uxl--LBmrd waste systall deaig-ed and insLalled for t'arl. Ki_rlyy Irrets MA4bttral. ltesuirce
Giz- atim Rava.ce clul.ifiratiam. Tie pipe is strut than feet deep; all fitters mm-e pxuperly Ilea
€Izrl gliLr 1 an places. Itte t11 en jLy#i a ncmte c,�.s uged to thrust block the erns, ninety -clew elbcxgs
alxl at the Exttp cli.se. nrgp. JlpAv sere no lenks in the system a -d the sysUn c>pemted as desi.gy-d
with arkffkite pm,%c;,t , sly h kler cxmwW, axl fn-.q)er tuffexs fmn de clitldps.
If i 1y tr. Of IL- l-er 110di) pte'-w, call..
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'7863

3 Soil Map —Wayne County, North Carolina
(Kirby)
QN
h
35" 29' 39" N
35" 29' 26" N
2376M 237740 2378M 237860 237920 237980 238M
3
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Map Scale: 1:2,790 if printed on A landscape (11" x 8.5") sheet.
N — — •Meters
0 40 80 160 240
Feet
0 100 200 400 600
f Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
3
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3/15/2019
Page 1 of 3

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35° 29' SD" N
35' 29' 39" N
Soil Map —Wayne County, North Carolina 3
(Kirby)
23735D 237390 237430 237470 237510 237550
3 3
Map Scale: 1:1,600 iF printed on A portrait (8.5" x 11") sheet
Mebers 80 12
F N 0 20 40 0 F
— Feet
0 50 100 200 300
Map prclecdon: Web Mercator Comer coordinates: WGS84 Edge tics: U rm Zone 18N WGS84
USDA Natural Resources Web Soil Survey 3/15/2019
21rm: Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 29' 50" N
35° 29' 39" N

ors>.
LL.S.D SCS'-CPA-026 1. Name and Address of Person
s(June 91)
oil Conservation Service CO-C jC,y► j,�
;23 q 4 3.� � dais �a
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION ice. kc u : 1 l NC .1786 3
s., ,. ne of USDA Agency or Person Requesting Determination 5. Farm No. and Tract No.
WPFn Y ERnn1RLE LANn
2. Date of Request
3. County
_
FIELD NO.(s)
TOTAL ACRES
S.. Is soil survey now available for making a highly erodible land determination? Yes No ❑
,.,.r
' ~t
7.. Are there highly erodible soil map units on this farm? ' Yes C - No 09
,.I *_
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program_
0. This Hinhiv Erodible Land determination wa`s comoieted in the: Office R Field ®
SECTION 11- WETLAND _ •
FIELD NO.(s)
TOTAL ACRES
r 1. Are there hydric soils on this farm? " Yes ng No ❑
12. Wetlands. (W), including abandaned wetlands, or. Fanned Wetlands (I "or Fanned Wetlands Pasture (FWP).
-
Wetlands may be fanned under natural conditions. Fanned Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985, as long as they are not
abandoned. ` :...
:3. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
1
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
z4l. Artificial Wetlands (AM.: Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
- - to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). _These wetlands are to be farmed according to the minimal -effect agreement signed
'the time the minimal -effect determination was made.,= : =.
1 .--,Iitiga6 rn.Wetlands (MIW). Wetlands on -which a person is natively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990.
17. Restoration with -Violation (RVW-year). A restored wedand that was in violation as a result of conversion after
November 28,1990, or the planting of ariagriculhtral commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland cornreifed between December 23,1985 and
November 28,1990, on which an agricultural commodity has not been planted
19. Replacement Wetlands (RPW).-Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site:
20. Good Faith Wetlands (GFW+year).. Wettands'on which ASCS has determined a violation to be in good faith and the
wedand has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28,1990.. In any
year that an agricultural -commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetiand (CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA. =
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and 4
installed will cause the area to become a Converted Wedand (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office �j[ field ❑ and was delivered mailed( the person on
28. Remarks. �', c /ma's . /4 f- JS ay) ?— elr39 GrN• c1 �; e Id 9- cam. T.- W 4 !o Cu'c AJ'0
9EL- . LAM Mud Let
29. 1 certify that the above determination is correct and adequate for use n determining 7311-'re of SCS District Co ervationist 31. Date
eligihiliryfor USDA program beneftis, and that wetland hydrology, hydric soils, and
hydrophyric vegetation under normal circumstances exist on alt areas outlined as
Wetlands Farmed Wetlands. and Farmed Wetlands Pasture.
Assistance and programs of the Soil ConswWdOn Service available without regard to race, milgkx; poor, sat, age, or handicap.
t i SCS Copy

x
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AV

USDA United States
DepartmenAgriculturel of
Wayne County, North Carolina
Farm 12127
Tract 1148
2019 Program Year
CLU Acres I HEL I Crop
2 3.25 NHEL
4 0.11 UHEL Noncroland
6 8.01 UHEL Noncro land
7 112.81 1 NHEL
Page Cropland Total: 16.06 acres
Map Created November 02, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
Restricted Use
p Limited Restrictions
■ Exempt from Conservation
Compliance Provisions
ucer andlorthe NAP 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 consequentia Ida mage 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 state.
Department of
Agriculture Wayne County, North Carolina
- 4Jayng .
1 r 7i;i_6_
elk
n
Farm 12127
Tract 4846
2019 Program Year
Page Cropland Total: 16.86 acres
- �� ., - • Map Created November 02. 2018
Base Image Layer flown in 2016
- Common Land Unit
- Cropland
+ r 't, •�'. • Non -Cropland
` ? 'OFTract Boundary
flti.' � �, Wetlan
+T:t "y d Determination Identifiers
: + + r
e � Restricted Use
a f •.:rr 0 175 350 700 Limited Restrictions
Exempt from Conservation
- - �■�� Peet Compliance Provisions
USDA FSA maps are mrFSA Program administration only. This map does not repmsent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the pod
ucerandlorthe NAIP imagery. The producer
accepts the del 'as is' and assumes all risks associated with its useany user's reliance on this data outside FSA Programs -
Wetland identifiers do not represent the size, shape, or specific determination ofthe area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS-

_USDA United States
Departmen—r�— Agriculture Wayne County, North Carolina
Agriculture
Farm 12127
Tract 4847
2019 Program Year
CLUJAcres I HEL Crop
Page Cropland Total: 25.22 acres
Map Created November 02, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
4p Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
Iucer andlorthe 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 foractual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not representthe size, shape, or specific determination ofthe area. Refer to yourodginal determination (CPA-026 and attached maps) for exact boundaries and determinations orconlact NRCS.

L IS i1 A United States
Department of Agriculture Wayne County, North Carolina
®
Farm 12127
Tract 8490
2019 Program Year
CLU Acres HEL Crop
4 0.91 NHEL
7 1.73 NHEL
11 1.32 NHEL
12 0.4 NH EL
13 12.66
14 4741 UHFL Noncro land
Page Cropland Total: 17.04 acres
Map Created November 02, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
®Tract Boundary
Wetland Determination Identifiers
0 Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
lucer 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 consequentiaIda mage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specified etermination of the area. Refer to your original determination (CPA-020 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA United States
Department of Agriculture Wayne County, North Carolina
Farm 12127
Tract8491
2019 Program Year
CLU Acres HEL Crop
3 4.56 NHEL
5 3.01 NH EL
9 2.21 NHEL
10 10.07 NHEL
15 2.28 NHEL Noncro land
23 13.86 NHEL Noncrepland
Page Cropland Total: 19.85 acres
Map Created November 02, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
®Tract Boundary
Wetland Determination Identifiers
Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
ucerand/orthe NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibil fly 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 specificdetermination of the area. Refer to yourodginal determination (CPA-020 and attached maps) for exact bound a Has and detemtinations or contact NRCS.

I P
5'� TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 160.0 25600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day. 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5b-i Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14933.3 cubic feet

r.
r
Volume of 25 year - 24 hour storm
Volume = 7.0 inches
/ 12 inches per foot * DA
Volume = 14933.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B.
5C. 0 cubic feet
5D. 14933 cubic feet
14933 cubic feet
TOTAL 53311 cubic feet
6. SUMMARY
Temporary Rainfall in texcee
_ s
25 s of evaporation========___> 180 days
yboa 24 hour rainfall=====_=======._ "> Inc
hes
Side sl pes======---- _____'___________________> 7.0 inches
1.0
Inside top widthh= ____-_ ________________ 3.0 feet
ToOf 160.0 feet
Bott m o fke elevation=====---------------- -> 160 0 f et
• e
Total requiredon elevation=============-----> 57.5 feet
Actual volume======== ===______ _> 47.0 feet
Seasonal high volume===== 149311 cu...ft.
Stop PumpingheieVertable-elevation (SEy�)=__> 152200 cu. ft.
Must be > or _ ------------------ 53.1 feet
Must be > or __` to the SHWT elev.=========_> 53•9 feet
Required to min• req• treatment el.=> 53.1 feet
minimum treatment volume=====______ 53.0 feet
Start Pumping um stop pumping elevation=====__=____> 96000 Cu. ft.
.Must P- ping elev.=====_=====_______---- -> 96573 cu ft.
be at bottom of 55.8 feet
Actual volume less 25 freeboard & 25 yr, rainfall
Volume at start l'r•' 24 hr..rainfall==>
Required volume to beng elevation========_=_> I37266 cu. ft.
Actual volume planned Pumped====---=-==-=-==> 136047 cu. ft.
Min. thickness of to be Pumped==========> 38377 cu. ft.
WA soil liner when required==> 39474 cu. ft.
' - DESIGNED By: 1.5 feet
�' �RONvd APPROVED By: 4�`
DATE : N JEMP &A hxwmS
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLC
COMMENTS:
*
*
*
7���fSC ice'• L.
*
*

unr.r,i i yr �
f OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation.. Care should be
taken when applying waste -to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 55.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 53.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 38377 cubic feet or
287061 gallons.

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

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

SHEET 2 OF 2
Soil -liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily. separate. Water
shall be added to.borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement.of the next
lift.
The single most important.factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot.
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as -soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
I

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FORD= LAGOONS
Landowner' 14RL K(County . wAYNE
Community or Group No.
Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of km .. Z_Ft. Length of Flood Pool l60 Ft.
Date of Field Hazard Investigation- 3 -/-
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 Above
Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
1 l
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Tt*46, StAbD� I3 R' a%tA No bXNke 70
�b' 7 Sp? i. 3 4�—
Hazard Classification of Qam_ (a�' b,
Dam.Classification (I,,II III, IV,
By,
name
e
c) (see NEM-Part 520.21)
V)
Concurred By_ /'x— A4�— cc
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date -4Ir
Date % S'
12