670013_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30. 2019. the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 67-0013 Certificate Of Coverage Number: AWS670013
2. Facility Name: Watchoverva Farms #2
3. Landowner's Name (same as on the Waste Management Plan): - Mervin Todd Thigpen
4. Landowner's Mailing Address: 115 Kirbv Thigpen Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-4618 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 3165 Kinston Hwv
City: Richlands State: NC Zip: 28574
6. County where Facility is located: Onslow
7. Farm Manager's Name (if different from Landowner): Todd Thigpen
8, Farm Manager's telephone number (include area code): 910-298-4417 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): J C Howard Farms
10. Operator Name (OIC): Phone No.: 919 658 6713 OIC #:
Meev'n -aged 7h,31ek Flo-3a-387r aretoi
Lessee's Name (if there is not a Lessee, write "None"):
11.
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Swine - Wean to Feeder
Operation Tunes:
Allowable Count
3,520
3,840
Swine Cattle Dry Poultry Other Tv es
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/Stud Beef Broad Cow Wet 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,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON 50
th/ 3
aQy
74 2 L/ 7
20.00
NURSERY
1 f/ 3
�` a �1
/p l/ �p 3
+11044,,544.00
4
20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: A/C t rJ i n ` S
1�i
Signature: � � - = � Date: 3(/
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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
EIEI
Version —November 26, 2018
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.
l l Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
` 1 13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
ElComplete incineration according to 02 NCAC 52C .0102.
a Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El CD Any method which, in the professional opiniorhof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. •The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bexdone 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.
Si natu_ce_of Farm Owner/Manager
Signature of Technical Specialist
3/z4
Date
342 qi?
Date

Nutrient Management Plan For Animal Waste Utilization
12-10-2010
This plan has been prepared for:
Watchoverya Farms #2
Mervin Thigpen
128 Kirby Thigpen Road
Pink Hill, NC 28577
910-298-4618
This plan has been developed by:
Donna Wallace
Onslow SWCD
Onslow County Multipurpose Complex
4028 Richlands Hwy
Jacksonville, NC 28540
910-455-4472 X 3
trlt
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/ManagerfProducer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
or ek. ZiCkL.4-1 blAo/ c)
Technical Specialist Signature Date
871044 Database Version 3.1 Date Printed: 12-10-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 733,440 gals/year by a 3,840 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1689
Incorporated
2901
Injected
3195
Irrigated
1836
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (1 bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,836
4746
-2,910
4,047,027
-3,313,587
Year 2
1,836
3805
-1,969
1,519,821
-786,381
S7
,storage
Swine Feeder -Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7515
Incorporated
12907
Injected
14214
Irrigated
8169
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,169
7786
383
5,271,437
-2,008,397
Year 2
8,169
6348
1,821
2,535,750
727,290
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.
871044 Database Version 3.1 Date Printed: 12-10-2010 Source Page 1 of 1

Narrative
Overseed is at 100# N
Anytime more than 50# N is used per acre for small grain overseed, split applications apply.
Example:
The window of Sept -October, no more than 50# can be applied.
The remaining 50# N can be applied February -March
871044 Database Version 3.1 Date Printed: 12-10-2010 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
ciiv, Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4033
5-A
2.50
2.50
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
4033
6
2.30
2.30
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
4033
6-A
5.80
5.80
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
4033
Field 1
42.79
42.79
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
PLAN TOTALS:
53.39 53.39
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
871044
Database Version 3.1 Date Printed 12/10/2010
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.
TV aria.
Tract
v I...L. l
Field
I 'I• .
Source
ID
w.,,..
Soil Series
Total
Acres
Use.
Acres
-
Crop
---- -
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4033
5-A
S5
Rains
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
49.93
0.00
4033
5-A
S7
Rains
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
49.93
0.00
4033
5-A
S5
Rains
2.50
2.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
94.87
0.00
4033
5-A
S7
Rains
2.50
2.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
99.86
0.00
4033
6
S5
Rains
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
45.94
0.00
4033
6
S7
Rains
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
45.94
0.00
4033
6
S5
Rains
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
87.28
0.00
4033
6
S7
Rains
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
91.87
0.00
4033
6-A
S5
Rains
5.80
5.80
Small Grain Overseed
I.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
115.84
0.00
4033
6-A
S7
Rains
5.80
5.80
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
115.84
0.00
4033
6-A
S5
Rains
5.80
5.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
220.09
0.00
4033
6-A
S7
Rains
5.80
5.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
231.68
0.00
4033
Field 1
S5
Rains
42.79
42.79
Corn, Grain
125 bu.
2/15-6/30
135
0
0
Irrig.
35
13.98
0.00
598.22
0.00
4033
Field 1
S7
Rains
42.79
42.79
Corn, Grain
125 bu.
2/15-6/30
135
0
0
Irrig.
100
39.94
0.00
1,709.21
0.00
4033
Field 1
S5
Rains
42.79
42.79
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
40
15.98
0.00
683.68
0.00
4033
Field 1
S7
Rains
42.79
42.79
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
45
17.90
0.00
765.73
0.00
871044 Database Version 3.1
Date Printed: 12/10/2010
WUT Page 1 of 3

Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Canm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
5,005.89
Total Produced, 1000 gallons
3,996.48
Balance, 1000 gallons
-1,009.41
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.
871044 Database Version 3.1 Date Printed: 12/10/2010 WUT Page 2 of 3

Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied "
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4033
5-A
S5
Rains
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
49.93
0.00
4033
5-A
S7
Rains
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
49.93
0.00
4033
5-A
S5
Rains
2.50
2.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
94.87
0.00
4033
5-A
S7
Rains
2.50
2.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
99.86
0.00
4033
6
S5
Rains
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
45.94
0.00
4033
6
S7
Rains
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
45.94
0.00
4033
6
S5
Rains
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
87.28
0.00
4033
6
S7
Rains
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
91.87
0.00
4033
6-A
S5
Rains
5.80
5.80
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
115.84
0.00
4033
6-A
S7
Rains
5.80
5.80
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
115.84
0.00
4033
6-A
S5
Rains
5.80
5.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
95
37.95
0.00
220.09
0.00
4033
6-A
S7
Rains
5.80
5.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
100
39.94
0.00
231.68
0.00
4033
Field 1
S5
Rains
42.79
42.79
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
10
3.99
0.00
170.92
0.00
4033
Field 1
S7
Rains
42.79
42.79
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
11
4.47
0.00
191.43
0.00
4033
Field 1
S5
Rains
42.79
42.79
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
43
17.18
0.00
734.96
0.00
4033
Field 1
S7
Rains
42.79
42.79
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
100
39.94
0.00
1,709.21
0.00
Total Applied, 1000 gallons
4,055.57
Total Produced, 1000 gallons
3,996.48
Balance, 1000 gallons
-59.09
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.
871044 Database Version 3.1
Date Printed: 12/10/2010
WUT Page 3 of 3

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)
4033
5-A
Rains
*0.35
1.0
4033
6
Rains
*0.35
1.0
4033
6-A
Rains
*0.35
1.0
4033
Field 1
Rains
*0.35
1.0
871044
Database Version 3.1 Date Printed 12/10/2010
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
'Corn 120 bu
150
13.16
9.77
19.55
29.32
jHay 6 ton R.Y.E.
300
26.32
4.89
9.77
14.66
Soybean 40 bu
160
14.04
9.16
18.33
27.49
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
44.13
88.26
132.38
Hay 6 ton R.Y.E.
300
26.32
22.06
44.13
66.19
Soybean 40 bu
160
14.04
41.37
82.74
124.11
871044 Database Version 3.1 Date Printed: 12-10-2010 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 ofthe 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.
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
116
1
2
171
1
3
180
_
1
4
180
1
5
180
1
6
180
1
7
170
1
8
160
1
9
180
1
10
180
1
11
. 174
1
12
167
2
1
144
2
2
124
2
3
115
2
4
167
2
5
180
2
6
174
2
7
167
2
8
160
2
9
154
2
10
130
2
11
105
2
12
79
* Available Storage Capacity is calculated as of the end of each month.
871044 Database Version 3.1 Date Printed: 12-10-2010 Capacity Page 1 of 2

ilable Waste Storase Caoaci
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
178
1
2
180
1
3
180
1
4
_
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
_
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
171
2
12
161
* Available Storage Capacity is calculated as of the end of each month.
871044 Database Version 3.1 Date Printed: 12-10-2010 Capacity Page 2 of 2

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 p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
871044 Database Version 3.1 Date Printed: 12/10/2010 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
871044 Database Version 3.1 Date Printed: 12/10/2010 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
871044 Database Version 3.1 Date Printed: 12/10/2010 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.
871044 Database Version 3.1 Date Printed: 12/10/2010 Specification Page 4

Crop Notes
The following crop note applies to field(s): Field 1
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 5-A, 6, 6-A
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
871044 Database Version 3.1 Date Printed: 12-10-2010 Crop Note Page 1 of 2

The following crop note applies to field(s): 5-A, 6, 6-A
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): Field 1
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Field 1
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
871044 Database Version 3.1 Date Printed: 12-10-2010 Crop Note Page 2 of 2

.r
REIMKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELF.:CTROGATOR 1I Opt 57"
CASE NUMBER: RP094038
DEALER: RAXNMAN IRRIGATION
NUMBER: 194278
NUMBER OF TOWERS:
GAUGE PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE:
SYSTEM MANUFACTURER:
4
57.0 PSI
500.0 GPM
707.0 FT
SR100
RMCE2
1 175F2060 SPAN 1,
3 156F2060 SPANS 2- 4,
1 61GE' OVERHANG,
DATE: 16 Dec 2009
CUSTOMER NAM: TODD THIGPEN
SERIAL NUMBER: 1209-44232-2060
NOZZLE FILES: R3000R
FRICTION C-FACTOR: 135
FULL CIRCLE GPM / ACRE: 10.6
COVERAGE WITHOUT GUN: 709.5 FT
ADJ. END GUN RADIUS: 100.3 FT
FT PIPE ID TIRE SIZE
179.3, 5.80 IN
156.0, 5.80 IN
59.8, 5.80 IN
CENTER DRIVE
16.9 x 24 25:1
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup oz installation of the nozzle package; obstructed
nozzles; tight and/nx sloping soils; improper end gun arc settings;
incorject maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes rto warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual component* of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of; these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damagea due to failure of these products to perform as anticipated.
in m ., =====9m, ............-.....=a__--.—====me^'—= a
RMCchart 2.00

RP094038 16 Dec 2009 RMCF2
----OUTLET---- -REG- P'
No Lpo Sep Model RegIn
1 6.6
2 11.4
3 16.1
1 20.9
5 25.6
6 30.4 30.4 LB20 57.1
7 35.1
A 39.9
9 44.6
10 49.4 19.0 LB20 56.9
11 54.1
12 58.9
13 63.6
14 68.4 19.0 1,820 56.7
15 73.1
16 77.9
17 82.6
1.8 87.4 19.0 L520 56.5
19 92.1
20 96.9
21 101.6
22 106.4 19.0 LB20
23 111.1
24 115.9
25 120.6
26 125.4 19.0 820 56.00
27 130.1
28 134.9
29 139.6
30 144.4 19.0 LB20 55.8
31 149.1
32 153.9
33 158.6
34 163.4 19.0 LB20 55.4
35 168.1
36 172.9
179.3 TOWER NO. 1
37 181.6
38 186.4 23.0 L820 55.0
39 191.1
40 195.9
41 200.6
42 205.4 19.0 L820 55.0
43 210.1
44 214.9
45 23.9.6
46 224.4 19.0 LB20 54.6
47 229.1
48 233.9
49 238.6
50 243.4 19.0 LB20 54.3
51 248.1
4 TOWER
---GPM---
Req Del
1.3 1.6
1.7 1.8
2.0 2.1
2 5 2.6
3.0 2.9
3.7 3.8
4.2 4.1
5.3 5.3
500 GPM, 57 pSI PAGE 2
----SPRINKLER
Model Plate SpNo.
PLUG
PLUG
PLUG
PLUG
.PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
?LUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
NOZZLE ---
Red 1 414 Lime
Red 2 615 Lime w/lav
Red 3 416 Lavender
Red 4 018 Gray
Red 5 419 Gray w/trqu
Red 6 022 Yellow
Red 7 023 Y11w w/ted
Red 8 ($26 White
INLINE PRESSURE: 52.8 PSI
6.0 6.2
5.8 5.7
6.7 6.6
7.2 7.0
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
PLUG
PLUG
R3000
PLUG
Red 9 628 Blue
Red 10 027 White w/hlu
Red 11 129 Blue w/brn
Red 12 630 Drk Brown

RP094038 16 Dec; 2009 RMCE2 ,
----OUTLFT----- -REG- PST
No Loc Sep Model Reg):n
52 252.9
53 257.6
54 262.4 19.0 1.820 53.9
55 267.1
56 271.9
57 2 6.6
58 281.4 19.0 LB20 53.8
59 286.1
60 290.9
61 295.6
62 300.4 19.0 LB20 53.3
63 305.1
64 309.9
65 314.6
66 319.4 19.0 LB20 52.9
67 324.1
68 328.9
335.3 TOWER NO. 2
69 337.6
70 342.4 23.0 LB20 52.3
71 347.1
72 351.9
73 356.6
74 361.4 19.0 LB20 52.3
75 366.1
76 370.9
77 375.6
78 380.4 19.0 LS20 52.0
79 385.1
80 389.9
8'1 394.6
R2 399.4 19.0 LS20 52.
83 404.1
84 408.9
85 41.3.6 14.3 LB20 52.6
86 418.4
87 423.1
88 427.9 14.3 LS20 52.8
89 432.6
90 437.4 9.5 LB20 53.2
91 442.1
92 446.9 9.5 LB20 53.1
93 451.6
94 456.4 9.5 LB20 53.0
95 461.1
96 465.9 9.5 LB20 52.9
97 470.6
98 475.4 9.5 T820 52.9
99 480.1
100 484.9 9.5 LB20 52.2
4 TOWER, 500 GPM, 57 PSI PAGE 3
---GPM--- ----SPRINKLER ----- ---NOZZLE---
Req Del Model Plate 8pNo.
PLUG
PLUG
7 8 8.0 R3000 Red
PLUG
PLUG
PLUG
8.1 8.0 R3000 Red
PLUG
PLUG
PLUG
8.8 9.0 R3000 Red
PLUG
PLUG
PLUG
10.2 9.9 R3000 Red
PLUG
PLUG
13 #32 Orange
14 #32 Orange
15 434 Drk Green
16 036 Purple
INLINE PRESSURE: 51.5 PSI
PLUG
11.2 11.2 R3000 Red
PLUG
PLUG
PLUG
10.5 10.6 R3000
PLUG
PLUG
PLUG
11.0 11.2 R3000
PLt1G
PLUG
PLUG
9.9 9.9 R3000
PLUG
PLUG
9.1 9.0 R3000
PLUG
PLUG
7.8 8.0 R3000
PLUG
6.2 6.2 R3000 Red
PLUG
6.6 6.6 R3000 Red
PLUG
6.7 6.6 R3000 Red
PLUG
6.9 7.0 R3000 Red
PLUG
6.0 6.6 R3000 Red
PLUG
8.8 9.0 R3000 Red
17 #38 Black
Red 18 037 ?rpl w/blck
Red 19 #38 Black
Red 20 436 Purple
Red 21 #34 Drk Green
Red 22 #32 Orange
23 #28 Blue
21 #29 Slue w/brn
25 429 Blue w/brn
26 #30 Drk Brown
27 029 Slue w/brn
28 #34 Drk Green

RP094038 16 Dec 2009 RMCE2
----OUTLET---- -REG- P x
No Loc Sep Model RegIn
491.3 TOWER NO. 3
101 493.6
7.02 498.4
103 503.1
104 507.9
105 512.6
106 517.4
107 522.1
1.08 526.9
109 531.6
110 536.4
111 541.1
112 545.9
113 550.6
114 555.4
115 560.1
116 564.9
117 569.6
118 574.4
119 579.1
120 583.9
121 588.6
122 593.4
123 598.1
124 602.9
125 607.6
126 612.4
127 617.1
128 621.9
129 626.6
1.30 631.4
131 636.1
132 640.9
647.3
13.5 LB20 52.3
9.5 LB20 52.6
9.5 LB20 52.5
9.5 LB20 52.4
9.5 LB20 52.5
9.5 LB20 52.3
9.5 L820 52.1
9.5 LB20 52.3
9.5 1.B20 52.:1
9.5 LB20 52.:
9.5 LB20 52.0
9.5 LB20 51 . N
9.5 LB20 51.P
9.5 LB20 51.E
9.5 LB20 51.E
9.5 LB20 51.8
TOWER NO. 4
133 648.9 8.0 LB20 51.9
134 653.6
135 658.4 9.5 1.820 51.6
136 663.1
1.37 667.9 9.5 LB20 51.4
138 672.6
139 677.4 9.5 LB20 51.4
140 682.1
141 686.9 9.5 1820 51.6
142 691.2
143 695.5 8.7 LE420 51.7
144 699.9
145 704.2 8.7 LB20 51.2
4 TOWER, 500 GPM. 57 PSI
---GPM--- ----SPRINKLER
Rey Del Model Plate SpNc.
INLINE PRESSURE: 50.7 PSI
PLUG
8.6 8.5 R3000 Red
PLUG
7.5 7.4 R3000 Red
PLUG
7.6 7.4 R3000 Red
PLUG
7.8 8.0 R3000 Red
PLUG
7.7 7.4 R3000 Red
PLUG
8.2 8.0 R3000 Red
PLUG
8.3 8.5 R3000 Red
PLUG
8.1 8.0 R3000 Red
PLUG
8.5 8.5 R3000 Red
PLUG
8.5 8.5 R3000 Red
PLUG
8.7 8.5 R3000 Red
PLUG
9.0 9.0 R3000 Red
PLUG
8.9 9.0 R3000 Red
PLUG
9.0 9.0 R3000 Red
PLUG
9.2 9.0 R3000 Red
PLUG
8.8 9.0 R3000 Red
PAGE
NOZZLE---
29 #33 Ornge w/grn
30 431 Brwn w/orng
31 #31 Brwn w/orng
32 432 Orange
33 431 Brwn w/orng
34 432 Orange
35 433 Ornge w/grn
36 #F32 Orange
37 #33 Ornge w/grn
38 433 Ornge w/grn
39 #33 Ornge w/grn
40 034 Drk Green
41. 034 Drk Green
42 034 Drk Green.
43 434 Drk Green
44 #34 Drk Green
INLINE PRESSURE: 50.2 PSI
8.5 8.5 R3000 Red
PLUG
9.6 9.5 R3000 Red
PLUG
9.9 9.9 R3000 Red
PLUG
9.8 9.9 R3000 Red
PLUG
9.4 9.5 R3000 Red
PLUG
9.2 9.0 R3000 Red
PLUG
10.6 10.6 R3000 Red
45 #33 Ornge w/grn
46 #35 Green w/prp
47 4136 Purple
48 #36 Purple
49 435 Green w/prp
50 #34 Drk Green
51 037 Prpl w/blck

RP094038 16 Dec 2009 RMCE2 , 4 TOWER, 500 GPM, 57 PSI PAGE 5
----OUTLET---- -REG- PNI ---GPM--- ----SPRINKLER ---NOZZLE---
No Loc Sep Model Regan Req Del Model Plate SpNo.
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 170')
707.0 48.8 113.8 113.5 9R100
END GUN VALVE (TYPE: 2 INCH BALL) PRESSURE LOSS: 1.3 PSI
. 7 .•
SYSTEM INLINE END PRESSURE: 50.2 PSI, INCLUDING 0 FT INCREASE IN ELEVATION
TOTAL GPM DELIVERED: 500.0
SPRINKLER SPACING LIMITS RAVE BEEN EXTENDED AT SOME OF THE TOWERS.
51 MOUNTING ASSEMBLIES: First outlet- 6, Last outlet= 145
Hose Drop w/MxHE U-pipe 0000-000 (Length= 7.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101.
.Flex Nose Drop <Vaxi> 111172 (Lectgth= 7.00 Ft)
Standard Tee 143792 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE ;3ELECTION VERIFICATION
SPAN tJ 1 2 3 4 OH+EG
ACRE 2.3 5.8 9.3 12.8 1.6.8
GPM REQ. 23.7 60.6 101.5 134.3 180.9
GPM DEL. 24.1 60.3 101.E 1:13.5 180.3
% DEv. 2% -1% 0% -•1% -0%
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI In x Out ID
R3000R Rotator Red 1- 51 8F27 LB20 LO 20 F x ST 7628

RP094038 16 Dec 2009 RMCE2
4 TOWER, 500 GPM, 57 PSI PAGE 6
--r-----1= ==x-- WATER APPLICATION DEPTH PER REVOLUTION ---1-- -m
APPLICATION DEPTH 1 I I 1 I
(IN) I 0-09 0.25 10.50 10.75 I 1-00 11.25 1.50
-- 1 1 1 I 1
% TIMER SETTING 1100 35 I 18 I 12 1 9 I 7 6
I 1 I 1 1-------
REVOLUTION TIME I 4HR$ `1IHRS 121HRS 132NRS 143HRS 153HRS 69HRS
2... ___r_==c=r:n..«—cam __
=f~---_sG —ems_._
s,_
GROUND SPEED AT 100% TXMFR SETTING:18.05 FT/MIN
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or. over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 IN.

RP094038 16 Dec 2009 RMCF2
-PART NUMBER AND
SHIP
PART NO. QTY
113590 1
113623 51
113849 51
113861 51
113862 51
113886 'I.
113887 1
113888 1
113890 :1.
113891 1.
:113894 1.
11.3895 1
113898 :L
113899
113900
113901
1.1.3902
113903
113904
1.1.3905
113906
113907
113908
113909
113910
1.
2
4
2
3
6
6
9
2
4
2
2
4 TOWER, 500 GPM, 57 PSI PAGE 7
SHIPPING SUMMARY -
SYSTEM
QTY DESCRIPTION
1 .75" 100TB E.G.NOZ
51 D6 PLATE-12-RE048839
51 REG 204 LE' BT 3/1ST
51 BODY--R/5-3000-NEL #9412
51 GAP/HTR-R3000-BLUE-#9539
1 #14 :ITN NOZ LIME
1 015 :ITN NOZ LIME/LAV
1
1
1
1
1
J.
1
2
4
2
3
6
6
9
2
4
2
2
#16
#18
4 19
#22
#23
#E2 6
427
428
#29
#30
#31
#32
:ITN NOZ
:ITN NOZ.
=t1'N NO7,
TN NOZ
;TN NOZ
:;TN NOZ
ITN NOZ
ITN NOZ
TN NO2.
2TN NOZ
-TN NOZ
3TN NOZ
LAVENDER
GRAY
GRAY/TURQ
YELLOW
YELLOW/RED
WHITE
WHITE/BLUE
BLUE
BLUE/BROWN
DARK BROWN
DK.BROWN/ORG
ORANGE
433 3TN NOZ ORG/DK.GREEN
434 ?TN NOZ DARK GREEN
##35 3TN NOZ GREEN/PURPLE,
#36 3TN NOZ PURPLE
437 3TN NOZ PURPLE/BLACK
438 3TN NOZ BLACK
CASE NUMBER: RP094038
DEALER: RA1NMAN IRRIGATION
NUMBER: 194278
DATE: 16 Dec 2009
CUSTOMER NAME: TODD THIGPEN
SERIAL NUMBER: 1209-44232-2060

Thigpen Farm II
Legends
] Wetted Acres
Reel pulls
• Waste Pump
Lagoons
• Hydrants
Spray Fields
Buildings & Site
Produced by
Bill Norris
Onslow SWCD
Oct.18,2001
1"=400'
k

.1.11.7.1111.1111MIIIIMP
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MERVIN THIGPEN
A U. S. DEPARTMENT OF AGRICULTURE
W.„.-11SOIL CONSERVATION SERVICE
Date
. ......... . ... . .
T.$14P.. . . . ...... •••••
iflocad . ar-.•11 • -11"g"". •
•
SCS ENG 315A REV 8. 5

TAb 2 - Traveling Irrigation Gun Settings
Make; Mode! and Type of Equipment A6 12/036 fa- ;48
iJAc5,.._ Qi poise,"9,! 4 ,..a26 r .. g4 6 ..
Fuld Nal
and
Hydrant NO2
Travel
Sped
(fU min1
Application
Rate
(h+►hs)
TRAVEL LANE
Effective- Effective
Width on Length (fi)
Wetted
Diameter
(feet)
NoZsir Opessuitg Operating
Diameter Puwre• P►ess nr Ara
(inches) @ Gun (psi) @ Reef (psi) Pattern=
Cam
g
gi-3.1 4 - .
I,280i Lis I �35e� '
/-tea 1 �'e, 1 / & 13.90' ,2..2,2 4 /.2,rp r ..
I-01 14 -3 - i
I a.So' 166c 1 e
1 1-1 70 I i I &9 3 9? / ash` r
1 '4/-3 1 -'V
I 1e4.43 1 36* /46 I I l? b 13vc, I
Z_ l A.'som
A -A I 4.3 1• i/ I& 166 1 RSe) I j 19.o 1 i2 I& u 1
�..'i %0.2ff'y
3 I A1<3 1 r. 4/ I. 1660 La 1 i 6 1 X' 1 j,,-B' !Rya
4/•�€s / 2 96 )Pm.
A- A 14. I- 1 I ?8'.9 11 I t& c I 1 1 90 1 0' - 1 z) I
K/ ' 1 s:-
L/ I J 3 1 .- I .60 . 1 •763 1,U=- 1A.24)I 7e) 1 i 6 I i3 4/0
I -G S% 93"
4- 0 I Al-3 .I — dY I0140 I . 5 13 66 I /-,P6 1 7o I foie I e
I �. tar/ a-ps--
Z' I 'J 1- V 1
A I /6- 1 &' 1 1•2 1 7° 1 1.3-6 I 3eld
181- 045 / .2-9r-
--1e I,-i3 1 ,q
I8'o Is -_-) f,=6/6 I 70 1 i g I3A.'
,-6V / its" --
I A- / I - i1
8 I '0 d.6 1 c7 I - g6 1 •e) 1 9C) I R Alo
6 51/ / /tea 5p1
6-14 IQ•/ 1 • :
14,48 xi/? I,iir I . sd I 7c 1 ?0 1,449 a,34/- 9i
1 I
I 1 1 I I I
1. t5g1 - 0.90,144, ter 4
1 I
I I 1 1 I
1 1 I 1 i I I I I
I I. 1 I I 1 I I 1
1 I I 1 1 I I 1
1 1 I 1 1 1 1• 1 I
f 1 I f 1 .1 I I 1
I 1 I I I f I 1 I
I I I I 1 I I 1 I
I
I 1 I I I I I I 1
'See attached map provided by the Field Office for field location(s).
'Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.
Irrigation Parameters
October 1995
page-2
USDA -MRCS
North Carolina
.a•

0
United States Sott
Department of Conservation
Agriculture Service.
OPERATOR:
Mervin Thigpen
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is Strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad 'dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material rlqui red for pads and dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: 7ZZ Z79cu.f t. a Z6, 77d cu.yds.
Estimate of Excavation: 5/3lcu.ft. /t 6It cu.yds.
Estimate of Pad & Dike: 39,5',/>37 cu.ft. a /y/ b3/ cu.yds.
/Z9: / Ration
Job Class
Date
i
Designed By r, Z?J.o 4,�
Design Approval
Thep Sod Conier•.alion Service
Is an agency of the
Oepoartment of Igncuffure
Name
Nam
a��
t at

.
�
Operator:Mervin Thigpen County: Onslow Date: 07/08/93
Distance to nearest residence (other than owner): 2500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
3520 Head (finishing only) X 135 lbs. = 475200
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 475200
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. 8SLW X Treatment Volume CF/lb. 8SLW
Treatment Volume CF/lb. S8LW= 1.0 CF/lb. G8LW
Volume = 475200 cubic feet
3. GT6RA8E VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 375 feet ; width 280 feet
Top of dike at elevation 53.00 feet
Freeboard 1.0 feet Bide slopes 8.0:1(inside)
Total design lagoon liquid level at elevation 52.00 feet
Bottom of lagoon at elevation 43.00 feet
Seasonal high water table elevation 48.00 feet
Total design volume using prismoidal formula:
SS/END1 8G/BND2 GS/GIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 8.0 3.0 369.0 274.0 9.00
AREA OF TOP
LENGTH X WIDTH
369 274 101106 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
315 220 69300 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
342 ' 247
337B96 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
101106 337896 69800 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 762453 CU. FT.

n
/
C'-
5. TEMPORARY STORAGE REQUIRED
,
Drainage Area:
Lagoon (top of dike)
Length X Width =
375 280 105000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0.Gquare Feet
TOTAL DA 105000 Square Feet
===> Design temporary storage `to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00186
Volume = 475200 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 116329 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume =
0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall
=
Volume = 7.0 Inch6s X DA / 12 inches per foot
Volume = 61250 Cubic feet
D. Volume of 25 year - 24 hour storm
Vo]ume = 8.0 inches / 12 inches per foot % DA
Volume = 70000 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116329 Cubic feet
5B. 0 Cubic feet
5C. 61250 Cubic feet
5D. 70000 Cubic f��et
TOTAL 247579 Cubic feet
7.0 inches

6. SUMMARY
RY
Total required volume = 722779 Cubic feet
Total design volume a v: i 1 .::.. 76E453 Cubic feet
Min. regrd. trtrnnt. vol. plus sludge accitn.= 475800 Cu. Ft.
At elev.
49.00 Ft; Vol 476172 Cubic feet (end pumping)
Total design volume less 25yr--E4hr storm __ 692453 Cu. Ft.
At elev.
51.30 Ft; Vol-._ 692620 Cubic feet (start pumping)
Seasonal high water table elevation is 48.00 Feet q which must
b€ lower than the elevation of top of treatment volume 49.00
DESIGNED BY:
A -r7:
DATE: yy
APPROVED BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

ioo if.. 2►.e
OM
f1� GIe�
7/ed
6 99,z- elf, 3 99,2
NI 99,3
119, Z
IS" X +Ib' PI PZ roIG
UICFAC6
WkrLR. REM04.6
�(y_y 'f9, 3
99,9
tgo,
q9 z
3w4q 0,1
99,8 S+9,2
Y9,
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sp �
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PRAPOSED N.D6.
I-� +- .*-
S
—fib
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•
He'
JN ,'L YD' PIPE foli;
flit sWP�� NATEIC REMoI/AL.
3 tso
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/ro'
SD, 3
Ps=olbs(D BLDG.
119
'
P6S&OivobtDG.
,1 y92
98,9 98,7 98,8 98,9
1LP1'ROXIMA?ELY 2Spo' f0 NEASeif 051DENC1
OWNER R6QUElfS WO 61.4.I0G6 STo#Acg . MIDGE WM
RE► 0VEO A S NEEDED.
ALB 311RFAcs 6.1IL1. 13E pitmen AWAY 1:roM
1.AGoOu rD 4 vYl5Lt tutt.ers
8E
ALt DI4raJ E D AREAS /NCLUOING bole WILL SE SEtoe o
Al 600M As 7OS6II LE fo PREvoif EROSiDN/ AEGORDING
10 KME.S RECOMf-in4Deo 5V IDCM. SC.S FIELD OFFICE,
y7, 6
VDIUMG DP FILL 16 REQ►IIRCD FDR CONMICrim1 Or,
DIKE INCLUDING /0`70 FOR 5Er71¢MEuf. EXCESS WILL
46 USED FDR CDNf'rRLIG(1014 OF /SPILDWG FADS AND
ACCESS Ro1D.
fip4osL 14 fo SE OCKPfltD FOR Vic A5 /DPDVE45
MATCItML TO 6E SPREAD DVfR DIKE AF 'rZ COM5rRIJeT101i
pF AKE 14 (,01r1PLsce
Ns
Ns
1)P or DO
&Off'M l /
On 1101 r
cult-�►�►�
ESfIMAr
iff/N1AfT
CUf fact
CUI' Su,
rat Stec,
-f6M. NA""
NDrrri
flEV•
501L SDPo i

ie woo Soo. Gla. 7, 00
PIPE rO2
l•U.t1R REMOVM.
zee.' 3%9
i
I Y9,5
SO'
3 PROPOSED bleb.
f PRDros D NDL,•
Sq
go'
E--aIX 4 -- s--
N9
15` x
s SNRFACE
304,0
yr, 9
b
iPo'
PROPPSEO
#9 8
3 OSO 3
?+�ofbsca BLDG.
410' Plre "pg.
04ATEIC REMa/I1L.
a
y9, 3 yY. y
Y9,8
07,9
SD.D H9,7
y9.7 99,6,
I +18,8 '18,1/ yY G
Rt6W PCc . VOX We. DF Fll.I. I3 REat11R¢D FOR CONSrjwCtION OF
5fo1rA6L 41106t P.m8F DIKE INCCUPON 6 ID`7o FOR 5EfrI5 Mtof• EACE35 1,111.t.
OE- Life FOR CAM( 4 t1ION 06 1301004G PADS AND
ACCE65
99.0
0'
1,100175 1
TBM,a,
HNC IN PrNE
UV. SADO.
pod ill Awq FLoN
r,( DIKE 1d114 6E 4Ei0Cv
. • Nl ERDSID$, ActoRDIN&
NM SC j FIELD DiFICE,
1OPSO11. 14 r0 36 0000%00 YOR Ust AS TOPDttrS
MArEa/4L l0 EE SPP•LAD DYE'S DIKc AFfez CDIJway 101.1
OF AKE 15 /4411EtE
SN'e L-DCk(I D1.1
(fdP OF DACE ELEV. 53.0'
'' 04 CAGIbN C4C✓ 113.A'
F1/f
�LEeooARD bp' (INCLv060 IN Sit 1;)
f6116uf PIPS /NVEtf ELEK S/. 3 ' <1NS1DE INAlDN)
1N,ING PADS EI�Y. 54' b'
fIMAto qc EXCAvAf/DN /9000 car YOs,
fIN1Af8 /t FI6G I yd 3 / �i+, YDs,
Cllfif16d tAib 1.2't j1
Luf SOve(s ;:1
one ioPEs 3:I
'6M. NAIL IN PING ON PIEDPCF1Y ZIAlt Af
NORrIIEAOf CORNER. Of PIED.
EstV. 50.0D'
5011. &ORIN& S IN DICAfEo 8Y
tiE-\/IN *IIG1' J
MIM�� WSTt: frtwGt tifor 411rf EN1
4VIN *foa .193

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OPERATOR: Mervin Thigpen
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Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
ttnderstand'what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
Tim pad 'dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPOUS 1 dl_E for final layout and design of the pads. The
Soil Conservation Service personnel will assist In a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required For pads and' dam may vary from the
estimates. The design will attempt to balance cuts and filis as close as
possible. If additional material is required after construction is complete
en the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: /,'/ s3 cu.ft. 6,7/6 cu.yds.
Estimate of Excavation: /One/ cu.ft. cu.yds.
Estimate of iad F Dike: 1i/5,, cu.ft. g. cu.yds.
/78: / Ration
Job Class 0
Designed Ry
Design Approval
O The Co.1 r em•orvol,rfn Sorv,es
H In q3*'l y of 1hA
bsolrtmrrnt et $.3,rrullur*
ifame
ate

SWINE LAGOON DESIGN
Operator: Mervin Thigpen County: ons1w Date: 4-7-93
Distance to nearest residence (other than owner): .3.5) feet
1. STEADY STATE LIVE WEIGHT
sows (farrow to finish)
sows (farrow to feeder)
head (finishing only)
sows (farrow to wean)
head (wean to feeder)
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Oft
/?zeo
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ //szoo
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = //$'z oe> lbs. SSLW x Treatment Volume(CF)/lb. SSLW
/ _ CF/lb. SSLW
Treatment Volume(CF)/lb. SSLW=
Volume = J/s'zoo cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
lbs
lbs
lbs
lbs
lbs
lbs

4 TOTAL. DESIGN VOLUME
PAGE 2
Inside top length /2a feet ; Inside top width /66 • feet
Top of dike at elevation '/2.d feet
Freeboard / feet ; Side slopes 3 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 1-) feet .
Bottom of lagoon elevation 37,0 feet
Seasonal high water table elevation yrt feet
Total design volume using pr_ismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 3 3
AREA OF TOP
LENGTH * WIDTH =
i 'f /5 // = e F 31,, (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
i0 /oo (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDNN * 4
/)/ 7 / % 7 = / 7 75 6 (AREA OF MIDSECTION * 4 )
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA.BOTTOM] * DEPTH/6
z x,3 /r+ 71 7C6 limo /6
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = __ r/4; 30' CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon(top of dike)
Length * Width =
/ 9' /6 0 = _mike. square feet
Buildings (roof and lot water)
Length * Width =
.square feet
TOTAL DA = 7o" o square feet
Design temporary storage period to be /ea days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LD SSLW 0.00136
Volume = 1/5"zoio Lbs. SSLW * CF of Waste/Lb./Day * /a days
Volume = zF 33 cubic feet

4 _ 54. Volume o t was h water PAGE 4
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 = gallons/day * _ days storage/7.48 gallons
per CF
Volume = cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
/.=cd days excess rainfall
Volume = 7 in * DA / 12 inches per foot
Volume = 1s3.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = inches / 12 inches per foot * DA
Volume = '��� -7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. za /33 cubic feet
58. d cubic feet
SC. /'7cubic feet
5D. zo zU7 cubic feet
TUTAL.r_/PPrH'J cubic feet
inches

PAGE 5
SUMMARY
Total required volume 353 cubic feet
Total design volume avail. 1, i“,s cubic feet
Min. req. treatment volume plus sludge accumulation l/fz40 cubic feet
At elev. '/. "� ' feet ; Volume is /// 7"F cubic feet (end pumping)
Total design volume less 25yr-21ihr storm is J /37/ cubic feet
At elev. 1/7 3 feet ; Volume is /6z2 cubic• feet (start pumping)
Seasonal high water table elevation //-id feet
7. DESIGNED BY: /J.. APPROVED BY:
DATE: DATE: S // /9 3

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Rev. 5-70
U. S. UEPAH I MEN 1 uF ArRICUL!TIRE
SOIL CONSERVATION SERVItTE
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FARMER'S NAME �Vlt Rv�N 7f!i6/�.
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APPrroxIMA. ,Y 300' '® NIiAREK Er6IDENCFe,.
DWMER REQUEST% NO SLUDGE SfoRAGE
SLUDGE WLL RE RG146v6p AS NEebe c .
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EMERGENCY ACTION PLAN
PHONE NT TMRFR S
DWQ 910 • .V45.39QQo
EMERGENCY MANAGEMENT SYSTEM V0 ^ 34CO - (07 (DO
SWCD Q10- 455- 44'7 Z St 3
NRCS et la • ci SS•41?ol.}c3
This plan will be implemented in the event that wastes from your operation are
leaking, overflowing, or running off site. You should not wait until wastes reach
surface waters or leave your property to consider that you have a problem. You
should make every effort to ensure that this does not happen. This plan should be
posted in an accessible location for all employees at the facility. The following are
some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
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.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused 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:
1 December 18, 1996

ciN
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property
damage?
d. Did the spill 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number:
919-733-3942. Your phone call should include: your name, facility, telephone
number, the details of the incident from item 2 above, the exact location of the
facility, the location or direction of movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
- , and local NRCS office for advice/technical assistance phone number -
2 December 18, 1996

4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize
off -site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.
a. Name: iMiel oE. Ccver y;:hadorn. i-- Ik/ i€5
b. Phone: Ito • 455 447 a-145
7. Implement procedures as advised by DWQ and technical assistance agencies
to rectify the damage, repair the system, and reassess the waste management
plan to keep problems with release of wastes from happening again.
3 December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
KVegetative
Farmstead • Swine Production or wooded buffers;
iii Recommended best management practices;
V Good judgement and common sense
Animal body surfaces • Dirty manure -covered animals 0 Dry floors
Floor surfaces
• Wet manure -covered floors Le Slotted floors;
CV Waterers located over slotted floors;
O Feeders at high end of solid floors;
L ' Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine;
• Partial microbial decomposition
O Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
BarFan maintenance;
17/Efficient air movement
Indoor surfaces • Dust
LWWashdown between groups of animals;
O Feed additives;
0 jFeed covers;
LB Feed delivery downspout ut extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
AMOC - November 11, 1996, Page 3
tl

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection
or junction boxes
End of drainpipes at
lagoon
• Agitation during wastewater
conveyance
• Agitation during wastewater
conveyance
O Box covers
"Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces •
•
•
Irrigation sprinkler
nozzles
Storage tank or basin
surface
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
Dead animals
Volatile gas emission;
Biological mixing;
Agitation
• High pressure agitation;
• Wind drift
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
• Volatile gas emissions while
drying
• Carcass decomposition
AMOC - November 11, 1996, Page 4
C9' Proper lagoon liauid capacity:
l' Correct lagoon startup procedures:
O Minimum surface area -to -volume ratio:
O Minimum agitation when pumping:
O Mechanical aeration;
O Proven biological additives
le Irrigate on dry days with little or no wind:
O/ Minimum recomended operating pressure:
l'm
Pumo intake near lagoon liauid surface:
O Pump from second stage lagoon
O Bottom or midlevel loading:
O Tank covers:
O Basin surface mats of solids:
O Proven hiological additives or oxidants
O Extend drainpipe outlets underneath liquid
level;
n Remove settled solids regularly
n Soil injection of slurry/sludges;
n Wash residual manure from spreader after use;
n Proven biological additives or oxidants
✓ l Soil injection of slurry/sludges;
n Soil incorporation within 48 hrs.;
n Snread in thin uniform lavers for ranid drvna:
r11 Proven hinlneical additives or oxidants
Gi' Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal
pits
• Carcass decomposition
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
Standing water around • Improper drainage;
facilities • Microbial decomposition of
organic matter
rl Secondary stack burners
fR Grade and landscape such that water drains
away from facilities
Mud tracked onto
public roads from farm
access
• Poorly maintained access roads EV Farm access road maintenance
Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
;I
AMOC - November 11, 1996, Page 5
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Snecific Practices
Liquid Systems
Flush Gutters • Accumulation of Solids of Flush system is designed and operated
sufficiently to remove accumulated solids from
tohersas design
Remove bndging o accumulated solids at discharge
Lagoons and Pits • Crusted Solids 0' 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
Growth
GY Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's
perimeter.
flry Svctpmc
Feeders • Feed Spillage 0 Design, operate and maintain feed systems
(e.g., bunkers and troughs) to minimize the
acctunulatiaa of decaying wasta q.
0 uean up spillage on a rolitme basis (e.g., 7 -
10 day interval during summer; 15-30 day
interval during winter).
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, 1
t_9" Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar
ifigiegofigiitiechfiiii(ProetiaiRric up
accumulated solids in filter strips around feed
storage as needed.
L

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal
wastes and feed wastage
O Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
Ok� fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e. inspect for and
remove or break up accumulated solids as
needed.
Dry Manure Handling • Accumulations of animal wastes -0 Remove spillage on a routine basis (e.g., 7-10
Systems day interval during summer, 15-30 day
interval during winter) where manure is loaded
fiffiiria4 WrSIMRP round manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For mom information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27695-7613
AMIC - November 11, 1996. 2

u
rfftN
Mortality Management Methods
(check which method(s) are being implemented)
O Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any
flowing stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
O In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
O 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 of the State
Veterinarian must be attached)
December 18, 1996

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage.
The time required for the planned fluid level (permanent and temporary storage) to be reached may
vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the
system.
The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess
rainfall after evaporation. Also included is storage for the 25 year — 2-hour storm for the location. The
volume of waste generated from a given number of animals will be constant throughout the year, and
from year to year, but excess rainfall will vary from year to year. The 25-year rainfall will not be a factor
to consider in an annual pumping cycle, but this storage volume must always be available.
A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert
of pipe (s) from building (s). If the outlet pipe is not installed at the elevation to begin pumping, a
permanent marker must be installed at this elevation to indicate when pumping should begin. An
elevation mist be established to stop pumping to maintain lagoon treatment depth. Pumping can be
started or stopped at any time between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or
leaching.
Land application of waste water is recognized as an acceptable method of disposal. Methods of
application include solid set, center pivot guns, and traveling gun irrigation. Care should be taken when
applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -charged to % its capacity to
prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon there by reducing odors. Solids should always be covered with
effluent. When pre -charging is complete, flush buildings with recycled lagoon liquids. Fresh
water should not be used for slushing after initial filling.
2. The attached waste utilization plan shall be followed. This plan recommends sampling and
testing of waste (see attachment) before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 91.4 as
marked by permanent marker. Stop pump -out when the fluid level reaches elevation 89.2. This
temporary storage, less 25 yr. 24-hour storm, contains 173558 cubic feet or 1298215 gallons.

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. Don 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 rights -of -way.
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
Environmental Management, has the responsibility for enforcing this law