820378_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
Von -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 hrjorntallon and stake any necessary corrections below.
Application inns[ be signed and dated by the Permillee
1. Farm Number: 82-0378 Certificate Of Coverage Number:
2. Facility Name: Goshen Farms of ENC. LLC
3. Landowners Name (same as on the Waste Management Plan): Goshen Farms of Enc LLC
4. Landowners Mailing Address: PO Box 10009
City: Goldsboro State: NC
TelephoneNumber: 919-222-1471 Ext. E-mail:
5. Facility's Physical Address: 1704 Coker Store Rd
City: Mount Olive State:
6. County where Facility is located: Sampson
7. Farm Managers 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"):
1 p_ Operator Name (OIC): Dennis R. Waller
11. Lessee's Name (if there is not a Lessee, write "None"):
NC
Dennis R Waller
919-653 2572 Ext.
TDM Farms Inc
Phone No.: 919-658-3572
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Farrow to Wean 2,400
Operation Tvpes:
AWS820378
Zip: 27532
Zip: 2836�
OIC M 19985
'n•im
CAtile
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
farrow to Feeder
Beef Feeder
Boar/Siud
Beef Broad Cow
lyet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknovm)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
. "Redline"
(inches)
I
o
Z D S
09 39-d
t9 4* -
2
1
O 03 t�
9l,000do
j -19.-68—
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWN P) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
'fhe CANVMP must include the followumg components:
I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by wWch 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 NVUP
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
S. 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 CANVMP includes any components not shown on this list, please include time additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any . false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. ( I8 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporattiioon�
):
Ptif i�-
Name: ' " t��✓� v Title:
Signature: Date:
dame: —__ _ ___ Title:
Signature: - _� _ Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DIVR
Animal Feeding Operations Program
1636 flail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Pet-initReneival@tic(lenr.gov
FORM: R1+.NEWAi.-S"rA'I'E GENE1L11. 0212019

version —November 26, 2019
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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ ❑ death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
❑ ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
F-1 ❑ 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).
❑ ❑ 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.
Signature of Farm Owner/Manager
D e
Date

Date: 3 !S IAO /
f .-
Farm 60-C 4 e-0, /4-nw-S ;i- FOI -3%$
Reference: Mortality Management Methods Form — Composting System
At this time a copy of our composting system approval letter and permit
information is being requested from the NC Department of Agriculture &
Consumer Services Veterinary Division. As soon as it is received, a copy will be
sent NCDEQ DWR Animal Feeding Operations Program or sent directly from
NCDA to DWR.

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Goshen Farms of FNQ LLC (82-378)
Lee Mason
PO Box 10009
Goldsboro, NC 27532
[phone]
11-29-2016
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-26 8
De oiler Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
ignature (owner) D e
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:
e nic-al Specialist Signature Date
---------------------------
638903 Database Version 4.1 Date Printed: 11-29-2016 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing -Wean ling Lagoon Liquid waste generated 7,687,200 gals/year by -a
2,400 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9238
Incorporated
11085
Injected
11085
Irrigated
9238
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,238
10143
-905
8,440,542
-753,342
Year 2
9,238
10519
-1,281
8,753,887
-1,066,687
--- --- - ---------------
-------
Note: ___ In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
638903 Database Version 4.1 Date Printed: 11-29-2016 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for.each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Leaching
Index
Soil Series
Crop Sequence
RYE
L(LI)
Tract
Field
Total
Acres
Useable
Acres
8335
2
9.56
7.59
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8335
UN 1,3A
15.17
11.61
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
8339
4
6.60
5.75
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
8339
5
8.00
5.75
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
8339
6,6A
7.90
7.27
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
8339
7
11.44
5.60
N/A
Kalmia
Corn, Grain MENNEN
110 bu.
NONE
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 58.67 43.57
LI Potential Leaching 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 soluble nutrient leaching below the root
zone.
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).
638903 Database Version 4.1 Date Printed 11/29/2016
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Vpnr 1
VV aaaq�
Tract
vau■u■a■vu
Field
■
Source
ID
wv■�
Soil Series
Total
Acres
Use.
Acres
-
Crop
- - -
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Felt.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
8335
2
S9
Norfolk
9.56
7.59
Corn. Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
92.37
0.00
701.091
0.00
8335
2
S9
Norfolk
9.56
7.59
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
52.01
0.00
394.76
0.00
8335
UN 1.3A
S9
Norfolk
15.17
11.61
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
483.07
0.00
8335
UN1,3A
S9
Norfolk
15.17
11.61
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
1 222
184.74
0.00
2,144.85
0.00
8339
4
S9
Wagram
6.60
5.75
Small Grain Overseed
1.0 Tons
10/ 1-3/31
50
0
0
Irrig.
50
41.61
0.00
239.25
0.00
8339
4
S9
Wagram
6.60
5.75
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
966.56
0.00
8339
5
S9
Wagram
8.00
5.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
239.25
0.00
8339
5
S9
Wagram
8.00
5.75
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
966.56
0.00
8339
6,6A
S9
Wagram
7.90
7.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
302.49
0.00
8339
6,6A
S9
Wagram
7.90
7.27
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
1,222.07
0.00
8339
7
S9
Kalmia
11.44
5.60
Corn, Grain
110 bu.
2/15-6/30
125
0
20
Irrig.
1 105
87.38
0.00
489.32
0.00
8339
7
S9
jKalmia
11.44
5.60
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
631
52.01
0.00
291.261
0.00
638 ' Database Version 4.1 Date Printed: 11/29/2016 WUT Page 1 of 3
C

tll.-..a T..hl
Vpar 1
VYQJIC
VLUIGAUVu
aavtc
--
- -
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
pplied
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
(Ibs/A)
(Ibs/A)
(lbs/A)
1000
Applic.
Applic.
Source
Total
Use.
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Tract
Field
1D
Soil Series
Acres
Acres
Total Applied, 1000 gallons
8,440.54
Total Produced, 1000 gallons
7,687.20
Balance, 1000 gallons
-753.34
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.
63 8 - Database Version 4.1 Date Printed: 11 /29/2 t h WUT Page 2 of 3
Y

VAOY 7
Waste
Tract
unuza><wn
Field
iaFjie
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
-
RYE
AppGc.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
AppGc.
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
8335
2
S9
Norfolk
9.56
7.59
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
63
52.01
0.00
394.76
0.00
8335
2
S9
Norfolk
9.56
7.59
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
114.01
0.00
865.31
0.00
8335
UN1,3A
S9
Norfolk
15.17
11.61
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
483.07
0.00
8335
UN1,3A
S9
Norfolk
15.17
11.61
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
184.74
0.00
2,144.85
0.00
8339
4
S9
Wagram
6.60
5.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
239.25
0.00
8339
4
S9
Wagram
6.60
5.75
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
966.56
0.00
8339
5
S9
Wagram
8.00
5.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
1 Irrig.
50
41.61
0.00
239.25
0.00
8339
5
S9
Wagram
8.00
5.75
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
966.56
0.00
8339
6.6A
S9
Wagram
7.90
7.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
302.49
0.00
8339
6,6A
S9
Wagram
7.90
7.27
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
168.10
0.00
1,222.07
0.00
8339
7
S9
Kalmia
11.44
5.60
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
631
52.01
0.00
291.26
0.00
8339
7
S9
Kalmia
11.44
5.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
114.01
0.00
638.44
0.00
Total Applied, 1000 gallons
8,753.89
Total Produced, 1000 gallons
Balance, 1000 gallons
7,687.20
-1,066.69
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.
638 : Database Version 4.1 Date Printed: 1 1/29/2p 16 WUT Page 3 of

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
8335
2
Norfolk
0.50
1.0
8335
UN 113A
Norfolk
0.50
1.0
8339
4
Wagram
0.60
1.0
8339
5
Wagram
0.60
1.0
8339
6,6A
Wagram
0.60
1.0
8339
7
Kalmia
1 0.50
1 1.0
638903 Database Version 4.1 Date Printed 11/29/2016 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.
I nonnn Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Conn 120 bu
150
14.69
63.72
127.45
191.17
Hay 6 ton R.Y.E.
300
29.38
31.86
63.72
95.58
Soybean 40 bu
1 160
15.67
59.74
119.48
179.22
-------- -- - -- - ------
-------------------
638903 Database Version 4.1 Date Printed: 11-29-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available
Source Name
waste a ora a k U dUiL
Swine Farrowing-Weanlin La oon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
67
I
2
62
1
3
76
I
4
82
I
5
113
1
6
145
1
7
164
1
g
158
I
9
163
1
10
148
I
11
140
1
12
125
2
1
113
2
2
104
2
3
117
'?
4
126
2
5
160
2
6
180
2
7
180
2
g
180
2
9
180
2
10
158
2
11
140
2
12
118
* Available Storage Capacity is calculated as of the end of each month.
638903 Database Version 4.1 Date Printed: 11-29-2016 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
638903 Database Version 4.1 Date Printed: 11/29/2016 Specification Page 1

(,PN 7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate s uch that ru noff d oes n of occu r offsi to or to surface waters a nd in a
method which does not cause drift from the site during application. No
po ndi ng 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.
__ __ __
638903 Database Version 4.1 Date Printed: 11/29/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialistt. 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.
638903 Database Version 4.1 Date Printed: 1 1 /29/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------- --- - -- - -- -------------------- --
638903 Database Version 4.1 Date Printed: 11/29/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2, 7
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 20-30 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): UN1,3A
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.
-----------------------
638903 Database Version 4.1 Date Printed: 11-29-2016 Crop Note Page 1 of 4

The following crop note applies to field(s): 4, 5, 6,6A
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 Ibs/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): UN1,3A
Bermudagrass: CP, 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.
638903 Database Version 4.1 Date Printed: 1 1-29-2016 Crop Note Page 2 of 4

The following crop note applies to field(s): 4, 5, 6,6A
Bermudagrass: CP, 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): 2, 7
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 Ibs/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.
---------- - ----- - --- - -- --- ------ g
638903 Database Version 4.1 Date Printed: 11-29-2016 Crop Note Page 3 of 4

The following crop note applies to field(s): 2, 7
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 20-301bs/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.
638903 Database Version 4.1 Date Printed: 11-29-2016 Crop Note Page 4 of 4

USDA United Stales
Departmentf
Agriculture
Sampson County, North Carolina
Farm 21189
Tract 8335
2016 Program Year
CLU
Acres
HEL
Crop
1
2.92
UHEL
2
9.58
UHEL
3
6.52
UHEL
4
0.71
UHEL
6
1.29
UHEL
Noncro land
7
0.74
UHEL
Noncro land
8
0.05
UHEL
Noncro land
9
2.32
UHEL
Noncro land
12
15.79
UHEL
Page Cropland Total: 35.52 acres
Map Created January 16, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
OTract Boundary
Wetland Determination Identifiers
• Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
�ducer and/or the NAIP Imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm ServiceAgency assumes no responsibility for actual or consequential damage Incurred as a result of any user's reliance on this data outside FSA Programs.
wetland identifiers do not represent the size, shape, or specific determination of me area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA United States
�..� Department of
Agriculture Sampson County, North Carolina
2
3
17
6
7
7 ,y
ON.
Orr r
'i,
t• .�
0 285 570 1.140
Farm 21189
Tract 8339
2016 Program Year
CLU
Acres
HEL
Crop
1
1.76
UHEL
2
0.63
UHEL
3
2.85
UHEL
4
12.8
UHEL
6
12.81
UHEL
7
12.64
UHEL
8
4.64
UHEL
Noncro land
9
1.83
UHEL
Noncro land
10
67.84
UHEL
Noncro land
1716.42
IUHEL
" I Page Cropland Total: 49.91 acres
Map Created January 16, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
/, Non -Cropland
F)mTract Boundary
Wetland Determination Identifiers
• Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather h depicts the information provided directly from the producer and/or the NAIP Imagery. The producer
accepts the data'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responslbllay for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Welland IdentRers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA United States
Department o/ Sampson County,
r North Carolina
4 I
WAi
At
3
■
1
2
4
Farm 21189
Tract 8342
2016 Program Year
CLU
Acres
HEL
Crop
1
5.72
UHEL
2
13.19
UHEL
3
12.75
UHEL
4
1.4
UHEL
5
0.53
UHEL
Noncropland
6
9.72
UHEL
Noncropland
7
1.33
UHEL
Noncropland
8
0.46
1 UHEL
Noncropland
Page Cropland Total: 33.06 acres
Map Created January 16, 2016
J
Base Image Layer flown in 2014
Common Land Unit
Cropland
, Non -Cropland
OTract Boundary
Wetland Determination Identifiers
• Restricted Use
�s 0 200 400 Q 0 Limited Restrictions
Exempt from Conservation
Feet Compliance Provisions
USDA FSA maps are for FSA Pmgmm administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer andfor the NAP Imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Welland identifiers do not represent the size, shape, or specific detemination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and dote aninations or contact NRCS.

I

Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
kJa/lam ,�'
County: S42►A,QSo7
Date:
EXHIBIT D-1
Fleldl
Number
Approximate
Maximum
Useable Size
of F1eld2
(acres)
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate3
(in/hr)
Maximum
Application
per Irrigation
Cycld
(Inches)
Comments
UN
/% 6
A)*A
O —e
J3 IS •6- OVvsc-e-i
SO o
��O .150�kA,
C MOW
7-17
FAA
)4- 1 Is - 0 )Ms cow
s• G- O
- 6-0 2. 5 a
• So • S v
/.0/.96
d
04 C44 Irl
S
'Sec attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, i:ield Office Technical Guidc, Section D G. Awwal application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
'ATE, 1996

El
oph,i CROCKETT IRRIGATION, INC. • P.O. BOX 3900 WILLIAMSTON, NORTH CAROLINA 278920 919-792-3121
May 18, 1993
Mr. Steve Waller
897 Waller Road
Mount Olive, North Carolina 28365
The solid set underground waste system designed and installed for
you meets Soil Conservation Service specifications. I made
three on -site visits while Todd was installing the system. The
pipe is about three feet deep and he used two elbows at each
riser. All fittings were properly cleaned and glued in place.
Todd used more than enough concrete to thrust block the ends,
ninety degree elbows, and at the pump discharge. I was also there
at initial start up of the system. There were no leaks in the
system and the system operated as designed with adequate
pressure, sprinkler coverage, and proper buffers from
the ditches.
If I can be of any further help please call.
Thank you,
Preston L. Parker, Jr.
PLP/jda

II-1 I ILI I a 4nI
.I' III {! I
r.-1 I t Llama �' II-j I II Il!_I
17 I
I I I11 j j' I III 117-I-'.
In
i I
I
r
,
1.i_-_,�
i
...
1C1.,ti._,
r
-
.- -, •.
I1�
.-._ --rill II� �.
�il li+l-i-._ri I i i�
l�t r.'.c I
IIII I
_
—ti—YYT'-I_L'__�

n
ZO-1
5

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC NMP
Field Background Information
Field Name: G 4
Soil Map Unit: FACEVILLE 0-8
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth 3.0+
Available Water Holding Capacity - 1.5 feet : 2.0
Maximum Irrigation Rate - inches per hour : 0.40
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :3/10/1998

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: UN1
Soil Map Unit: WAGRAM 0-8
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth 3.0+
Available Water Holding Capacity - 1.5 feet 1.3
Maximum Irrigation Rate - inches per hour 0,fe • So
Maximum Amount per Irrigation Event - inches: Oy2'/.o
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :3/10/1998

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
FieldrInformation Backg Background
Field Name: 2,3,3A,5
Soil Map Unit: NORFOLK 0-8
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth 3.0+
Available Water Holding Capacity - 1.5 feet : 1.7
Maximum Irrigation Rate - inches per hour : 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :3/10/1998

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
g
LJ
Field Name: Y.
Soil Map Unit: MARVYN 0-8
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth ?
Available Water Holding Capacity - 1.5 feet ?
Maximum Irrigation Rate - inches per hour ? •s o
Maximum Amount per Irrigation Event - inches: ? t-o
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :3/10/1998

Wettable Acres Interpretation
Agriment Services Inc.
P.O. Box 1096
Beulaville, NC 28518
[phone]
Grower Information
TRACK CODES
:FIELD # `- = .
PULL CODES
PULE: WIDTHS :'`
PULL LENGTHS
1�ACRE =' 43 60'' '
WETTABLE ACRES
--
Y�
1
232.00
950.00
43;560.00
5.06
2' _
2
--J:23200 '�
475.00'43"56000
'�"
2.53
_
3
.232
600.00
43,560.00" .
3.20
T339
7:
4
�° 232:00
450.00
*`' 43'S60.00 `"
2.40
i
TOTALPULLS 4 ,1`OTAI; ACRES 13.18
NOTE: 80% EXTERIOR PULLS FOR WETTED DIAMETER OF 290'

FA
MrAM
fie, / -,
/0. cj
jr, "Z.
Ll
4R.
933
i.;%V- tt
ao
f

3000 AND 3250 SERIES
SPECIFICATIONS
INSIDE STANDARD
MODEL AXLE DIAMETER I LENGTHS -
OE HOSE AVAILABLE
30001 3.0" 910'.
3250 1 3,25" E40'
1 952 - 1 995-
43
Y E A R S O F
E X C E L L E N CE
Cadman
POWER EQUIPMENT
STANDARD
FEATURES
_ • Honda 4 hp. OHV engine.
Single chain drive on drum using
p
• Slewing ring turntable.
heavy duty traction pins.
Fast Hitch Tool Bar • High flotation tires -
• 3" x 6" tube frame.
• 4 gallon aluminum fuel tank.
• 4 coats of paint.
• Automatic gun cart stop.
Best quality 2406 medium density
• Hose build-up safety switch.
hose.
• 3 wheeled high clearance gun
• Gear driven telescopic stabilizers.
Q
cart and towing clevis.
• Disc brake to prevent hose recoil.
• Nelson SR 150 Gun
• 4" x 25' feeder hose
r
• Lift kit for gun cart.
• Mechanical speed compensation
e
nP•
OPTIONAL
FEATURES
• • Fast. hitch tool bar.
• Riser extension for gun cart (orchards)
• • • . • • Komet 633 varkangle wind gun.

The Cadman 3000/3250 is a versatile traveller used for many different
water applications as well as liquid manure and municiple waste.
Model
Flow Rate _;1-
GPM
Inlet Pressure,
PSI
Hose Length
Hose
. I.D.
Lane "
. Spacings .
Acres -
per Pull.
Time To Apply
1 inch acre
Time per Pull
3000
225
130
910,
3.04"
260
6.5
120 minutes
13.0 hours
270
150
910'
3.04'',
260
6.5
100 minutes
10.8 hours
3250
300 .'
130-
840'
3.25''l;
280
6.1
90minutes
9.1 hours
360
150
840'
325"
280
6.1
75 minutes
7.6 hours
Cadman Fowe! Equipment Limited. whose policy is one of continuous improvement.
reserves ule r,cn:to change spec Jlcations, design or prices without incurring
ooligalmn
Cadman Power Equipment's 43 years of leadership and
experience in design and manufacturing stands behinc
every Cadman Traveller produced. A complete line of
pumps. pipe and accessories are all available from one
company.
i

'4
1!V- + ,, .:
-� C-A-71.0 YORIMGATION EQUIPM___.... T---'v'-�
xors ERMPUCER C
_._..EN.__r __._..
Ar' I have access to) the
,certify tify that .(own.,.
(producer)
following;
irrigation equipment:
CP
TYPE IRRIGATION AND SIZE ZS510
AVAILA13LE FROM a� s
^;
(awncr of equipme-tit)
I further certify that, through the Arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary according to my waste management plan.
Signature
(producer)
Date 3

cil "x •e' f d �Y � ( 'tom H c u (tv 'L,
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-'Y
�•o United States soil
Department of Conservation P. 0. Box '27307
Agriculture Service Raleigh, North Carolina 27611
suBjECT: 210 (40)--11 - Waller Farms Lagoon, DATE: May 12, 1980
Sampson County
To: W. B. Williams, Area Conservationist
SCS, Lumberton, North Carol i na 28358
The enclosed plans for the above Class IV design have been reviewed
and are approved.
obert G. Jessu.
State Conservati Enginee
Encls.
Irb j LC (i '-4 - 80

WC—ENG-24 U.S. Department of Agriculture
8/72 SoII Conservation Service
(formerly NC-100)
Request for Engineering Assistance
NAME WA.( LER FA. R M
rn ■ -.�rr+i.r��r��■ �—.■.�— -..ter �
WORK UNIT 4S0,6-MP50M Co(J^A'rY
TYPE OF JOB
Drainage: 0, D. Tile Pump Group
Farm Pond: Stock Water Irrigation Fishing & Recreation
Impounded Excavated
Irrigation Terracing Striperopping Grassed Waterways
Lagoon ✓ Other
WORK M BE CHARGED 70
CO-1 REAP A c- P Watershed: RC&D :
TYPE OF ASSISTANCE REWESTED
1. Needs and feasibility 5. Layout Assistance
2. Survey Assistance 6. Constr. Supervision
3. Design 7, Final Check
Design Approval ✓ 8. Other
Estimated job class: I II III V
DATE ASSISTANCE REQUESTED 414 Y
PRE YleVs IVC .Z Z A 7—CD ♦ A/
CV -rwls L46o4nn/ .?QE gOZS7"iN6 - -o ASS /s7r TEE
S 457-F/►E JV /,CC 8F ' FDMFM.VE-b T'b hfi9NDG E �o o �Sd Ws - �AlZ.2 o uJ -
iN1S11 . 7&S iylz e 8E
)4fE CYCLE XZLsy iN 'rAlf �PPZJV6 AI00SF5_ -Z7N IWY 0041.Vl"
7WiS WIZ4 Of A. FR.sr ec,pss ,oPF,P.gMAf l�/�- Ajtzx- lvea-D
AT T 3 CQPl Lis c F- 7-A46- ,09.Pe0,Vz,7a
(Dis ict nservationist)
LATE: �cf APPROVM:
„M,,..a.M WOM. Tn" 1972 ( Area Conservationist)

S AMPS ON COUNTY
Waller Farms - Sampson County
LAGOON DESIGN
CONTENTS
FORMS
Conservation Plan Map, NC-00NS-5
Waste Management Plan
Animal Waste Management Worksheet
Design for Disposal Area
Plan for Excavated Pond, NC-ENG-14
Estimate for Embankment
Estimate of Excavation, ENG-5 23A
Topographical Map and Profiles, ENG-315A
Soils Investigation, SCS-ENG-538
Job Class IV
Designed by
Approved by
Approved by
Q Qq 3
ea 4-1 144161
DATE
# OF SHEETS
4-3 0-80
1
4-09-80
2
4.09-80
3
4.30-80
1
4-30-80
2
4.28-80
2
4.28-80
1
4/80
1
4.23-80
1
Date 4/30/80
Date
Date

�/\ NC-CONS-5 CONSERVATION PLAN MAP
N Approx. Scale 1" _
Prepared By
UNITED STATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE
Cooperating with _ Sampson Soil and Water Conservation District
Owner Waller Farms Operator Dennis and Steve Waller
Acres _ 199 County Sampson State No Co _ Date Prepared 4/30/80
USDAfC!-FORT WORTH TEX. 1971

1
Date - 4/9/80
ANIMAL WASTE MANAGEMENT WORKSHEET
I Waller Farms
SAMPSON COUNTY
INTRODUCTION
Dennis and Steve Waller farm and also raise hogs• They plan to construct a
facility that will handle 480 sows. This will be a total confinement farrow -
to -finish operation* Plans are to use the latest technology available re-
garding the hog houses and waste management.
SITE OONDITIONS
The site is located on a farm near Wayne county- It will be approximately
1200t south of SR 1726 and approximately 3/4 mile west of Wayne county boun-
dary. The topography is gently to steeply sloping* The soils are Norf olkv
Marvyn and associated series- There are no occupied houses within 1000 feet.
The site is well screened by woods and topography -
PROPOSED PLAN
The system will consist of a tvo-stage lagoon* Effluent from the hog houses
will be flushed into the larger treatment lagoons Anerobic activity will
take place here• Once the effluent reaches the relative elevation of 28•�
it will flow into the flush or secondary lagoon* Water will -be pumped out
of this iagoon.and used to flush the houses* This re -cycle two -stage lagoon
is a closed system except for periodic pump -out for land disposal of waste•
NOTE: An additional source of water will be required until the system is
functioning as designed* The lagoons will be excavated with a __ 1 1
slope* All dams or dikes will have a combined slope of 5:1 with a 2
foot minimum top width* The landowner will be responsible for obeying all
local,, state, -an d national laws and securing necessary permits •
All disturbed areas to be planted in permanent vegetation. The following
grass will be planted:
Prepare a suitable seedbed* Stockpi.G._-op.soil during construction
and place it in a 2" - 4" layer over dam and slopes if at all possi-
ble* Apply lime at a rate of 100 lbs./1000 sq* ft- or 2 tons/acre.
Apply fertilizer (10-10-10) at a rate of 20 lbs-/ 1000 sq• f t • or 1000
lbs•. ac• Seed with tall fescue (KY-31) at a rate of 1.5 lbs•/1000 sq•
ft• -.r 50 lbs•/ac• Run a cultipacker or other suitable equipment over
area to place seeds into ground. Seeding dates are February - March
and Septimber - Octobers
K Establish in coastal or common bermudagrass- may be broadcast
onto a suitable seedbed. Approximately 50 bushels of sprigs is recom-
mended per acres Disk in sprigs and use s cultipacker or other suit-
able equipment to f ir►_m the soil after planting* Apply lime at a rate
or 90 lbs..! 000 sq• €i.• or 1.5 tons per acres Apply fertilizer
(5-10.10 or 10-10-10) at a rate of 10 lbs•/1000 sq- ft• or 500 lbs-
ner .creo Apply additional nitrogen as needed•

W
The maximum and minimum design levels for the flush or secondary lagoon
are as follows:
MAXIMUM DESIGN LEVEL MINIMUM DESIGN LEVEL
= Relative Elevation ! 26.5 = Relative Elevation 1_ 9.0
= Invert of Pipe Discharging = �7.5_ Feet Below Discharge
into the Flush Lagoon Pipe
Disposal by land application is to be started before the fluid level in the
flush or secondary lagoon reaches the maximum design level. Removal of the
effluent is to be stopped at or above the minimum design level. It is re-
commended that effluent be pumped from the flush (secondary) lagoon both
for flushing and land disposal. These lagoons are designed for waste treat-
ment*
OPERATION AND MAINTENANCE PLAN
1. Keep vegetation on embankment and areas adjacent to the lagoon mowed.
2. Repair eroded areas and vegetate.
3. Apply lime and fertilizer annually or as needed.
4. It is strongly recommended that the treatment lagoon be precharged to
one-half of its capacity to prevent excessive odors during startup.
Precharging reduces the concentration of the initial wastes entering
the lagoon thereby reducing odors.

ANIMAL WASTE MANAGEMENT WORKSHEET
FIELD OFFICE Minton DATE _ 4/09/80
Name
658-9557 (Steve)
Address Route6_ Mt.
Olive. N. C. 28365
_ _ PH.
658-5631 (Dennis)
Location The site is
located 42 rrooAlMt� 2001
south of SR
1726 near the _
Sampson/Wayne
countv bo_undarv._
PROJECT DESIGN DATA
Type Operation
_ 4_80 Sows x 350 lbs. =
1689000
lbs.
20 Boars x 350 lbs. =
_73000
lbs.
40-120 _ Pigs x 110 lbs. =
475.200
lbs.
Pigs x 40 lbs. =
lbs.
Total lbs. _ �GSi�.200_
Type House(s)
Flush X
Pit Pit Dimensions x x
Number of Houses
Dimension. of Houses
Excess rainfall 511
25 Year Storm 7"
Estimated Size of Lagoon
Estimated Waste Generation
8.4 lb./100 lb. hog/day
Method of Applying Effluent to Land Irri gat- in
Times to be Emptied Per Year
NOTE: Number of pigs based upon 480 sows at 9 pigs per liter•

! )ESIGIv FOR TREATMENT LAGOON
' For anerobic treatment, figure 1 lb. hog i 1 cu. ft. of storage fui waste
Treatment.
�1. 6500200 lbs. Hogs/Year = 650,9200 cu* fte of storage
2. Planned Capacity:
i
930 x 90 x 12 W/ 2'k : ___ 1.__ SS = 651,9600 '� cu. ft
Length Widt h Depth
;' DESI•JN FOR FLUSiI LAGOON
' 3 . `waste Ceaerat ion:
i .
8.4 lbs./d.iy/100 lbs. x 650,200 lbs. x 365 days =
62.4 lbs./cu. ft.
.4. Excess rainfall for waste treatment lagoon:
V'
319v473 ✓ cu. ft.
5" ; . 42) �g0 x 90 = 359154 cu. f t .
Length Width
5. Excess rain+{all for flush lagoon:
51'
x 90
= 109773 to,"cu._t.
Length
Wirth
i
iTotal
capac4-v
ndeded (a d,
, 41, ar•d =
3659400
cuo
ft.
f
7. Divide # 6
2
Number .f t4mes to be
emptie.s
per ;agar_;:
1 R2_ZQQ✓
_ u. f
t .
285
90 x
12
W r —: �5 —
1872200
cu.
ft.
"?a for 2_5
Fear
S:: orrr 1^ �_ reatment lagoon:
s _ ..
9....
x 90 =
._�546
c�:.t.
:Qt:1
�hTZu�
for 21
year
storm i : i lush lagoon:
T • 5 C. %
2.85
X �.�.. r. 90 —
877_
cu •
W1.4* 3?

N
N
N
(2)
11. Total srorni storage required:
(To be scored in flush lagoon) 639423 C*U. ft.'
2. Storage (.-;p;.;cj.ty in flush lagoon:
x x 2*5 64$125 cu. ft*
20 ✓
Average Le:i-4th Average Width Depth
13. Add one (1) loot of freeboard, to storm storage for a total of 305 f t.
of dam (di:ke) above planned fluid level in flush lagoon.

Date 4/30/80
DESIGN FOR DISPOSAL AREA
Waller Farm. LAGOON
1. Nitrogen Produced = _ 6500200 lbs. x 0.048/100 lb./day x 365 days
Nitrogen Produced = 113.915 lbs.
2. Figure 75% N. loss due to evaporation and volatization. It is anticipated
that the flush operation with recycled treated effluent will expose Nitro-
gen to the atmosphere and result in N. loss.
1139915 lbs. x 25% = 289479 lbs.
3. Figure applying 600 lbs. N./Acre of Coastal Bermuda/Year.
28.479 lbs. = 47 Acres Needed
600 lb./Acre
OR
�280479 lbs. _ 142 Acres Needed
200 lb./Acre
r

' _�it/Sil>� I�EA,Su2E /r1E�T�
NC Form No. 60
Rev. June 1968
UNITED STATES DEPARTMENT OF AGRICULTURE
Soil Conservation Service
PLAN OF EXCAVATED WAsr& TRL--a7r mrN-r L,A600N
SCD .S. /4-05 +/
Farm Name R4lLEre FA.2M No. ACP ✓ Date
Req.
LENGTH 930'
\ SI DE SLOPE LXTO 1
AVE. TOP ELEV. CFLCJ 1 a F-L)AY
5
ti
—� — __MI D SECTION!
Fx—
_—_-_-I
I / \ __ -L x 9 /
�3 AVE. BOTTOM ELEV.
• v � v
LENGTH.,
0741; ']
Volume ,z4,13 3 cu. yds. Acre f t . Pond Use jdg*4-e
12' berm with less than 6' spoil height sloped away from pond
1' berm with less than 3' spoil height uniformly spread & sloped away from pond
Volume in depth F(area of top) + (area of bottom) + (4 x area midsection
cu yds. 6
27
Surface Area acres (If more
than 0.25 ac. "Impounding Permit"
is required)
Volume ACP Cost Sharing 3Z, ooc
cu. yds.
Soil Type _ Alkr.tl K gr /WdIP*"
B.M. Desc iption _ �Il1i� h7
bds a c"ia► /5'f.4.Sweeiocj,&s
.40Cdk.d d &) ' M d
o %o 4.i4e /9r
E1ev
Distribution
.-
1 copy farmer
1 copy farm plan folder
Location Sketch

•• NC Form No. 60
Rev. June 1968
UNITED STATES DEPARTMENT OF AGRICULTURE
Soil Conservation Service
PLAN OF EXCAVATED FLasK LAGoo-
SCD <SA"PY, I
Farm Name k4arg No. ACP Date 4 -,30 -Sc
Req.
LENGTH iZ SS
\ SI DE SLOPE!/xTO I
0 a �,
a ,,, ; AVE. TOP ELEV. CFU; D, /o�
ti
SECTION
� I
---- a /
/ \ 0
AVE. BOTTOM ELEV.
/ 3
LENGTH %t•ZS �/
Volume 4933 cu. yds. Acre ft. Pond Use WAsrF—
TQE�*"r'MEx�
12' berm with less than 6' spoil height sloped away from pond
1' berm with less than 3' spoil height uniformly spread & sloped away from pond
Volume in depth Farea of top) + (area of bottom) + (4 x area midsection
cu yds. 6
27
Surface Area acres (If more
than 0.25 ac. "Impounding Permit"
is required)
Volume ACP Cost Sharing
cu. yds.
Soil Type
B.M. Description
Distribution:
1 copy farmer
1 copy farm plan folder
Location Sketch
See. MC (Po Fir► W ash L49t crt

M.MG-12
(formerly NC-71)
U.S. Department or Agriculture
Soil Conservation Service
VOLUME ESTIMATE FOR EARTH EMBANKMENT-M AYMEM-T- LL^6`04
Name WALLEa. 7Fp►2M
Address
Embankment: Top Width IZ. Side Slopes
STATION
FILL
HEIGHT
( Feet)
END AREA
(Sq. Ft.)
SUM OF
END AREAS
(Sq. Ft.)
DISTANCE
( Feet)
DOUBLE
VOLUME
(Cu. Ft. )
p H-o a
3..5
7
+ 3 c
4,0
ZOCD 5 c/
-70000lll
a
70
8.0
z5lp ✓`
4 t 8�
zoo
i 44-o
10.0
3 70✓
G 2 cod
70
43 s zo
504
STa,'/
1 C)o
I (atoo(ca ✓
r
10+30
1z.o
504-V
I009✓
oe
00800
I( +-3 0
10.40
d
-70
$74 y
100
8`T400 ✓
1;L-?j-0b
$.0
z.5w
GZ .
70
438 a4>
1 3+ &,
(0.0
!
1 0 0
4 r g co✓
oa
4_-o
88,
Z50
1 00
Z5000✓
5 5o
2.0
lZZ
50
I83oo-
0
34-
! '7 °
5-7 SO'
1. Double Volume of Fill = 2= _�34=-Ca195v Cu. Ft.
2. Volume of embankment fill (line 1 ; 27)= 135&2•7✓Cu. Yds.
3. Allowance for settlement ' 1096 of line 2) V' Cu. Yds.
4. Total cubic yards ( line 2 + line 3) = l-4-919 Cu. Yds.
Computed by Date
rs...�a..r .o.►M. �w hs:

. NC-E7IG-12
8 /72
'(formerly NC-71)
U.S. Department or Agriculture
Soil Conservation Service
VOLUME ESTIMATE FOR EARTH EMBANKMENT F'Lc3.sN L4Eoor1
Name %Af ALLffa FARM
Address Rr 6 , Mr. 0L%VE , K -C. •'J-85 GS
Embankment: Top Width IZSide Slopes S:I Ta-ML-
STATION
FILL
HEIGHT
( Feet)
END AREA
(Sq. Ft.)
SUM OF
END AREAS
(Sq. Ft.)
DISTANCE
( Feet)
DOUBLE
VOLUME
(Cu. Ft. )
64400
0.0
0
p-l-6o
2.0
34
400
ao4o
.Z 4-9S
, ' 3.5
-7
/0-7
aP-
075
v
2a- 95
Z.c
✓
io `7
io
i o7o ✓
3+35
d•o
o
3
4-o
is�o✓
1. Double Volume of Fill 2= /4Z_7z.5' Cu. Ft. /
2. Volume of embankment fill ( line 1 ; 27)= 5Zg.Co Cu. Yds.
3. Allowance for settlement (5 or 10% of line 2) = 5Z• Sc� Cu. Yds.
4. Total cubic yards ( line 2 + line 3) = 5o I. 5 ✓ Cu. Yds.
Computed by #wad A&2bsa-n Date 4 - 21- 8 0

^/.c. S•4.PRsav Co.
//. 4 6se� If -zs - 00
Cu'T jq A%z ArsT/Mpre.
i
7- WAT NCW- LACoo-Y
FL vs.(/ L96co�J
4tJ.4U E,e AA,ewfs GA bon N
4 eye eu� /o. yt
Si z e 50' X. � •30 ' 2 % : I SS
,f 0 : C 8 3-700)+ C 33364) +- (:L31ZO
YOLCIme
21
JoLume •13 k 349 4-S a 6c ¢, o46
VoLurne= 2 2,.. 37 2.
Size- o4• LAIccol go' Y. 2.85 2 (55
16•� (�5�50�+ �1414� + �4i,239�
-�—
VoL.�mt ;Z•-77 ( ;4303) " 2.0 SS 19
21
• /4 9" 9 cam. gals .
s S Z. cam.. ids . � see a i+ar-bed shee+s
4v
7V LS ,�xc�txx dYl
221 37.Z. +- 74.Z 3 ?,9 9 9 -5 cam.• tills .
F'i��ofiJl�i»Pn
/4- 9 i 9 ,.. 1 5. 50 1 C-CA.. y d5
oeoordL o� 4e
.Cd�oan v�' ,�� 6aw�►��JPril�'.

1
S S :z :
SS z'/Z :
Width 1, 7-
Bottom Elevation 16•0
I
a t.
TYPICAL VIEW_ OF A TWO -STAGE LAGOON; SYSTEM
WALLEK FARMS LP4.aok
ISAMPSoK Co.
`TFea4-me4 fL05ti
Pipe Settled Top Elevation 3
Emergency Sp i 1 lway Ef -evat ion
s .4 ;/Z- : _,_,_

SCS-ENG-538 U. S. DEPARTMENT Of AGRICULTURE~
IIMv. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO, DETER MINE SUITA$ILilY.7OF�.PROPOSED"POND SITE
r-
CROPLANDWATERSHED AREA NEASUREMENTS
.•De . •. " ••Asia)
:SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Ap*pr'o'x. wile 1"= fe�41
Locate reference point -A center line of dam and Identify on skelck
MEMO■■■■�■■■���■■■■■■■■r■■
MEN■■■■■■■■■■■■■■■■■■■■■■■■
MEMNON
MEN
NEESIMMEMENNEEM
■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
MEMENEMMENEENEENINININE
ENEEN
MENNEENIMENES
NEENEEMINNIMMIN
■■■■■■■■■■■■
■■■■■■■■■■■■■
EMU(Continued
BORING NUMBER AND PROFELE
Nake and list dam -site and spillway borings first- then pondird area and borrow pit borings -separate with vertical red Unc
on back where necessary) Show water table elevations an dam -site borinos.
IQ1Q9©��I�Ip
�lm�ml©�Imlmlml®im�E�71
-
®I01�
��W.'�!i!®'ii'i
i!i■lil®�®ii'iiil®�ilii®I®i■

SC-/5 .U. S. DEPARTMENT OF AGRICULTURE -
" OCTOB OEIE ER 797� - SOIL CONSERVATION SERVICE
SOIL MAP X
Owner Waller Farms Operator Same
County Sampson State North Carolina t
1 Soil survey sheets) or code nos. 0_1 Approximate scale 111 = 1320t
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
x with Sampson Conservation District
x.,
711
736
6 36SB �� r ` r�'�y-xis•'
VIE
spa 447
W_;.
- 417 �`•`
36
365,
1, z u.
4Is{
t�q
376
i f
3659
�'_ ctsa ca t 3 70 13
—_ 365,q / s9 ; 3%
e. \
t 360q
�70
3653 f.
r
I
f1 Ye {ter .
4 :7,
Comp ,fie RL
r
t �
• y

01

Operator:STEVE WALLER County: SAMPSON Date: 03/18/94
Distance to nearest residence (other than owner): 0 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
0
Head
(finishing only)
X
135
lbs. =
0
1200
Sows
(farrow to wean)
X
433
lbs. -
519600
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 519600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 519600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 519600 cubic feet
3. STORAGE"VOLUME FOR SLUDGE ACCUMULATION OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume = 0 cubic feet REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 1215 feet ; width 90 feet
Top of dike at elevation 30.00 feet
Freeboard 1.3 feet Side slopes 2. 5: 1 (inside)
Total design lagoon liquid level at elevation 28.70 feet
Bottom of lagoon at elevation 16.00 feet
Seasonal high water table elevation 0.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1208.5 83.5 12.70
AREA OF TOP
LENGTH X WIDTH
1209 84
AREA OF BOTTOM
LENGTH X WIDTH =
1145 20
AREA OF MIDSECTION
LENGTH X WIDTH X 4
1177 52
100910 (Area of Top)
22900 (Area of Bottom)
243587 (Area of Midsection X 4)
CU. FT. _ [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
100910 243587 22900 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 777657 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon ( top of dike)
Length X Width =
1215 90 109350 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 109350 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 519600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 127198 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 63787.5 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 63788 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 127198 Cubic feet
5B. 0 Cubic feet
5C. 63788 Cubic feet
5D. 63788 Cubic feet
TOTAL 254773 Cubic feet

Total required volume =
Total design volume avail.=
774373 Cubic feet
777657 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 519600 Cu. Ft.
At elev. 0.00 Ft; Vol= 345067 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 713869 Cu. Ft.
At elev. 0.00 Ft; Vol= 345067 Cubic feet (start pumping)
Seasonal high water table elevation is 0.00 Feet, which must
be lower than the elevation of top of treatment volume 0.00
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

e"""?erator:Steve Waller
County:
Sampson
Distance to nearest residence
(other
than owner):
I. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
0 head (finishing
only)
x
135
lbs.
1200 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 04/09/96
1600.0 feet (5c4J eQ
= 0
lbs
= 0
lbs
= 0
lbs
= 519600
lbs
= 0
lbs
0
Total Average Live Weight = 519600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 519600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 519600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
4.
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
Inside top length (feet)--------------------- 350.0
Inside top width (feet)---------------------- 260.0
Top of dike elevation (feet)----------------- 52.0
Bottom of lagoon elevation (feet)------------ 40.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 254.0 11.0
AREA OF TOP
LENGTH * WIDTH =
344.0 254.0 87376 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
278.0 188.0 52264 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
311.0 221.0 274924 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
87376.0 274924.0 52264.0 1.8
Total Designed Volume Available = 760034 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 260.0 91000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 91000.0 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 = 519600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 949136 gals. or 126889.8 cubic feet
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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
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 = 53083.3 cubic feet

low
3D, Volume of 25 year - 24 hour st
orm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 53083.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
126890
cubic
feet
5B•
0
cubic
feet
5C.
53083
cubic
feet
5D.
53083
cubic
feet
TOTAL 233057 cubic feet
6. SUMMARY
Temporary storage period=============------=>
180
days
Rainfall in excess of evaporation=- ------==>
25
7.0
inches
year
y - 24 hour rainfall============-----=>
7.0
inches
Freeboard=================-=========-------=>
Side slopes=================================>
1.0
feet
Inside top length========================--=>
3.0
: 1
Inside top width======================-----=>
350.0
feet
Top of dike elevation=================-==--=>
260.0
feet
Bottom of lagoon elevation======-==--------=>
52.0
40.0
feet
Total required volume=======================>
Actual design
752657
feet
cu. ft.
volume=====================--=>
Seasonal high watertable elevation
760034
cu. ft.
(SHWT)===>
Stop pumping elev.==_______________
47.1
feet
Must be > or = to the SHWT elev.==========>
48.1
47.1
feet
feet
Must be > or = to min. req. treatment el.=>
Required minimum
46.0
feet
treatment volume===========>
Volume at stop
519600
cu. ft.
pumping elevation========---=>
Start pumping elev,______________
521438
cu. ft.
Must be at bottom of freeboard & 25 yr. rainfall
50.4
feet
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start
706951
cu. ft.
pumping elevation===========>
Required volume to be
703994
cu. ft.
pumped================>
Actual volume planned to be pumped==========>
179973
182556
cu. ft.
Min. thickness of soil liner when required==>
cu. ft.
1
7. DESIGNED BY: AGRIMENT SERVICES INC APPROVED BY: �•••`a� •;O.GAPQt"
�sroy�.
DATE: L'11119 6 DATE: �
• S
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN %.,��°�'••;�c�) . n.�.
COMMENTS: ��i,,,_ CLYOE_��•�`�
*
*

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. no 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.

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 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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 necessaryto 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 tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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EMERGENCY ACTION PLAN
PWONINil p q`o S`l4
DIVISION OF WATER QUALITY (DWQ) 910-9*6- /Stir
EMERGENCY MANAGEMNET SERVICES (EMS) 910-.55d -,rA(o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) i0-S52-75C/?
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9*0-55,E-794.?
COOPERATIVE EXTERSION SERVICE (CES) 7/0-5u -7i4,1
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overlow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
r B. Runoff from waste application field -actions include:
a. Immediataly stop waste applica-ion.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure siphon occurs.
a. Stop all flows in the house, fiusn systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from -i-,e embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrovving animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

r2
3
4
rd
1
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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies
a. During normal business hours call your DWG regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheri"'s Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
Contact the technical specialist who certified the lagoon INKS, Consulting
Engineer, etc.)
a. Name: Warn!:) '5n ncP
b. Phone: 9)0 " 5 7S L3
7. Implement procedures as advised by DWG and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

c
r
OPERATION & MAINI`ENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make 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
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, 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 AM-�`
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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the 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
unddrtaking 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 rumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of. vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording 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 inflow 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 occour 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 lever (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.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, 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.
Niaintain 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:

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam.. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and 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.

r SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
aource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production 1 ! Vegetative or wooded buffers;
l l Recommended best management
/p racnces;
IN Good iudcment and common
Animal body surfaces Dirty manure -covered animals aeOry floors
Floor surfaces Wet manure -covered floors pq Slorred floors;
Q/Waterers located over slotted floors;
1 1 Faedars at high and of solid floors;
(! Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
W'Fraquent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
11 Uncar':oor ventilation
Ventilation exhaust fans
Volatile gases;
Fan maintenance;
Dust
P/E?ficiert air movement
Indoor suraces
Dust
( ,asrcown between groups of animals
f Fsec acditives;
11 Feaeer covers;
O Fsec ❑e6very downspout extenders to
feeeer .avers
opi :ar.cs
Agitation of recycled lagoon
1 1 F?usr :ar.K covers
liquid whiles tanks are filling
(! Ex:e-c `ill lines to near bortom of
;arks with anti -siphon vents
Fiush alleys
Agitation during wastewater
( i Uraar'.00r flush with underfloor
conveyanance
ver:da:ion
Pit recharge paints Agitation of recycled lagoon () Ex:enc rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stadcns Agitation during sump tank filling (i Sump tank covers
and drawdown
CU:aide cram collection Agitation during wastewater (1 Box avers
or junction boxes conveyance
End of draincipes at lagoon Agitation during wastewater (1 Exterc discharge point of pipes
underneath lagoon liquid level
Lagoon sar:-aces Volatile gas emissions
(*fPrcoer lagoon liquid capacity
Biological mixing
(! Carrec: !agoon startup procedures
Agitation
( ))/Minimum surface area -to -volume ratio
(N �•Aimmum agitation when pumping
( ) Meahanical aeration
( I Proven biological additives
Irn;=_: o- scrr,der nozzles High pressure agitation y rnga:e In dry days with little or no wird
Wind drat: (7/h;in,—_m recommended operation pressure
:r:ake near (agoon liquid surface
I I Por^c .'-= second -stage lagoon

F lye -,anK at casin Partial microbial decomposition
( I Bottcm ar midlevel loading
surface Mixing while filling
( 1 Tank covers
Agitation when emptying
(1 Basin surface mats of solids
(1 Proven bioiogical additives or oxidants
Settling basin surface Partial micobial decomposition
(1 Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
(1 Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
( ) Soil injection of slurry/sludges
spreader cutlets
Volatile gas emissions
( I Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
(I Sail infection of slurry/sludges
or sludge on field surfaces
I) Sail incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animais
Carcass decomposition
Proper disposition of carcasses
Dead arimai disposal
Carcass decomposition
(1 Compiete covering of carcasses in burial pits
pits
(I Prober location/construction of disposal pits
Incinerators
Incomplete combustion
I ) Secorcary stack burners
Standing waver around Improper drainage (ecrace ar.c landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
r1re iracitad onto public Poorly maintained access roads Farm access road maintenance
1, s :rom farm access
Additional Information: Available From
Swine Manure Management: 0200 RUIe,BMP Packet NCSU-County Extension Ce.rer
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine ?roduction Facility Manure Management-. Pit Recharge —Lagoon Treatment-, EBA"c 128.88 NCSU-BAE
Swine ?roduc:ion Facility Manure Management-, Underfloor Huse --Lagoon Treatmant; ESAE 129-88 NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EEAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: ESAE Fact Sleet NCSU-BAE
Controiling Colors from Swine Buildings: PIH-33 NCSU-Swine Extension
Environmentai Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO1C7, 139S Conference Proceedings F:orida Coocerative Extension
The issues checked (v4erzain to this operation. The landowner;integrator agrees to use sound judgment in applying
Odor ccn;rci messures as practical.
I cerify zhe aforementioned Odor control Best Managment Practices have been reviewed with me.
r
(Landowner Signature)
,c.- c- • 1. 13ec

r INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (VFiush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation (N"Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along wa:ar's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems ie.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
f 1 Clean in; spillage on a routine basis !e.g. 7-10 day
inter+ai during summer; 15-30 day interval during winter).
Feed Stpraga Accumulations of feed residues (lj/Reduce moisture accumulation within anc around
immeciate perimeter of feed storage areas by
insuring crainage away from site and/or providing
adequate containment (e.g.. covered Sin for
brewer's grain and similar high moisture grain
procuc:si.
(I Inspect for and remove or break uo accumulated
solids 7r. filter strips around feed storage as needed.
Animal Holding Areas
r
AMIC--Nave.moer 11, 1996
Accumulations of animal wastes f 1 Eliminate low area that trap moisture aicng fences
and feed wastage and Wter locations where waste accumulates and
and pis-crpance by animals is minimal.
1 1 Maintain ,`ante rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

(0111�
Manure Handling
t.,, f
Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative "Extension Service, Cepartrrent of Entomology, Box 7613, North Caroiina State University, Raiei n. INC
2769E-7313.
AMIC--Ncvember 11, 1996

Mar 2519,09:41 a
NCDA&CS Veterinary Division
Dead Animal Disposal Inspection
County: SnM6Y6A_iVMO: JC3G'#q Date:
Owner Name: r Phone: `j/0 37-0..7/7 74M
or Address: 917 rJ lycl.-�Qa/
Corporation 1• Premise ID:
Premises Name: ,f/p/ F�iri(t�%'i. Phone:
or Address: r
Farm Premise ID:
Type of Operation: Total Capacity: 9zrwh 411W,
Type of Animals Present: ❑Cattle Xswine ❑Goats ❑Sheep ❑Equine ❑Poultry ❑Other
Type of Disposal: ❑ Burial XCompost ❑ Incinerator ❑ Rendering ❑ Other
Reason for Visit: ❑ Routine ❑ Complaint ❑ Re -Inspection R6ther 4 t fir,/�
satisfactory
Minor Discrepancies
Unacceptable
Nc may:, ,eljr( 01_11N!
Insects/Flies
^ r
/ ✓e) Odor `Jlo b Pi>y
Odor
J�/ /J/ ��/
C!�,,A, r'OO'(0,4
Drainage
o ijvAcrr�S u/.�e�rt9 ems
Rodents/Scavengers
Condition of
F�O"pl%k
Composter/Material
J/
/°
r( Cia4F r: a.1 r,1((
Biosecurity
Guidelines Followed
Temperatures (if taken): '�'A
Recommendations/Remarks: n
Owner/Grower's Signature NCDA&CS Signature