310175_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: 31-0175 Certificate Of Coverage Number: AWS310175
2. Facility Name: Ernie Rouse Farm
3. Landowners Name(same as on the Waste Management Plan): Linda 1 Rouse
4. Landowner's Mailing Address: PO Box 53
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-3654 Ext. E-mail:
116y
5. Facility's Physical Address: —42"Kitty Knocker Rd
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duolin
7. Farm Manager's Name(if different from Landowner):
B. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): -Efn;e�=. Phone No.: - 64—T OIC#: - '°'"n
Ja.Mes jez4r{kk F� Jlte- LSL-szI- A-w* 44ggir3
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,600
Operation Tvnes:
Swine Cattle Dry Poultry Other Tunes
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
Hoar/Stud Beef Broad Cow Wet Poulin
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)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 98,010.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not-more than $10,000 ot-imprisonment of not mote than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
/ J ,�0�`S R,
Name: a' Title: {
Signature: Date: 3 [IS ' I q
r
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
b . .NCDEQ-DWR 1
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

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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 opinioniof 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.
3 `de' !
Signature of Farm Owner/Manager Date
t
T� E -3 sl Iq
— /. Signature of echnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
04-28-2016
This plan has been prepared for: This plan has been developed by:
Ernie Rouse Farm (31-175) Ronnie G. Kennedy Jr.
Linda J. Rouse Agriment Services, Inc.
PO Box 53 PO Box 1096
Albertson, NC 28508 Beulaville, NC 28518
[phone] 252-568-
De Loper 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.
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: ,6
Rc%;-ical Specialist Signature Date
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954939 Database Version 4.1 Date Printed: 04-28-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following so urce(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,337,200 gals/year by a 3,600
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6015
Incorporated 7218
Injected 7218
Irrigated 6015
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 6,015 10388 -4,373 5,763,101 -2,425,901
-------------------------------------------------------------- ------------------
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.
954939 Database Version 4.1 Date Printed: 04-28-2016 Source Page 1 of 1

r r
Narrative
This plan is a revision of the 9/28/1999 plan. This plan depicts the wettable acres updated on the farm
and displays the same in the calculation tables. Tract 6154 is a multitract containing Tracts 6148-6151.
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954939 Database Version 4.1 Date Printed: 04-28-2016 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6154 1 3.34 3.34 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 10 1.41 1.41 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 11 3.50 3.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 1 12 2.23 2.23 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 13 2.88 2.88 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 14 2.93 2.93 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
6154 2 3.77 3.77 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6154 3 2.88 2.88 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6154 4 2.78 2.78 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6154 5 3.23 3.23 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6154 6 1.85 1.85 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 7 2.34 2.34 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6154 8 2.74 2.74 N/A Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
6154 9 1.06 1.06 N/A Autryville Small Grain Overseed 1.0 Tons
t
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 36.94 36.94
954939 Database Version 4.1 Date Printed 4/28/2016
PCs Page 1 of 2
NOTE: Symbol*means user entered data.

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).
954939 Database Version 4.1 Date Printed 4/28/2016
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
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)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6154 1 S7 Autryville 3.34 3.34 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 92.65 0.00
6154 1 S7 Autryville 3.34 3.34 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 379.86 0.00
6154 10 S7 Autryville 1.41 1.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 39.111 0.00
6154 10 S7 Autryville 1.41 1.41 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 160.36 0.00
6154 11 S7 Autryville 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 97.09 0.00
6154 11 S7 Autryville 3.50 3.50 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 113.73 0.00 398.05 0.00
6154 12 S7 Autryville 2.23 2.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 61.86 0.00
6154 12 S7 Autryville 2.23 2.23 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 113.73 0.00 253.62 0.00
6154 13 S7 Autryville 2.88 2.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 79.89 0.00
6154 13 S7 Autryville 2.88 2.88 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 327.54 0.00
6154 14 S7 Marvyn 2.93 2.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 81.28 0.00
6154 14 S7 Marvyn 2.93 2.93 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 333.23 0.00
6154 2 S7 Autryville 3.77 3.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 104.58 0.00
6154 2 S7 Autryville 3.77 3.77 Hybrid Bermudagrass Hay 5.5 Tons 3/I-9/30 *275 0 0 Irrig. 275 152.56 0.00 575.17 0.00
6154 3 S7 Autryville 2.88 2.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 79.89 0.00
6154 3 S7 Autryville 2.88 2.88 Hybrid Bcrmudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 439.39 0.00
954939 Database Version 4.1 Date Printed:4/28/2016 WUT Page 1 of 2

Waste Utittcation Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs1A) abs/A)Source Tote] Use. AppGc. AppGc. 1000
Tract Field Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6154 4 S7 Autryville 2.78 2.78 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 1 0 Irrig. 50 27.74 0.00 77.1 I 0.00
6154 4 S7 Autryville 2.78 2.78 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 424.13 0.00
6154 5 S7 Autryville 3.23 3.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 89.60 0.00
6154 5 S7 Autryville 3.23 3.23 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 1 *275 0 0 Irrig. 275 152.561 0.00 492.78 0.00
6154 6 S7 Autryville 1.85 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 51.32 0.00
6154 6 S7 Autryville 1.85 1.85 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 210.40 0.00
6154 7 S7 Autryville 2.34 2.34 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 64.91 0.00
6154 7 S7 Autryville 2.34 2.34 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 266.13 0.00
6154 8 S7 Orangeburg 2.74 2.74 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 76.01 0.00
6154 8 S7 Orangeburg 2.74 2.74 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 357.22 0.00
6154 9 S7 Autryville 1.06 1.06 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 29.40 0.00
6154 9 S7 Autryville 1.06 1.06 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 113.73 0.00 120.55 0.00
Total Applied, 1000 gallons 5,763.10
Total Produced, 1000 gallons 3,337.20
Balance, 1000 gallons -2,425.90
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.
954939 Database Version 4.1 Date Printed:4/28/2016 WUT Page 2 of 2

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
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6154 I Autryville 0.60 1.0
6154 10 Autryville 0.60 1.0
6154 11 Autryville 0.60 1.0
6154 12 Autryville 0.60 1.0
6154 13 Autryville 0.60 1.0
6154 14 Marvyn 0.50 1.0
6154 2 Autryville 0.60 1.0
6154 3 Autryville 0.60 1.0
6154 4 Autryville 0.60 1.0
6154 5 Autryville 0.60 1.0
6154 6 Autryville 0.60 1.0
6154 7 Autryville 0.60 1.0
6154 8 Orangeburg 0.50 1.0
6154 9 Autryville 0.60 1.0
954939 Database Version 4.1 Date Printed 4/28/2016 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.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 40.44 80.88 121.32
rHay 6 ton R.Y.E. 300 29.38 20.22 40.44 60.66
ill Soybean 40 bu 160 15.67 37.91 75.82 113.74
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954939 Database Version 4.1 Date Printed: 04-28-2016 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.
ail le W to o�ra eCapacity
Source Name Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 95
1 2 89
1 3 132
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 171
1 11 163
1 12 143
*Available Storage Capacity is calculated as of the end of each month.
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954939 Database Version 4.1 Date Printed: 04-28-2016 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 p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
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954939 Database Version 4.1 Date Printed:4/28/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
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.
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954939 Database Version 4.1 Date Printed:4/28/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility sus is to be ended or terminated the
P
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.
-------------------------------------------------------------------------
954939 Database Version 4.1 Date Printed:4/28/2016 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.
-------------------------------------------------------------------------
954939 Database Version 4.1 Date Printed:4/28/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2,3,4, 5
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/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): 8
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.
----------------------------
----------------------------------------------
954939 Database Version 4.1 Date Printed: 04-28-2016 Crop Note Page 1 of 4

The following crop note applies to field(s): 14
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 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1, 10, 11, 12, 13,2,3,4, 5,6, 7,9
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.
------------------------------- ----------
954939 Database Version 4.1 Date Printed: 04-28-2016 Crop Note Page 2 of 4

The following crop note applies to field(s): 8
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 1001b/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): 14
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.
-------------- ------------
954939 Database Version 4.1 Date Printed: 04-28-2016 Crop Note Page 3 of 4

The following crop note applies to field(s): 1, 10, 11, 12, 13,6, 7,9
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.
--------------------------------------
-------------------------------------------
954939 Database Version 4.1 Date Printed: 04-28-2016 Crop Note Page 4 of 4

2/16/2016
Ernie Rouse
Acreage Calculations
Width Length Lane Lane Acres i Start End Start End Stop End Stop End Section Total
Pull# Section (
Spacing I La
(midsection) i Table c.1 Table (ac.) Pull Acres Pull Acres 1 ft.) (ft.)
1 270 425 270 100% 2.37 E90+ (B) I 0.530 E90+ (G) 0.440 3.34 3.34
2 A 170 198 196 j 73% 0.83 j EE75 (B)-63% 1 0.384 N/A 2 0.000 1.22 ..
B 270 342 196 73% E 7 5�B),-3 7�0/61 0.226 EE75 (G) 0.500 2.56 3.77
3 j 270 i 416 196 73% 1.87 7-E175 (B) 0.560 E175 (G) i 0.450 2.88 2.88
4 270 j 312 196 j 73% 1.67 i EE75 (B) 0.610 EE75 (G) 0.500 2.78 2.78
5 A 209 270 270 100% 1.17
B90+ (B)*77% 0.470 N/A 0.000 1.64
0.440 1.60 3.23
5 1.02 1 E90+ (B)*23% 0 E90+ (G)
B 270� 182 270 100% :i 0.14
6 1 201 225 196 73% 11 1.03 j EE75 (B)-74% 0.451 EE75 (G)-74% :! 0.370 1.85 I 1.86
--7 270 230 196 1 73% 1.23 j EE75 (B) 0.610 EE75 (G) 0.500 I 2.34 2.34
8 i A 221 94 1 270 100% 0.43 1 E90+*82% 0.435 N/A 0.000 0.86
4 1.34
8 B 270 2 i Y7 04 100% 1 E90+*1 8% I 0.095 E90+ (G) 0.440 1.88 2.74
9 191 137 270 j 100% 0.54 E90+*54% 0.286 E90+ (G)*54% 0.238 1.06 1.06
10 270 56 i 196 73% 0.30 EE75 (B) i 0.610 EE75 (G) i 0.500 1.41 1.41
11 1 270 441 203 75% 2.39 EE75 (B) 0.610 EE75 (G) 0.500 3.50 3.50
12 j 270 233 j 216 j 80% 1.16 E180 (B) 1 0.590 E180 (G) 0.480 2.23 1 2.23
13 A 135 135 270 100% 0.64
00.265 N/A 0.000 0.89
B 270 203 221 j 82% EE80 (B)*50% 0.315 EE80 (G) 0.530 1.99 2.88
14 270 351 270 100% 1.96 E90+ (B) 0.530 E90+ (G) 0.440 2.93 2.93
Total Pull Acres:; 36.95
Page 1

14
UPDATED F0411/6/07
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ERNIE ROUSE
1"= 400'

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3000 AND 3250 SERIES
SPECIFICATIONS
INSIDE STANDARD
MODEL AXLE DIAMETER LENGTHS
OF HOSE AVAILABLE
3000 1 3.0" 910'
3250 1 3.25" 840'
I
1 9 5 2 - 1 9 9 5
43 i t:
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Cadman
POWER EQUIPMENT
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- 'mod i��ryr�EYi`�".•�45
STANDARD FEATURES
• Honda 4 hp. OHV engine. • Single chain drive on drum using
p •Slowing 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
• Lift kit for gun cart. •Mechanical speed compensation
OPTIONAL FEATURES
• •Fast hitch tool bar. • Riser extension for gun cart(orchards)
• - • - • - 0 • Komet 633 vari-angle wind gun.

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LER*
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The Cadman 3000/3250 is a versatile traveller used for many different
water applications as well as liquid manure and municiple waste.
f ,
t ` TRAVEL LANE
r TURNTABLE r
t
v �
Flow Rate Inlet Pressure Hose Lane Acres Time To Apply
Model GPM PSI Hose Length I.D. Spacings per Pull 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" 280 6.1 90 minutes 9.1 hours
360 150 840' 3.25" 280 6.1 75 minutes 7.6 hours
Cadman Power Equipment Limited,whose policy is one of continuous improvement, Cadman Power Equipment's 43 years of leadership and
reserves the right to change specifications,design or prices without incurring experience in designand manufacturing stands behind
obligation. eX p9
every Cadman Traveller produced.A complete line of
pumps, pipe and accessories are all available from one
company.
arc roman JEQUIM
d
a

� _. � ,.. _. � �'= «... ��.��.%. _ .. s .. ..' x:� turf '��►�1� fggg�
aid
Reel Rain Traveler Irrigation
Series
°r r 1000
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Series 1000
Improved Design Provides Greater Operator Control
Greater control...more accurate application of both clean and this sensor will automatically disengage the drive,protecting the
wastewater. Simpler to operate.,.the smooth operation of the six Reel Rain from damage.
speed gearbox eliminates • Large selection of models. In an effort to otter customers
the need for multiple belts Ibe proper system for their irrigation needs, Reel Rain models are
and pulleys while providing available in 29 different hose size drive platform configurations.
a lull range of operating s Increased
speeds. Within a high and �;,"; _ speed range.
low range there are three From.5 feet per
speeds for increased preci- ec a minute to 12.5 '�a;_,
Sion and accuracy in corn feet per minute
(rolling application races_ you have the ab11
Knowing and controlling ity to control the
your application rates have application rate.
become crucial wastewater Six speed gearbox With Reel Rain
management tools when Irrigation equip-
trying to adhere to ever increasing regulations. Each model is ment from
available with the standard 5.5 HP Honda engine or the efficient AMADAS
Pelton Wheel slurry INDUSTRIES,
turbine.The Pelton you and your
Wheel turbine is the Dealer receive Reel Ran Model t375
ideal drive system for special attention from our fully equipped Service Department.
applying wastewater Each Service Technician is trained by the AMADAS staff engineer
'. or slurry from holding who designed your Reel Rain. The 1000 Series offers only 5 of
areas such as tanks many dependable models
t! +� and/or lagoons. The of Reel Rain Travelers.Ask
Pelton Wheel turbine STANDARD your Dealer to show you
- 1 j can be mechanically FEATURES other models that might
compensated for meet your needs. Reel
accurate applications • 6 Speed Gearbox Rain Travelers are avail-
or equipped with the able in models which will
• Automatic Hose Retrieve
_ optional Irrigation Stop efficiently irrigate from 35 to
Perron wheel slurry turbine Computer. . Rugged Frame Design 400 acres per week.
This improved design • Turntable
only starts with the drive system. Other enhancements include: . Reel Speed Compensator
• A constant pressure automatic braking system which . Safety Shielding
increases tension when the hose is being pulled out but reverts to • Galvanized Fittings
lighter tension as the hose is being retrieved. • Galvanized Gun Cart
• A positive action lock down. When engaged,this simple • Mechanical Hose Guide •..•H�BBS
brake will lock the reel in place when shifting the gearbox to neutral. • Three Year Warranty
as well as secure the reel for transport when desired. Miswind Sensor . .Reel Rain
���
• A miswind sensor. Should a miswind irregularity ever occur. faPrmrrorr sys7rtsrsll
No. of Acres Flow Rate One Pull, Applying 1"
Model Hose Length Hose I.D. Lane Spacing Covered in (G.P.M.) of Water(Hrs.) Nelson Gun
Number Feet Inches Feet One Pull Tur 151 ne Gas Turbine Gas and Pressure
1025 850 2.5 180 3.80 167 181 10.33 10.65 SR100/80 PSI
1030 965 3.0 240 5.84 260 280 10.2 9.4 SR150/80 PSI
1033 850 3.3 260 5.68 360 400 7.1 6.4 SR150)80 PSI
1325 1250 3.2 240 7.41 266 290 12.6 11.6 SR150/80 PSI
1375 1 1100 1 3.6 1 280 1 7.78 1 382 418 9.2 8.4 SR150180 PSI
1100 Holland Rd • PO Box 1833 Sufloik.VA 23439.1833 • USA 1-1 j V1 1. 1 iJ 1-1 (�3 1 M I Soulh Slappey Blvd. • P.O.Box 3687 • Alba+ry.GA 31706
Phcna(757)539-0231 Fos 1757)D34 3264 ^•""',. Phone(91214a9-2217 • Fax[phone]
AMADAS INOUSTRIFS'poricy is one or mnlirwous improvement.and we reserve the right,to charge specifications•design orpnces without incurring obfgatiori.

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) .31 —/75 Field number(identification) )CO/ ����►'
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes I # Exterior lanes [feet] Length of pull(B)
4. Wetted diameter [feet] from Field Data WorksheeGt,
5. Spacing [ Hydrant spacing [feet] S2 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1s;4 Interior or I Exterior(lane/hydrant)
�.�a(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L1)
(Pull length o0 [feet] X Wetted width 7,�[feet]( /43,560
4eff(c) Acres stop end of pull from gable 0'65 Column
3 S Total acres for travel lane length (U) (Sum: a+b + c)
Travel lane length (0, Interior or Exterior(lane/hydrant)
r). (a) Acres start end of pull from Table Column
�.30(b) Acres middle portion of pull (L2)
(Pull length 1%94[feet] X Wetted width /gS feet]} /43,560
�• (c) Acres stop end of pull from Table Column �?
0?, y Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (I! Interior or I Exterior(lane/hydrant)
(a) Acres start end of pull from Table . Column Q
�. (b) Acres middle portion of pull (L3)
(Pull lengthy[feet] X Wetted width dZ V%eet]} /43,560
a. (c)Acres stop end of pull from Table Column
3, 7 f Total acres for travel lane length (U) (Sum: a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X _1_# Lanes = .3, S7 Acres L
(b) Acres per travel lane length (L2) X �_# Lanes = 02. I// Acres 3
14(c) Acres per travel lane length (1-3) X �_#Lanes = .3. lf Acres
r 77Tota CAWW wettable acres for field (Sum: + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
US
S re of technical specialist

(Multiple worksheets inay be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
r+ Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 451 75 Field number (identification) /—d
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes # Exterior lanes _feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes _ [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _Multiple hydrants _Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (LS,_Interior or Exterior(lane/hydrant)
6, 31 = ^l,L4(a) Acres start end of pull from Table C O-1 Column
0 8 7 _ /, 74VZ(b) Acres middle portion of pull (Ll)
(Pull length[feet] X Wetted width .210[feet]) / 43,560
0pp2 S=G,�S 2 (c) Acres stop end of pull from Table 6—%CJ-/Column
(AOTotal acres for travel lane length (Ll) (Sum: a +b + c)
Travel lane length (L, Interior or_Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
)Pull length_ [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum:a + b + c)
Travel lane length (L, Interior or_Exterior(lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]] /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the fi(eld.
A0 (a) Acres per travel lane length (Ll) X # Lanes = / 44 Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
kdTotal CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed b Date:AZ4 Ir7
7 s re of technical specialist
C_J

00cm
TRANSPORT COMPANY
A DIVISION OF E.J.POPE&SON,INC.
TRANSPORTER OF BULK PETROLEUM, LP GAS
AND FERTILIZER PRODUCTS
Post Office Drawer 649•Mount Olive,North Carolina 28365
[phone]• 1-800-329-1137•Fax[phone]
................ 26.ovx.. .3...=.....$.af� .........................
N.AUGU8-3070 ...... .............................................................
1808835-1415 ..CQ-.��...X...7i�!S!9'�.-.`.......o�g..�.�........ /.s!Q•..!1.S.........
Fax[phone]
............................................................................
r, .rq�i.X...a.yN/¢ .. .....ags.=........8.,3.:?-..1 .............
CHARLESTON,SC
[phone] r �7
1600647-0285 .I.�.??.J�... �.'�,oZ�.c...,3o?S.. ....J..�J. '�.�.:.5.............
Fax[phone]a51
............................................................................
............................................................................
SPARTANBURG,Sc .r°.�..X....�..��. 4..X..,?.a..s..=.....3..a.a.Q.•..!>f......
(864)574A256
1-800-992-1055 ............................................................I..................
Fax[phone] ..!�.O:?.�.....�:.�.�.l.T.c-...�.3.'�...=- I� '-J7- a:S
..... ..........
............................................................................
CHARLOTTE,NC ' o�I/A.7..........................
......................................... .... .
[phone]
1600-2286981 ............................................................................
Fax[phone]
............................................................................
............................................................................
GREENSBORO.NC ............................................................................
[phone]
1800-238-5050 ..................................................................I.........
Fax[phone]
............................................................................
............................................................................
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AGRIMENT SERVICES INS
PO BOX 1096
BEULAVILLE,NC 28518
[phone] teUfax
10/1/99
Mr. Brian Wrenn
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington,NC 28405
Dear Mr. Wrenn,
This letter is to address the annual compliance reviews that were conducted for Aaron
Smith(31-106) &Ernie Rouse(31-M . These facilities were flagged for wettable acre
determinations. As you are aware weHave already begun the process of addressing the
wetted acre rule for farms either pending or flagged. Please review enclosed maps and
wup completed for both farms and re-evaluate their current wettable acre status. The
wettable acres coincide with the waste plan and should meet minimum criteria to exempt
the facilities from their current wetted acre status. Please call if you have any questions.
With Kind Regards,
Ronnie G. Kennedy Jr.
Technical Specialist
Agriment Services,Inc.
Cc Ernie Rouse
Aaron Smith
Duplin SWCD

***WETTABLE ACRES NOTE***
IN REFERENCE TO THE COMPUTATIONAL WORKSHEET
RELATED TO THE HOSE DRAG TRAVELER SYSTEM. THE FORMS
MAY SHOW MORE ACRES AVAILABLE BY WETTED ACRE
PROCEDURES THAN WHAT IS DISPLAYED IN THE TABLES OF
THE WASTE UTILIZATION PLAN. THE ACRES IN THE TABLES OF
THE WASTE PLAN WE BE LESS THAN THE ACRES ON THE
CHARTS. THE REASON FOR THE DIFFERENCE IS BECAUSE
AGRIMENT SERVICES, INC. CHOSE TO REMAIN CONSERVATIVE
BY NOT INCLUDING THE STOP END AREA AS COMPUTED IN DR.
EVANS' CHARTS. THIS WILL ALLOW SOME CUSHION IN CASE OF
FUTURE RULE CHANGES.

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: A6,Vle led County:
Address: PO, o s
aA/ G 49S08 Date:
Telephone: S' -
TABLE 1 -Field Specifications
ApproDdmate Mwdmum
Maodmum Maodmum Application
Usable Size Application per Irrigation Real Yeild
Field of Field(3) Sope Rate(4) Cyde(4) (Tons)
Number 2 Atx+es Soil T °� s in/hr in Corrunertts
(1)Table to be completed In Its entirety,by Field Office personnel and forwarded to the Irrigation system designer.
(2)See attached map provided by the Field Office for field location(s).
(3)Toted field acreage minus required buffer areas.
(4)Refer to NC Irrigation Guile,Field Office Technical Guide,Section I&G.Annual application must not exceed the agronomic rates for the soil and crop used.
J

TABLE 2 - Traveling Irrigation Gun Settings Date: 7/08/99
MAKE MODEL AND TYPE OF EQUIPMENT: CADMAN TRAVELLER 3250 NELSON SR 180 OUN NOZZLES:.97 60 PSI&1.Ot3" 00 PSI
EQUIPMENT SETTINGS
Zones(2) 1MVEL LANE Flow N=le
whbtn Fields Wetted Rats Dlarrreter Are . Wetted
1 Width R DIMN ter Pattern M Acros Correrrents
1 270 518 300 182 1.08 330 3.21
Z , 240 458 300 182 1.08 Wl 2.52
3 240 700 300 182 1.08 330 3.86
4 240 376 300 '182 1.08 330 2.07
5 240 265 300 182 1.08 330 1.46
6 135 683 300 182 1.08 180 1.81
7 270 425 300 182 1.08 330 2.63
8 155 546 300 182 1.0.8 160 1.94
9 135 322 300 182 1.08 180 1.00
'f 0 189 275 280 143 0.97 210 1.19
11 252 703 280 143 0.97 330 4.07
12 224 430 280 143 0.97 330 2.21
13 189 634 280 143 0.97 210 2.75
14 252 610 280 143 0.97 330 3.53
(1)See attached map provided by the Field Office for field Iocadon(s). Total Acres= 34.26
(2)Show separate entries for each hydrant Iocallon In each field. Each entry Is a separate zone.
(3)Use the following abbreVla@ons for various arc pattems: F(full circle),TO(three quarters),TT(two thirds),H(half circle),T(one third),0(one quarter).
May also use degree of arc In degrees.

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
Inm
FIELD DATA W0X%M EET
1. Make and model number CADMAN 3250
2. Hose length 840' [feet]and hose inside diameter(ID) 3.25" [inch]
3. Gun make and model number NELSON SR150R BIG GUN
4. Gun nozzle size 1.08/0.97 [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [degrees]
6. Travel lane spacing 280 [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 12 . Number of interior hydrants 1
7. Gun wetted diameter 3001280 [feet]. NO measured or YES based on gun chart.
8. Gun pressure 60 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated(show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. **Supply line size [inch](from pump to last hydrant)
11. **Supply line length [feet](maximum pumping distance)
12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled. Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data,furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
***Information fumished by
and/or
Signature of owner or facAity representative Signature o t ecialist
ERNIE ROUSE and/or RONNIE G.KENNEDY,JR.
Printed name of owner or facility representative Printed name of technical specialist
Date Date

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
XV
1. Farm number(identification) 31-MM Field number(identification) F01
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 308 [feet]Length of pull(1)
1 #of Interior lanes 0 #of Exterior lanes 550 [feet]Length of pull(2)
1 #of Interior lanes 0 #of Exterior lanes 226 [feet]Length of pull(3)
4. Wetted diameter 300 [feet]from Field Data Worksheet
5. Spacing 210 Hydrant spacing[feet] 80% [as a percentage of dia.]
6. Hydrant layout YES Multiple NO Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lane/hydrant)
0.77 (a)Acres start end of pull from Table EE80 Column B
1.70 1(b)Acres middle portion of pull(1)
(Pull length 308 X Wetted width 240 [feet])/ 43,560
0.63 (a)Acres stop end of pull from Table EE80 Column G
3.10 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) 1 Interior or Exterior(lane/hydrant)
0.73 (a)Acres start end of pull from Table EI80 Column B
3.03 (b)Acres middle portion of pull(2)
(Pull length 550 X Wetted width 240 [feet])/ 43,560
0.59 (a)Acres stop end of pull from Table EI80 Column G
4.35 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) 1 Interior or Exterior(lanethydrant)
0.73 (a)Acres start end of pull from Table EI80 Column B
1.25 (b)Acres middle portion of pull(3)
{Pull length 226 X Wetted width 240 [feet])/ 43,560
0.59 (a)Acres stop end of pull from Table EI80 Column G
2.57 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
3.10 (a)Acres per travel lane length(1) X 1 #Lanes= 3.10 Acres
4.35 (b)Acres per travel lane length(2) X 1 #Lanes= 4.35 Acres
2.57 (c)Acres per travel lane length(3) X 1 #Lanes= 2.57 Acres
Total CAV MW wettable acres for fi d(Sum:8a+8b+8c) 10.01 Acres
Wettable Acre Computational Worksheet Completed by: Date: 41

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 3146 Field number(identification) FOl
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 115 [feet]Length of pull(1)
#of Interior lanes #of Exterior lanes [feet]Length of pull(2)
#of Interior lanes #of Exterior lanes [feet]Length of pull(3)
4. Wetted diameter 300 [feet]from Field Data Worksheet
5. Spacing 210 Hydrant spacing[feet] 80% [as a percentage of dia.]
6. Hydrant layout YES Multiple NO Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lanethydrant)
0.77 (a)Acres start end of pull from Table EE80 Column B
0.63 (b)Acres middle portion of pull(1)
(Pull length 115 X Wetted width 240 [feet])/ 43,560
0.63 (a)Acres stop end of pull from Table EE80 Column G
2.03 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(2)
(Pull length 0 X Wetted width 240 [feet]}/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(3)
(Pull length 0 X Wetted width 240 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
2.03 (a)Acres per travel lane length(1) X 1 #Lanes= 2.03 Acres
0.00 (b)Acres per travel lane length(2) X 1 #Lanes= 0.00 Acres
0.00 (c)Acres per travel lane length(3) X 1 #Lanes= 0.00 Acres
Total CAWMP wettable acres for field Sum:8a+8b+8c) 2.03 Acres
Wettable Acre Computational Worksheet Completed by: ( Date: q1C&1W

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
/7s
1. Farm number(identification) 314" Field number(identification) F02
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 136 [feet]Length of pull(1)
1 #of Interior lanes 0 #of Exterior lanes 563 [feet]Length of pull(2)
1 #of Interior lanes 0 #of Exterior lanes 290 [feet]Length of pull(3)
4. Wetted diameter 280 [feet]from Field Data Worksheet
5. Spacing 240 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple NO Single
YES Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lanethydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
0.39 (b)Acres middle portion of pull(1)
(Pull length 136 X Wetted width 126 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
1.08 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) 1 Interior or Exterior(lane/hydrant)
0.68 (a)Acres start end of pull from Table EI90 Column B
3.26 (b)Acres middle portion of pull(2)
{Pull length 563 X Wetted width 252 [feet])/ 43,560
0.56 (a)Acres stop end of pull from Table EI90 Column G
4.50 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) 1 Interior or Exterior(lane/hydrant)
0.68 (a)Acres start end of pull from Table EI90 Column B
1.68 (b)Acres middle portion of pull(3)
{Pull length 290 X Wetted width 252 [feet])/ 43,560
0.56 (a)Acres stop end of pull from Table EI90 Column G
2.92 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
1.08 (a)Acres per travel lane length(1) X 1 #Lanes= 1.08 Acres
4.50 1(b)Acres per travel lane length(2) X 1 #Lanes= 4.50 Acres
2.92 (c)Acres per travel lane length(3) X 1 #Lanes= 2.92 Acres
Total CAWMP wettable a res for field Sum:8a+8b+8c) 8.50 Acres
Wettable Acre Computational Worksheet Completed by: Date: Cl

Irrigates!Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
f
1. Farm number(identification) 314a Field number(identification) F02
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 194 [feet]Length of pull(1)
#of Interior lanes #of Exterior lanes [feet]Length of pull(2)
#of Interior lanes #of Exterior lanes [feet]Length of pull(3)
4. Wetted diameter 280 [feet]from Field Data Worksheet
5. Spacing 240 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple NO Single
YES Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lanethydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
1.12 (b)Acres middle portion of pull(1)
(Pull length 194 X Wetted width 252 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
1.81 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(2)
(Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 1(b)Acres middle portion of pull(3)
(Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
1.81 (a)Acres per travel lane length(1) X 1 #Lanes= 1.81 Acres
0.00 (b)Acres per travel lane length(2) X 1 #Lanes= 0.00 Acres
0.00 (c)Acres per travel lane length(3) X 1 #Lanes= 0.00 Acres
Total CAWMP wettable ac es for field(Sum:8a+8b+8c) 1.81 Acres
r �}
Wettable Acre Computational Worksheet Completed by: Date: 7

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WO][tKSSHEET
1. Farm number(identification) 314d 7s Field number(identification) F03
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 369 [feet]Length of pull(1)
0 #of Interior lanes 1 #of Exterior lanes 433 [feet]Length of pull(2)
0 #of Interior lanes 1 #of Exterior lanes 276 [feet]Length of pull(3)
4. Wetted diameter 300 [feet]from Field Data Worksheet
5. Spacing 240 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple NO Single
YES Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lane/hydrant)
0.80 (a)Acres start end of pull from Table EE90 Column B
2.29 1(b)Acres middle portion of pull(1)
(Pull length 369 X Wetted width 270 [feet])/ 43,560
0.66 (a)Acres stop end of pull from Table EE90 Column G
3.75 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lane/hydrant)
0.80 (a)Acres start end of pull from Table EE90 Column D
1.34 (b)Acres middle portion of pull(2)
(Pull length 433 X Wetted width 135 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
2.14 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or 1 Exterior(lanethydrant)
0.80 (a)Acres start end of pull from Table EE90 Column B
1.71 1(b)Acres middle portion of pull(3)
(Pull length 276 X Wetted width 270 [feet])/ 43,560
0.66 (a)Acres stop end of pull from Table EE90 Column G
3.17 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
3.75 (a)Acres per travel lane length(1) X 1 #Lanes= 3.75 Acres
2.14 (b)Acres per travel lane length(2) X 1 #Lanes= 2.14 Acres
3.17 (c)Acres per travel lane length(3) X 1 #Lanes= 3.17 Acres
Total CAWMP wettable acres for field um:8a+8b+80 9.06 Acres
Wettable Acre Computational Worksheet Completed by: A44-�D"'&MDate: ! g

Irrigated Acreage Determination Procedures
far Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
�f
1. Farm number(identification) 31-�1 Field number(identification) F04
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 397 [feet]Length of pull(1)
0 #of Interior lanes 1 #of Exterior lanes 172 [feet]Length of pull(2)
#of Interior lanes #of Exterior lanes 0 [feet]Length of pull(3)
4. Wetted diameter 300 [feet]from Field Data Worksheet
5. Spacing 240 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple NO Single
YES Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lane/hydrant)
0.80 (a)Acres start end of pull from Table EE90 Column B
1.41 (b)Acres middle portion of pull(1)
(Pull length 397 X Wetted width 155 [feet])/ 43,560
0.66 (a)Acres stop end of pull from Table EE90 Column G
2.87 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lane/hydrant)
0.80 (a)Acres start end of pull from Table EE90 Column B
0.53 (b)Acres middle portion of pull(2)
(Pull length 172 X Wetted width 135 [feet])/ 43,560
0.66 (a)Acres stop end of pull from Table EE90 Column G
1.99 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or Exterior(lanethydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(3)
(Pull length 0 X Wetted width 270 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
2.87 (a)Acres per travel lane length(1) X 1 #Lanes= 2.87 Acres
1.99 (b)Acres per travel lane length(2) X 1 #Lanes= 1.99 Acres
0.00 (c)Acres per travel lane length(3) X 1 #Lanes= 0.00 Acres
Total CAWMP wettable acres for field um:8a+8b+8c) 4.87 Acres
17 1
Wettable Acre Computational Worksheet Completed by: Date:

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 314MM ;7'-r Field number(identification) F05
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes 0 #of Interior lanes 1 #of Exterior lanes 470 [feet]Length of pull(1)
#of Interior lanes #of Exterior lanes 0 [feet]Length of pull(2)
#of Interior lanes #of Exterior lanes 0 [feet]Length of pull(3)
4. Wetted diameter 280 [feet]from Field Data Worksheet
5. Spacing 222 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple NO Single
YES Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or 1 Exterior(lanethydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
2.72 (b)Acres middle portion of pull(1)
{Pull length 470 X Wetted width 252 [feet])/ 43,560
0.58 (a)Acres stop end of pull from Table EE90 Column G
3.99 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(2)
(Pull length 0 X Wetted width 126 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(3)
{Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(3)(Sum:a+b+c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
3.99 (a)Acres per travel lane length(1) X 1 #Lanes= 3.99 Acres
0.00 (b)Acres per travel lane length(2) X 1 #Lanes= 0.00 Acres
0.00 (c)Acres per travel lane length(3) X 1 #Lanes= 0.00 Acres
Total CAVVW wettable a-res for fiel (Sum:8a+8b+8c) 3.99 Acres
Wettable Acre Computational Worksheet Completed by: Date:

14
F05
13 � Q
11 �
12
F02
40 1
10
S
7 4
F01 ---- --
F03 <
6 �a
i
3 2 _
ERNIE ROUSE
1"=4W

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
--`" FIELD DATA WORKSHEET*
1. Make and model number 6AD4,f4AJ v%26�0
2. Hose length [feet] and hose inside diameter (ID) [inch]
3. Gun make and model number 44-4 SOA/Jqr /3<4
4. Gun nozzle size �• 97[inch], ring orifice, taper bore orifice
S. Gun arc angle [degrees] f3o
6. Travel lane spacing CM0 [feet]. Indicate whether uniform or random.
Number of exterior hydrants Number of interior hydrants
7. Gun wetted diameter.30 o'�0[feet]. measured or abased on gun chart.
8. Gun pressure� [psi] observed at working gauge,
'determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number `w�
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
***Information furnished by
and/or
Signature of owner or facility representative Signature of technical specialist
Printed name of owner or facility representative Printed name of technical specialist
Date Date
J 'wd�
***Only the person or people collecting the data should sign the Field Data Worksheet.
8

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) .51-L//d Field number(identification) �002
2. Irrigation system designation -""Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes I #Exterior lanes lqy feet] Length of pull(Ll)
#Interior lanes #Exterior lanes [feet] Length of pull(12)
#Interior lanes #Exterior lanes [feet] Length of pull(13)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] q0 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or I Exterior(lane/hydrant)
- �09(a)Acres start end of pull from Table &Y'9 Column
(b)Acres middle portion of pull (Ll)
{Pull length [feet] X Wetted width T?5�[feet]} /43,560
(c)Acres stop end of pull from Table iOW O Column
Total acres for travel lane length (LI) (Sum:a+b+ c)
Travel lane length (L_ Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width [feet]} /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum:a+b + c)
I
Travel lane length (L Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull(W)
{Pull length [feet] X Wetted width [feet]} /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum:a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
4-9/ (a)Acres per travel lane length(Ll) X 7 #Lanes = Acres
(b)Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length(L3) X #Lanes = Acres
Total CAWMI'wettable acres for field (Sum: 8a+ 8b +8c)
Wettable Acre Computational Worksheet Completed by: Date:
i ature of tec ical specialist
1

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) ,31 -`� Field number(identification) Fa 3
2. Irrigation system designation / Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes feet] Length of pull(Ll)
#Interior lanes #Exterior lanes LESS [feet] Length of pull(L2)
#Interior lanes I #Exterior lanes 0?7(0[feet] Length of pull(13)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant -,"' Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or Exterior(lane/hydrant)
•8 (a)Acres start end of pull from Table v Column
�?�9 (b)Acres middle portion of pull (Ll)
{Pull length [feet] X Wetted width ol;�V[feet]} /43,560
(c)Acres stop end of pull from Table Column
3.9 Total acres for travel lane length (U) (Sum:a+b +c)
Travel lane length (L Interior or i Exterior(lane/hydrant)
(a)Acres start end of pull from Table 65V Column $
(b)Acres middle portion of pull (L2)
{Pull length 4133[feet] X Wetted width lf:5� [feet]} /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a+b + c)
Travel lane leng
th (L, Interior or 1 Exterior(lane/hydrant)
•g� (a)Acres start end of pull from Table �'0� Column a
(b)Acres middle portion of pull(L3)
(Pull length[feet] X Wetted width a2�b [feet]} /43,566O
(c)Acres stop end of pull from Table Column
3i7 Total acres for travel lane length (L3) (Sum:a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
-�• 2�'(a)Acres per travel lane length (L1) X #Lanes = -7 '7570 Acres
(b)Acres per travel lane length(L2) X #Lanes = a• 7,I Acres
(c) Acres per travel lane length(L3) X / #Lanes = /17 Acres
06 Total CAWMP wettable acres for field (Sum: 8a+8b +8c)
Wettable Acre Computational Worksheet Completed by: Date:
St ture of technical specialist
l.s

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-`AP Field number(identification) FO`
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes I #Exterior lanes .3q 7 feet] Length of pull(Tdh
Up
#Interior lanes 1 #Exterior lanes I r7 [feet] Length of pull(LT)
#Interior lanes - #Exterior lanes r [feet] Length of pull(L3)
4. Wetted diameter 10 0 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and travel lane location.
Travel lane length Interior or I Exterior(lane/hydrant)
•�d (a)Acres start end of pull from Table A546P Column F
(b)Acres middle portion of pull (Ll)
(Pull length_j[feet] X Wetted width A(S [feet]) /43,560
(c)Acres stop end of pull from Table EE 90 Column _
o.97 Total acres for travel lane length (U) (Sum: a+b +c)
^ Travel lane length ft Interior or I Exterior(lane/hydrant)
(a)Acres start end of pull from Table 66V Column
(b)Acres middle portion of pull (L2)
(Pull length��� [feet] X Wetted width 436 [feet]) /43,560
(c) Acres stop end of pull from Table EE90 Column—
g5 Total acres for travel lane length (L2) (Sum: a+b +c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]) /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum:a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
a (a)Acres per travel lane length (M) X / # Lanes = a•87 Acres
(b)Acres per travel lane length (L2) X # Lanes = /. 99 Acres
(c) Acres per travel lane length (L3) X # Lanes = -- Acres
hood CAViW wettable acres for field (Sum: E0+8b +80
Wettable Acre Computational Worksheet Completed by: Date: g qq
S► n ture of techiVical specialist
15

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
lawk Hard Hose Traveling Gun System
rr'r
COMPUTATIONAL WORKSHEET
1. Farm number(identification) y 10 Field number(identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes Y90 feet] Length of pull(Ll)
#Interior lanes # Exterior lanes [feet] Length of pull(12)
#Interior lanes #Exterior lanes [feet] Length of pull(13)
4. Wetted diameter o26 o [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or -o'�Exterior(lane/hydrant)
65 (a)Acres start end of pull from Table Column je
(b)Acres middle portion of pull (Ll) nr
(Pull length±lb [feet] X Wetted width oQO'- [feet]} /43,560
S$ (c)Acres stop end of pull from Table r� d Column
.3q�1 Total acres for travel lane length (U) (Sum:a+b+ c)
Travel lane length (I j Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L2)
(Pull length [feet] X Wetted width [feet]} /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a+b + c)
Travel lane length (I j Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]} /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum:a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
•�9(a)Acres per travel lane length (M) X #Lanes = Acres
(b)Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length (L3) X #Lanes = Acres
3 Total CAWMP wettable acres for field (Sum: 8a+ 8b + 80
r
Wettable Acre Computational Worksheet Completed by: Date:
ji'ature of technical specialist

(Multiple worksheets may he needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 3' "`� Field number(identification) �y 2
2. Irrigation system designation -*** Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes feet] Length of pull(Ll)
r #Interior lanes #Exterior lanes [feet] Length of pull(L2)
! #Interior lanes #Exterior lanes a90[feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant 1 Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or I Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (Ll)
(Pull length)&[feet] X Wetted width [feet]} /43,560
(c)Acres stop end of pull from Table Column
/08 Total acres for travel lane length (U) (Sum: a+b+ c)
Travel lane length (I j Interior or Exterior(lane/hydrant)
(9 (a) Acres start end of pull from Table Column_
(b)Acres middle portion of pull (L2)
(Pull length feet X Wetted width o.&02 feet /43,560
(c) Acres stop end of pull from Table 90 Column
�b Total acres for travel lane length (1112) (Sum: a+b + c)
I
Travel lane length(I j Interior or Exterior(lane/hydrant)
•�S (a)Acres start end of pull from Tablet 6 Column—
(b)Acres middle portion of pull (13)
(Pull length[feet] X Wetted width Oa�2[feet])/43,560
•�� (c)Acres stop end of pull from Table �5I90 Column
c 9 V- Total acres for travel lane length (0) (Sum: a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
• OR (a)Acres per travel lane length (Ll) X #Lanes = Acres
(b)Acres per travel lane length (1.2) X #Lanes = yid Acres
(c) Acres per travel lane length(L3) X / #Lanes = Acres
•!(0 Total CAVdW wettable acres for field (Sum: +8b +8c)
r
Wettable Acre Computational Worksheet Completed by: Date: �Q �l
ig ature of tech ical specialist
15

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 3' '�� 0 Field number(identification) F& 1
2. Irrigation system designation .,�Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes I S feet] Length of pull(Ll)
#Interior lanes #Exterior lanes [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter T6 0 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing,and travel lane location.
Travel lane length (L, Interior or Exterior(lane/hydrant)
• 7'7(a)Acres start end of pull from Table f680 Column 8
.��(b)Acres middle portion of pull (Ll)
(Pull length[feet] X Wetted width aqD[feet]) /43,560
•�3 (c)Acres stop end of pull from Table 9EBo Column
Total acres for travel lane length (LI) (Sum:a+b +c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum:a+b + c)
r
Travel lane length (I j Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]) /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (0) (Sum: a+ b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
�y3 (a) Acres per travel lane length(Ll) X #Lanes = Acres
(b)Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length (L3) X #Lanes = Acres
a?O�Total CAVWW wettable acres for field(Sum: ma+8b +8c)
Wettable Acre Computational Worksheet Completed by: kjox�rlffjDate: /� �g
%gn re of tec cal specialist
15

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31- 41 Field number(identification) 501
2. Irrigation system designation i Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes I #Exterior lanes .3og feet] Length of pull(Ll)
i #Interior lanes #Exterior lanes 55 0 [feet] Length of pull(L2)
I #Interior lanes #Exterior lanes c2 [feet] Length of pull(13)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] 50 [as a percentage of wetted diameter]
6. Hydrant layout / Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or / Exterior(lane/hydrant)
•�� (a)Acres start end of pull from Table EE80 Column
rl0(b)Acres middle portion of pull (Ll)
{Pull length3y8 [feet] X Wetted width [feet]} /43,560
�P3 (c)Acres stop end of pull from Table E680 Column—
�•I d Total acres for travel lane length (U) (Sum: a+b+c)
Travel lane length (L,--L Interior or Exterior(lane/hydrant)
•�3 (a)Acres start end of pull from Table 4r6d? Column
(b)Acres middle portion of pull (L2)
(Pull length�O [feet] X Wetted width c 240 [feet]} /43,560
(c) Acres stop end of pull from Table 60 Column _
•3�Total acres for travel lane length (1,2) (Sum:a+b+c)
Travel lane length (L,--L Interior or Exterior(lane/hydrant)
•7-� (a)Acres start end of pull from Table A6.77—eo Column
(b)Acres middle portion of pull(L3)
59 (Pull length[feet] X Wetted width cQqb [feet]) /43,560
(c)Acres stop end of pull from Table ,F 150 Column
a'$ Total acres for travel lane length (0) (Sum:a+ b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
•3.1 o (a)Acres per travel lane length(Ll) X L #Lanes = 3. t d Acres
N.35(b)Acres per travel lane length (L2) X #Lanes = I.31 Acres
a•5? (c) Acres per travel lane length(L3) X 1 #Lanes = Acres
le-10cTotal CAWMl'wettable acres for field (Sum: +8b +8c)
Wettable Acre Computational Worksheet Completed by: Date:*/
/1 Ql
Sin re of tech 4- al specialist
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CARROLL'S FOODS, INC.
P.0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM NAME OR NUMBER ER�IiEt�� ct
FARM DESCRIPTION
r LOCATION SQ . 19 04
4�itJk bill
COMPANY FARM
CONTRACT GROWER

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FARMER'S NAME DISTRICT
• • ►
• • SHEET NO. WORK
CROPLAND-ACRESWATERSHEI) AREA MEASUREMENTS
WOODLAND-ACRES TOTAL-ACRES;l POND CLASS
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approx.scale lit feet)
Locate reference Poin(-m center line of dam and Identify on skelck
OEM■/i■���lJ■®■■■■■■■ir1■■■
■■■■tip■■■■■t��■■�■■■■■�l■■■
MENEM MEMEMEMMEMMENEEMEME
IN ON■!� MEN MEMEMINNIONEENEE
MEMNON MENNOMEMEMEEMM
INEMEMSEE EMENOMM"NEMEMEM(Continued on back wAcry n,,cis,,v) SAowwalcr$able elevations on dcm-sitcft9 nos.
■■
BORING NUMBER AND PROFILE
Make and list dam-silt and sollfwag,bodnos first-sher,ponded cca and borrow pj(borf,gs*scparate with Locrocal rvd line.
CObinQli �101MIM01010101©
®®1�1�1�!■�!�1��1®I�l�l�l�!�1����l�l�l�l�
�22001 INVIi I ■l�i�l�l�l�! fl�l�l���l�l�l�l�
C�7�!�l�i��■ l�l�■;�1l�l�l�l�!�iL�!l�l�l�l���l�l�
' �l�I�I�!�l �1����1�I�I�l�i�l�l�1�!Ol�1�l�1■
®�' 1�1®I�i�!�lii !�11�1�1�`t!�1�1�1�i�1■1�I�f�
;•RINGS MAJ)E By SIGNATURE & 7TI7LE
1

rn�c
C 11 Ne,ar cs res i cue-,c e ox' 1700 7�
�•�� Seaso,nal Wm+c,,r Table flew. 4 0-Ov
•So i 1,s i, We *3 Aow Clay eK d i?� a�'
P1e,,. JF.d . Vve 4-o weak t 4jd cv,Ialy /^ 1
a raa S I des D`r �a�o0h 41 kow& 4v b e I i n ed
w l+- LIMY . 7:4 de-u5s, bo-Ifo„ is below
t%Iw.. 3 0 parr o' +he, bo-Ham o A +hZ Wed
s ids o-� �ayoo�+ w;I t have, fo li►icd alto,

Operator:ERNIE ROUSE County: DUPLIN Date: 01/13/93
Distance to nearest residence (other than owner) : 1700.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
3600 head (finishing only) x 135 lbs. - 486000 lbs
0 sows (f arrow .to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 486000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 486000 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 486000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 200.0 feet ; Inside top width 485.0 feet
Top of dike at elevation 49.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48.5 feet
Bottom of lagoon elevation 38.5 feet
Seasonal high water table elevation 40.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 479.0 10.0
AREA OF TOP
LENGTH * WIDTH =
194.0 479.0 92926.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
134.0 419.0 56146.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 449.0 294544.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
92926.0 294544.0 56146.0 1.7

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 739360 CU. FT.
(01",
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 485.0 97000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 97000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 486000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 118684 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 = 56583.3 cubic feet

50. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 60625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 118684 cubic feet
5B. 0 cubic feet
5C. 56583 cubic feet
5D. .60625 cubic feet
TOTAL 235892 cubic feet
6. SUMMARY
Total required volume 721892 cubic feet
Total design volume avail. 739360 cubic feet
Min. req. treatment volume plus sludge accumulation 486000 cubic feet
At elev. 45.7 feet ; Volume is 498833 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 678735 cubic feet
At elev. 47.7 feet ; Volume is 670796 cubic feet (start pumping)
Seasonal high water table elevation 40.0 feet �
7. DESIGNED BY: APPROVED BY:
DATE: 3 of•j DATE: Z �0 - 9 r / 1 /
7�a �•C. Co - S.% kfw 74 �e Sol ly isc L e s�•, a--��0,.% (PJ s�D"v TB
zo C476 oh ,c ,�. w K s ba-t��e Q w� I� F a o A
( � S �� v e r-5 i a k-d � f x / �J
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 47.7 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 45.71or- before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

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Orientation: -46.0 Z Magnification: 19.4 Inclination: 20.8
11111 l
11111 11� 1 l
1111 111 N
1111 111 .� .
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Lower Left 3D Mesh Surface
3D Mesh Surface
Balanced
Project: ERNIE ROUSE
Drawing: 6 720'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

................................................................................................................
................................................
................................................
................................
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Plot of the contour data for the surface:
Balanced
Project: ERNIE ROUSE
Drawing: 6 72els
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared tag: using Sitework

39.46
...................
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. ERNIE ROUSE: 6 720'S: Balanced 13 JAN 93 4: 12 PM

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United States Soil
Department of Conservation P. U. BOX 277
t
Agriculture Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER
LOCATION OF SITE
SIZE OF PROPOSED OPERATION 36 D A 1-6 2
IS SOIL SUITABLE FOR LAGOON? YES
"NO SOIL CLASS. u
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT l-2 0 O �',
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE S --PJ
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT a3 �•' �'c'��', �ba- d�
DOES LANDOWNER HAVE ENOUGH ACREAGE YES v NO
IF NO DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO
WILL FACILITY INVOLVE*'ALTERING WETLANDS? YES NO�
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY 'REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIN COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES_ NO
ADDITIONAL COMMENTS �
Coll
xtg b
aA-Z C.�.L
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGHED. IF DESIGN HAS NOT BEEN
'COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGN.
The Sol Conservation S+rvice /
vis an agency of ttwe T� �� DATE / 2--i�
Department of Agriculture SIGNATURE

US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner Er i e o vJt County
Location/Tract & Field Number TS'laC { Acreage
Prepared by D 7 c-f Date I '10
Brief Description of Planned Practice/RMS/Project Measure:
l—rngaon . Cr [i4al Area a" &.j-fVe*e- lot-1-t ,As
Environmental Factors and Resources to Identify and Evaluate L/
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (LAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2 . Endangered and/or threatened species: (References: 190-GM
410.22 ; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3 . Is a designated natural or scenic area included in the planning
area or will planned actions impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and . 24)
✓ No
Yes - If yes., encourage landuser to consult with concerned
agencies., societies, and individuals to arrive at
mutually, satisfactory land use and treatment.
4.. Does the- planning: area. include.. the,. 10.Q-year• flood. plain?
(References:,. NC.PM•;; 19..Q-GM 410.25i;.. HUD- Flood. Plain. maps):
No
Yes -- If, yes,,.
Is the. assisted, action. likely to have. significant
adverse effects. on exist-ing: natural and beneficial
values. in the flood plain?
-- Is. there a practical alternative outside the flood
plain?•
-- ,Has. the flood plain. been used for agricultural
production for at least 3. of the- last 5 years?
5., Is an. a -chaeol:ogical or historical site located, in. the. planning
area.? (References:. NGPM;. 420-GM 401;- National Register. of
Historic Places)..
No
Yes - I f, yes,,: have. steps. been; taken to ensure the
protection: of this area?,
6. Are there any, prime-, unique, or locally important farmlands, in
the operating: unit?* (References: 310-GM)
No
Yes - If yes-., identify on a soils map or legend. Av6A61 Mc-(-
7:. Will the action result in- sodbusting?
No Yes
8.. Will the. action. result in. swampbusting?
No Yes
9.. I:s there: a potential for- controversy.?- From. whom?. 4CJj'O1A$A
'' No.. ✓ Yes. 9A U tyr

10. Are permits required?/Should the person contact permit agencies?
✓ No Yes
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980 ;
File Code : 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Frnit ROVj County
.
Community or Group No.•ME7-4 ; Conservation Plan No.
Estimated Depth of Water,to Top of. Dam Ft. length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by -reach of flood plain downstream to the point of estimated minor effect
.from sudden * dam-failure.. i
• Est.-­Elev. :Est... evation
Kind of :Improvements:
. . . . .• •,;.-.: ,:••..of 'breach
•
Reach: length: Width: Slope: Land Use . Improvements Above Floodwater Above
• flood Plain: Flood Plain
• Ft.•
• Ft: . -Ft. : • Ft..
1
3 -
Describe potential for loss-of life and datAge. to' existing or probable future downstream
improvements from a sudden'breach o oo Ict pa tAe C
ovo o YA i o 4
Hazard Classification of Dam & b, c) (see NEM-Part 520.21)
Classification (I, II, III, (0, v)
B Q c•� Date 4' 3
Y
nam (title)
Concurred •5 Date — 1
:y
name title
NOTE: 1. Instructions 'on.reverse -side.:
2, Attach additional sheets as needed.

Fl iendalti
M
7184
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1549
we
40
It
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*83
o c 1 • f� i
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r ee
3
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,
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40
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1732

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
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

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 opposed to flowi;
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 - -
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.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
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

1
' C •1
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

1
.r •
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.

(rs, 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" 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 O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l 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 liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

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