310106_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: 31-0106 Certificate Of Coverage Number: AWS310106
2. Facility Name: Aaron Smith Old
3. Landownees Name(same as on the Waste Management Plan): Aaron Smith
4. Landowner's Mailing Address: 3657 NC 111 903 N
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-3627 Ext. E-mail:
5. Facility's Physical Address: 3657 NC 111 903 N
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): W' r Phone No.: 9 - OIC#:
A'U-9%00-TC-AA z- to
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 4,080
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGO0N#1 / $' 7 a ? 1p It f 25,700.00 19.00
LAGOON#2 fp 12E 30,056.00 19.00
LAGOON#3 �Q, Z 4 47,916.00 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 143-215.1OC(d)to the address below. -
The CAWMP most 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 1437215.613, 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 $10,006 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, ignature should be b a principal executive officer of the corporation):
Name: �` ary n Title: O W,` r
r
Signature- Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0212019

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
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 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 dispose!options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
-3113119
Signature of AcTni4cmapil Specialist Date

Nutrient Management Plan For Animal Waste Utilization
07-03-2017
This plan has been prepared for: This plan has been developed by:
Aaron Smith New Farm (31-844) Ronnie G. Kennedy Jr.
Aaron Smith Agriment Services, Inc.
3657 N. NC 111 &903 Hwy PO Box 1096
Albertson, NC 28508 Beulaville, NC 28518
252-568-3627 252-568-2648
,,Aeveloper 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.
MI
/ -5-_r7
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.
7
Plan Approved Y roved B : 7
7Technical Specialist Signature Date
311603 Database Version 4.1 Date Printed: 07-03-2017 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 5882
Incorporated 7058
Injected 7058
Irrigated 5882
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,882 9297 -3,415 5,157,654 -1,894,614
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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.
311603 Database Version 4.1 Date Printed: 07-03-2017 Source Page 1 of 1

-r, Narrative
7/3/2017
No changes made to wettable acres. Only changes to crops planned.
I
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311603 Database Version 4.1 Date Printed: 07-03-2017 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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
71324 1 4.15 4.15 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 1 2 2.26 2.26 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 3 1.16 1.16 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 4 0.87 0.87 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 5(1) 5.62 5.62 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71324 5(2-4) 9.97 9.97 N/A Blanton Annual Ryegrass-Pasture 1.2 Tons
Pearl Millett,Pasture 4.1 Tons
71324 6 10.88 10.88 N/A jPactolus Ismail Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 34.91 34.91
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 potenfial 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).
311603 Database Version 4.1 Date Printed 7/3/2017
PCs Page I of 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
itrogen Canm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manu 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• Appiic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71324 1 S7 kutryville 4.15 4.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 115.12 0.00
71324 1 S7 kutryville 4.15 4.15 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 619.33 0.00
71324 2 S7 kutryville 2.26 2.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 62.69 0.0
71324 2 S7 kutryville 2.26 2.26 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 337.27 0.00
71324 3 S7 lAutryville 1.16 1.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 32.18 0.00
71324 3 S7 kutryville 1.16 1.16 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 173.11 0.00
71324 4 S7 kutryville 0.87 0.87 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 24.13 0.00
71324 4 S7 kutryville 0.87 0.87 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 129.84 0.00
71324 5(1) S7 Autryville 5.62 5.62 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 155.89 0.00
71324 5(1) S7 Autryville 5.62 5.62 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 629.81 0.00
71324 5(2-4) S7 Blanton 9.97 9.97 Annual Ryegrass-Pasture 1.2 Tons *9/1-3/31 43 0 0 Irrig. 43 23.86 0.00 237.84 0.00
71324 5(2-4) S7 Blanton 9.97 9.97 Pearl Millett,Pasture 4.1 Tons 4/1-9/15 162 0 0 Irrig. 162 89.87 0.00 896.05 0.00
71324 6 S7 Pactolus 10.88 10.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 301.80 0.00
71324 6 S7 Pactolus 10.88 10.88 Hybrid Bermudagrass Hay 15.0 Tons 3/1-9/30 239 0 0 brig. 239 132.59 0.00 1,442.60 0.00
311 Database Version 4.1 Date Printed:7/3/2 WUT Page ,' )f 2

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 Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 5,157.65W
Total Produced,1000 gallons 3,263.04 t2,
Balance,1000 gallons -1,894.61
Total Applied,tons 777-11 0.00
Total Produced,tons i 0.00
j. `3"
Balance tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
311 Database Version 4.1 Date Printed:7/3/2 WUT Page ^ 4 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)
71324 1 Autryville 0.60 1.0
71324 2 Autryville 0.60 1.0
71324 3 Autryville 0.60 1.0
71324 4 Autryville 0.60 1.0
71324 5(1) Autryville 0.60 1.0
71324 5(2-4) Blanton 0.75 1.0
71324 6 IPactolus 0.75 1 1.0
311603 Database Version 4.1 Date Printed 7/3/2017 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 betaken 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 39.54 79.08 118.62
Hay 6 ton R.Y.E. 300 29.38 19.77 39.54 59.31
Soybean 40 bu 160 15.67 37.07 74.14 111.21
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311603 Database Version 4.1 Date Printed: 07-03-2017 Sludge Page 1 of l

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 92
1 2 85
1 3 111
1 4 132
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 168
1 11 156
1 12 135
*Available Storage Capacity is calculated as of the end of each month.
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311603 Database Version 4.1 Date Printed: 07-03-2017 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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311603 Database Version 4.1 Date Printed:7/3/2017 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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311603 Database Version 4.1 Date Printed:7/3/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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311603 Database Version 4.1 Date Printed:7/3/2017 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.
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311603 Database Version 4.1 Date Printed:7/3/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): 6
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1,2,3,4
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.
----------------------------------------------------- g
311603 Database Version 4.1 Date Printed: 07-03-2017 CropNote Page 1 of 3

Small Grain: CP,Mineral Soil,medium leachable The following crop note applies to field(s): 6
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1,2,3,4, 5 (1)
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.
---------------------------------------------------------------------------------
311603 Database Version 4.1 Date Printed: 07-03-2017 Crop Note Page 2 of 3

The following crop note applies to field(s): 5 (1)
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 5 (24)
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 5 (2-4)
Pearl Millett: No Comment
---------------------------------------------------------------------------------
311603 Database Version 4.1 Date Printed: 07-03-2017 Crop Note Page 3 of 3

c _RRR1YA n T40A
Aa�R A T37A
Ag-Rain has more than 20 years T30A
experience in the design and 2,
manufacture of traveling Irrigators. The
Ag-Rain Turbine Motor was developed „
specifically for travelers. It has proven F
itself worldwide, time and time again,
with performance you can depend on.
o. 't.(
FF
Ir
KIFCO
UM
low
i
f�
t - -
Ag-Rain travelers are also available with special turbine
runners to work with slurry. The slurry must be free of fibrous
+ material and solids must not exceed 3/8". Otherwise slurry
should be applied using an Ag-Rain Engine Drive Slurry-Reel.

Tr, MA
Performance Information
Model FLOW INLET SPRINKLER 'WETTED WETTED ACRES W/
(G.P.M.) PRESSURE PRESSURE WIDTH LENGTH 1INCH IN
(P.S,I.) (P.S.I.) (Ft.) (Ft.-MAX) 5 DAYS
T40A 280 104 70 240 1370 72
with 300 107 70 250 1375 77
NELSON 350 116 70 260 1380 90
SR20OR 400 126 70 270 1385 102
Sprinkler
• 450 138 70 280 1390 115
1 480 145 70 290 11395 1 123
j>
Row Crop Gun Cart with galvanized body i T37A 220 99 70 220 1160 56s with 250 104 70 230 1165 64
standard equipment.An optional Low Profile NELSON 300 113 70 245 1173 77
Gun Cart is also available. SR15OR 350 125 70 250 1175 90
Sprinkler 400 137 70 255 1178 102
420 142 70 260 1180 107
T30A 180 104 60 210 1085 46
with 200 111 60 215 1088 51
NELSON 220 129 70 225 1093 56
-- - SR150R
Sprinkler 240 137 70 230 1095 61
*� 260 147 70 235 1098 67
ry
Recommended width is based on 70%of the wetted diameter
x s
x ''f Standard Features
Radial Inflow Turbine -The heart of the drive system.
Low Profile Gun can(Galvanized Body). This extremely efficient motor delivers quiet, smooth,
continuous power. All the water you pump goes through
Specifications the sprinkler. None of the water is wasted as in bellows
Model T40A T37A T30A or piston drives.
Number of Axles 2 1 1
PE Tube I.D.(In.) 4.0 3.7 3.0 Automatic Shutdown for the turbine motor.
PE Tube Length(ft.) 1250 1050 1000 Heavy Duty Chassis and frame.
Dry Weight(Ibs.) 9100 7500 4300 y y
Weight with water(Ibs.) 16380 12380 7270 Speedometer.
Speed Range(Ins./mins.) 10-60 10-60 7-40 Pressure Gauge.
Tire size 11LX15 12.5Lx15 11Lx1s Infinitely Adjustable Speed g
Shipping dim.:(ft.in.) 1 p ed Ranges.
Length 18.0 15-9 13-5 Speed Compensator.
'Width 9-10 9-3 7-5
Height 12-8 11-10 10-0 Miswrap Safety Stop.
•Note:T40A/T37A w/o wheels=8.3 wide PTO Rewind and Drive Shaft.
Gun Cart with adjustable wheel width.
Polyethelene Tube-Only PE tube designed and constructed Hose Guide to insure proper packing of hose.
for the constant coiling and dragging is considered for use on Turntable.
Ag-Rain Water-Reels. The tubing is backed by a 5-year Nelson Slow Reverse Gun with ring nozzles.
pro-rated warranty. Lifting Mechanism for gun cart.
PE Tube Repair-A simple"screw-in"mender is available for Stabilizer Legs - Heavy duty, crank down style.
repairing the PE tube should it become damaged for any 4" Supply Hose x 30 ft. long with male ring lock
reason. coupler.
PE Tube Lengths- Longer tube lengthes are available for all
models. Performance and delivery information available on Fixed Spool Brake requires no on/off adjustments.
request. Foolproof Cluth -Turbine and PTO drives cannot be
engaged simultaneously.
P'n.IPiu? Ti-,- et IRRIGATION CO,
(( (¢h_6tPvl9/1n/gcrtmn PC BC;( 419 01357 NORWOOD ST.
l,A !� v Sn A ST WALLACE, NC 28466
r1 l�l �>l
600 S. Schrader Ave., P.O. Box 290, Havana, IL 62644 PHONE
Phone [phone] FAX [phone] FAX 1-lam
Because of continuing product impovemods,pinatas at resonates in Nis Iothet may not w IdemlW to arrent po&tdort TM pedwmarce iNmmatim in Nis leaflet a based on sea,cpaaudmi under a panimlar set w con itiom.Anual field per-
tamaree may very Amn this data depending on venue orcumalances otnme,pace.weather,bona,jMgemem seat other folm.Sped5oa=ard prices are subjM M change Mthout M".
GK 9406W F-D PmaM in U.S.A,

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKS ET *
1. Make and model number AG-RAIN T30A
2. Hose length 1000, [feet]and hose inside diameter(ID) 3.00" [inch]
3. Gun make and model number NELSON SR15OR BIG GUN
4. Gun nozzle size 1.18/0.97 [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [degrees]
6. Travel lane spacing 230/220 [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 11 . Number of interior hydrants 1
7. Gun wetted diameter 330/280 [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,finnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
**� ation furnished by
and/or
"ignAowner cility representative Signature o0ek6pical specialist
AARON SMITH and/or RONNIE G.KENNEDY,JR.
Printed name of owner or facility representative Printed name of technical specialist
Date Date yy

Irrigated Acreage Deterinination Procedures
f)r Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-106 Field number(identification) ASl
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 216 [feet]Length of pull(1)
#of Interior lanes 1 #of Exterior lanes 141 [feet]Length of pull(2)
#of Interior lanes 1 #of Exterior lanes 540 [feet]Length of pull(3)
4. Wetted diameter 330 [feet]from Field Data Worksheet
5. Spacing 300 Hydrant spacing[feet] 90% [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)
0.96 (a)Acres start end of pull from Table EE90 Column B
1.47 (b)Acres middle portion of pull(1)
(Pull length 216 X Wetted width 297 [feet])/43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
3.23 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lane/hydrant)
0.96 (a)Acres start end of pull from Table EE90 Column B
0.96 (b)Acres middle portion of pull(2)
(Pull length 141 X Wetted width 297 [feet])/43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
2.72 Total acres for travel lane length(2)(Sam:a+b+c)
Travel lane length(3) Interior or 1 Exterior(lanethydrant)
0.96 (a)Acres start end of pull from Table EE90 Column B
3.68 1(b)Acres middle portion of pull(3)
(Pull length 540 X Wetted width 297 [feet])/43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
5.44 Total acres for travel lane length(3)(Sam: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.
3.23 (a)Acres per travel lane length(1) X 1 #Lanes= 3.23 Acres
2.72 (b)Acres per travel lane length(2) X 1 #Lanes= 2.72 Acres
5.44 (c)Acres per travel lane length(3) X 1 #Lanes= 5.44 Acres
Total CAWMP wettable a res for field( um:8a+8b+8c) 11.40 Acres
Wettable Acre Computational Worksheet Completed by: _r Date: v� g

Irrigated Acreage Determination Procedures
for wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-106 Field number(identification) AS2
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 410 [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 330 [feet]from Field Data Worksheet
5. Spacing 300 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple YES 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)
0.96 (a)Acres start end of pull from Table EE90 Column B
1.40 (b)Acres middle portion of pull(1)
(Pull length 410 X Wetted width 148.5 [feet])/43,560
(a)Acres stop end of pull from Table Column
2.36 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
0.00 1(b)Acres middle portion of pull(2)
(Pull length 0 X Wetted width 297 [feet])/43,560
(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)
(a)Acres start end of pull from Table Column
0.00 (b)Acres middle portion of pull(3)
{Pull length 0 X Wetted width 297 [feet])/43,560
(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.
2.36 (a)Acres per travel lane length(1) X 1 #Lanes= 2.36 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 cres for field(Sum:8a+8b+8c) 2.36 Acres
lAlqqWettable 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) 31-106 Field number(identification) AS2
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 345 [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 250 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple YES 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)
0.69 (a)Acres start end of pull from Table EE90 Column B
2.00 (b)Acres middle portion of pull(1)
(Pull length 345 X Wetted width 252 [feet])/ 43,560
0.58 (a)Acres stop end of pull from Table EE90 Column G
3.27 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or Exterior(lanethydrant)
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(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 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.
3.27 (a)Acres per travel lane length(1) X 1 #Lanes= 3.27 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 a res for field(Sum:8a+8b+8c) 3.27 Acres
Wettable Acre Computational Worksheet Completed by: Date: 41oV

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-106 Field number(identification) AS3
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 488 [feet]Length of pull(1)
#of Interior lanes 1 #of Exterior lanes 500 [feet]Length of pull(2)
#of Interior lanes 1 #of Exterior lanes 575 [feet]Length of pull(3)
4. Wetted diameter 330 [feet]from Field Data Worksheet
5. Spacing 300 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple YES 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)
0.96 (a)Acres start end of pull from Table EE90 Column B
3.33 (b)Acres middle portion of pull(1)
(Pull length 488 X Wetted width 297 [feet])/ 43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
5.09 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lanethydrant)
0.96 (a)Acres start end of pull from Table EE90 Column B
3.41 (b)Acres middle portion of pull(2)
(Pull length 500 X Wetted width 297 [feet])/ 43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
5.17 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or 1 Exterior(lane/hydrant)
0.96 (a)Acres start end of pull from Table EE90 Column B
3.92 (b)Acres middle portion of pull(3)
(Pull length 575 X Wetted width 297 [feet])/ 43,560
0.80 (a)Acres stop end of pull from Table EE90 Column G
5.68 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.
5.09 (a)Acres per travel lane length(1) X 1 #Lanes= 5.09 Acres
5.17 (b)Acres per travel lane length(2) X 1 #Lanes= 5.17 Acres
5.68 (c)Acres per travel lane length(3) X 1 #Lanes= 5.68 Acres
Total CAWMP wettable ac es for field(SN
+8b+8c) 15.94 Acres
Wettable Acre Computational Worksheet Completed by: Date: 9

Irrigated Acreage Determination Procedures
far Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31-106 Field number(identification) AS4
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 122 [feet]Length of pull(1)
#of Interior lanes 1 #of Exterior lanes 226 [feet]Length of pull(2)
#of Interior lanes 1 #of Exterior lanes 270 [feet]Length of pull(3)
4. Wetted diameter 280 [feet]from Field Data Worksheet
5. Spacing 250 Hydrant spacing[feet] 90% [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)
0.69 (a)Acres start end of pull from Table EE90 Column B
0.35 (b)Acres middle portion of pull(1)
{Pull length 122 X Wetted width 126 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
1.04 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lane/hydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
1.31 (b)Acres middle portion of pull(2)
{Pull length 226 X Wetted width 252 [feet])/ 43,560
0.58 (a)Acres stop end of pull from Table EE90 Column G
2.58 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or 1 Exterior(lanethydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
0.78 (b)Acres middle portion of pull(3)
(Pull length 270 X Wetted width 126 [feet])/ 43,560
0.00 (a)Acres stop end of pull from Table Column
1.47 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.
1.04 (a)Acres per travel lane length(1) X 1 #Lanes= 1.04 Acres
2.58 (b)Acres per travel lane length(2) X 1 #Lanes= 2.58 Acres
1.47 (c)Acres per travel lane length(3) X 1 #Lanes= 1.47 Acres
Total CAWMP wettable acres for field(Sum:8a+8b+8c) 5.09 Acres
r
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) 31-106 Field number(identification) AS9
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes #of Interior lanes 1 #of Exterior lanes 182 [feet]Length of pull(1)
#of Interior lanes 1 #of Exterior lanes 860 [feet]Length of pull(2)
#of Interior lanes 1 #of Exterior lanes 0 [feet]Length of pull(3)
4. Wetted diameter 280 [feet]from Field Data Worksheet
5. Spacing 250 Hydrant spacing[feet] 90% [as a percentage of dia.]
6. Hydrant layout NO Multiple YES 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)
0.69 (a)Acres start end of pull from Table EE90 Column B
1.05 (b)Acres middle portion of pull(1)
{Pull length 182 X Wetted width 252 [feet]}/ 43,560
0.58 (a)Acres stop end of pull from Table Column
2.32 Total acres for travel lane length(1)(Sum:a+b+c)
Travel lane length(2) Interior or 1 Exterior(lane/hydrant)
0.69 (a)Acres start end of pull from Table EE90 Column B
4.98 (b)Acres middle portion of pull(2)
{Pull length 860 X Wetted width 252 [feet])/ 43,560
0.58 (a)Acres stop end of pull from Table EE90 Column G
6.25 Total acres for travel lane length(2)(Sum:a+b+c)
Travel lane length(3) Interior or 1 Exterior(lane/hydrant)
0.00 (a)Acres start end of pull from Table EE90 Column B
0.00 (b)Acres middle portion of pull(3)
(Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 1(a)Acres stop end of pull from Table Column
0.00 Total acres for travel lane length(3)(Sam: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.
2.32 (a)Acres per travel lane length(1) X 1 #Lanes= 2.32 Acres
6.25 (b)Acres per travel lane length(2) X 1 #Lanes= 6.25 Acres
0.00 (c)Acres per travel lane length(3) X 1 #Lanes= 0.00 Acres
Total CAWMP wettable ac es for field( um:8a+8b+8c) 8.57 Acres
Wettable Acre Computational Worksheet Completed by: Date:
qkLq

,44eV A/SfV/W
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number 46 -11,41A) T.30i}
2. Hose length /000 [feet] and hoseinside diameter (ID) 3 [inch]
3. Gun make and model number Ne c&A) �wE lear
T
4. Gun nozzle size [inch], ring orifice, taper bore orifice
5. Gun arc angle 330 [degrees]
6. Travel lane spacing 0 [feet]. Indicate whether uniform or '� random.
Number of exterior hydrants Number of interior hydrants /
7. Gun wetted diameter feet]. measured or ✓ based on gun chart.
8. Gun pressure 60 [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
**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, fumish 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
11.4
***Only the person or people collecting the data should sign the Field Data Worksheet.
14

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) Field number(identification) 4 S S
2. Irrigation system designation / Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes—L#Exterior lanes 142 feet] Length of pull(Ll)
#Interior lanes / #Exterior lanes 0[feet] Length of pull(L2)
#Interior lanes - #Exterior lanes [feet] Length of pull(B)
4. Wetted diameter 6 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] O [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)
•61 (a)Acres start end of pull from Table fZ�l4 Column a
/,OS(b)Acres middle portion of pull (Ll)
{Pull length/ [feet] X Wetted width 4%2[feet]} /43,560
(c)Acres stop end of pull from Table ,EE9d Column
07.302 Total acres for travel lane length (U) (Sum: a+b +c)
Travel lane length (L, Interior or I Exterior(lane/hydrant)
y (a)Acres start end of pull from Table 4 Column ,t3
y•9� (b)Acres middle portion of pull (L2)
{Pull lengthcTeo o[feet] X Wetted widthoi cl[feet]) /43,560
•So(c) Acres stop end of pull from Table d Column-05
5�42 Total acres for travel lane length (U) (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 (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.
Opt (a)Acres per travel lane length(Ll) X #Lanes = a2► 2-Acres
110. •?s(b)Acres per travel lane length (L2) X #Lanes = <Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
. . $ Total CAM MP wettable acres for field(Sum: +8b +8c)
� v
Wettable Acre Computational Worksheet Completed by: 01 Date: Cf 9
e
ature of tech cal specialist

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) Field number(identification) Oqs
2. Irrigation system designation ""' Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes 1 #Exterior lanes IPA feet] Length of pull(11)
#Interior lanes #Exterior lanes dox [feet] Length of pull(IS)
#Interior lanes #Exterior lanes o?170 [feet] Length of pull(I11)
4. Wetted diameter o?80 [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 (LB..,) Interior or [ Exterior(lane/hydrant)
!�9 (a)Acres start end of pull from Table EFgO Column .8
.35.E(b)Acres middle portion of pull (L1) io?(0
)Pull length /o [feet] X Wetted widthdM [feet]) /43,560
(c)Acres stop end of pull from Table I El` O Column
1'Dy Total acres for travel lane length (Ll) (Sum:a+b + c)
Travel lane length (Q) Interior or I Exterior(lane/hydrant)
• g (a)Acres start end of pull from Table 4 cjO Column A?
(b)Acres middle portion of pull (L2)
{Pull length g [feet] X Wetted width aV [feet]) /43,560
�k' (c) Acres stop end of pull from Table 0 Column G
07�8 Total acres for travel lane length (U) (Sum: a+b + c)
Travel lane length (Vo Interior or Exterior(lane/hydrant)
9 (a)Acres start end of pull from Table M%9 Column a
. 7 (b)Acres middle portion of pull (L3)
(Pull length,?g0 [feet] X Wetted width /a?& [feet]) /43,560
(c)Acres stop end of pull from Table Column
9 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)Acres per travel lane length (Ll) X #Lanes = D`4 Acres
.5 (b)Acres per travel lane length (L2) X #Lanes =�Acres
/• y 1(c) Acres per travel lane length (L3) X l #Lanes = 119 Acres
5.0 Total CAWMP wettable acres for field (Sum:8a+8b +8c)
c
Wettable Acre Computational Worksheet Completed by: A Date: qq
Si �ure of techn al specialist
@

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 3 , ` )b�0 Field number(identification) A5,s
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes�_#Exterior lanes y feet] Length of pull(Ll)
#Interior lanes I #Exterior lanes ATo v [feet] Length of pull(L2)
#Interior lanes _ t #Exterior lanes [feet] Length of pull(13)
4. Wetted diameter 3 3 [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet 16 [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)
• 96' (a)Acres start end of pull from Table ,EE10 Column g
3.33 (b)Acres middle portion of pull (Ll)
{Pull length y88[feet] X Wetted width oZ�r1 [feet]) /43,560
•80 (c)Acres stop end of pull from Table I fC90Column l
'5 a 9 Total acres for travel lane length (Ll) (Sum: a+b +c)
Travel lane length (L-) Interior or I Exterior(lane/hydrant)
(a)Acres start end of pull from Table b 'l a Column
3.`I I (b)Acres middle portion of pull (L2)
(Pull length soc[feet] X Wetted width o2r) [feet]) /43,560
419 (c) Acres stop end of pull from Table E50 Column
�5• 1'7 Total acres for travel lane length (L2) (Sum:a+b+ c)
Travel lane length (L, Interior or / Exterior(lane/hydrant)
•SG (a) Acres start end of pull from Table E 4 Column-
3.6W (b)Acres middle portion of pull (L3)
{Pull length % [feet] X Wetted width a� [feet]) /43,560
(c)Acres stop end of pull from Table ZC IO Column e7o" —
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.
(a)Acres per travel lane length(Ll) X r # Lanes = 5. a9 Acres
(b)Acres per travel lane length (L2) X #Lanes = 5. 17 Acres
5r G (c) Acres per travel lane length (L3) X #Lanes =�Acres
/ -!FfTotal CAWMP wettable acres for field (Sum:8a+8b+8c)
Wettable Acre Computational Worksheet Completed by: Date:
v2s q9'
4Are of techni 1 specialist
1S

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) S1" /O'� Field number(identification) 17S o2
2. Irrigation system designation / Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes t #Exterior lanes qi y feet] Length of pull(L1)
#Interior lanes #Exterior lanes [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 33 U[feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] V o [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 Exterior(lane/hydrant) _
• l�G (a)Acres start end of pull from Table G2'-""9d0 Column 8
•39 (b)Acres middle portion of pull (L1)
{Pull lengthyl4 [feet] X Wetted width Zit [feet]) /43,560
(c)Acres stop end of pull from Table — Column —
C�1 3� 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 (U) (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 (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.
(a) Acres per travel lane length (L1) X — # Lanes = Acres
(b)Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X — # Lanes = Acres
Total CAWW wettable acres for field (Sum:8a+8b+8c)
Wettable Acre Computational Worksheet Completed by: Date: � ��
S ature of tech al specialist
15

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31 - 106 Field number(identification) A S1
2. Irrigation system designation ,- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes_I#Exterior lanes o21 to feet] Length of pull(L1)
#Interior lanes # Exterior lanes 14 I [feet] Length of pull(L2)
#Interior lanes t #Exterior lanes 15�-1 b[feet] Length of pull(B)
4. Wetted diameter 3 3 a[feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] l c [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& (a)Acres start end of pull from Table FE 9a Column 8
y� (b)Acres middle portion of pull (Ll)
{Pull lengths?/& [feet] X Wetted width o299 [feet]) /43,560
•�a (c)Acres stop end of pull from Table cE9U Column _
SAS Total acres for travel lane length (U) (Sum: a+b+c)
ION Travel lane length QJ Interior or L Exterior(lane/hydrant)
.9& (a)Acres start end of pull from Table 6e90 Column
S6 (b)Acres middle portion of pull(L2)
{Pull lengthy[feet] X Wetted width P2 "7[feet]) /43,560
• � (c) Acres stop end of pull from Table ff f0 Column
o?•'7a Total acres for travel lane length (U) (Sum:a+b + c)
Travel lane length (13, Interior or 1 Exterior(lane/hydrant)
•9G(a)Acres start end of pull from Table 6e90 Column g
.3 (b)Acres middle portion of pull (L3)
{Pull lengthy[feet] X Wetted widthg?, W [feet]) /43,560
•gd (c)Acres stop end of pull from Table E690 Column
4N 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.
J.0?3 (a)Acres per travel lane length (Ll) X / #Lanes = cf-oU Acres
a 9a (b)Acres per travel lane length (L2) X / #Lanes = Acres
(c) Acres per travel lane length (13) X #Lanes =�Acres
9Total CAWMP wettable acres for field (Sum:8a+8b+ 80
Wettable Acre Computational Worksheet Completed by: Date: D 4
Si eture c ical specialist
rs

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TABLE 2 -Traveling Irrigation Gun Settings Date:7/08/99
MAKE MODEL AND TYPE OF EQUIPMENT CADMAN TRAVELLER 3250 NELSON SR 150 GUN NOZZLES:Ar 60 PSI&1.08"9460PS11
EQUIPMENT SETTI
TRAVEL LANE
ZAnes(2) Flaw Naa4e'
wfthtn Flekb Wetted Rate Diarridor Ar+c Wetted
1 VVM ft ft Diameter ft in Pattetrt 3 Acres Cammenffi
1 300 381 330 245 1.18 330 2.62
2 300 306 330 245' 1.18 330 2.11
3 270 705 330 245 1.18 330 4.37
4 270 653 '330 245 1.18 330 4.05
5 300 665 330 245 1.18 330 4.58
6 300 740 330 m 1.18 330 6.10
7 150 575 330 245 1.18 180 1.98
8 - 126 262 280 143 0.97 180 0.75
9 250 366 280 143 0.97 330 2.10
10 125 410 280' 143 : 0.97 180 1.18
11 250 322 280 143 0.97 330 1.85
12 250 1000 280 143 -0.97 330 5.74
t
t
10)See attached map provided by the Field Office for field loc oMon(s). Total Acres 36.42
(2)Show separate entries for each hydrant location In each field. Each entry is a separate zone.
(3)Use the fo[bMng abbreviations for various arc patterns: F(full circle),TO(three quarters),TT(two thirds),H(hatf circle),T(one third),Q(one quarter).
May also use degree of arc In degrees.
I

18.
Table 4.
T30A PERFORMANCE GUIDE'
T30A PERFORMANCE WITH NELSON BIG GUN DEPTH OF APPLICATION
NELSON SPRINKLER SYSTM I 'IRRIGATED ACRES TRAVEL SPEED-INCHESIMINUTE
MODEL I PERFORMANCE I INLET AREA ! PER
6 NOZ. I PSI ! GPM DIA PSI I WIDTH X LNGTH RUN 7 10 15 20 25 30 35 '40
SR150 R I 60 i 182 300 I 104 21011085 + 5.1 2.4 1.7 1.1 0.8 0.7 0.6 j 0.5 0.4
x 1 70 1 197 310 120 f 217 x 1089 5.3 2.5 1.7 1.2 0.9 0.7 0.6 0.5 0.4
1.08 1 80 1210 320 I 135 224 x1092 5.5 2.6 1.8 1.2 0.9 0.7 0.6 0.5 0.5
90 1 223 1330 + 150 I 231x1096 5.7 2.7 1.9 1.2 0.9 0.7 0.6 0.5 0.5
I
SR150 R 50 205 300 103 1 21011085 5.1 2.7 1.9 1.3 0.9 0.8 0.6 0.5 0.5
x 60 225 315 I 121 i 221 x 1090 5.4 2,8 7.0 1.3 1.0 0.8 0.7 0.6 0.5
1.18 i 70 245'f 330'i 140 1 231 x1096 I 5.7 2.9 2.0 1.4 1.0�' Q.b: �0.7+ 0,6E :0.5t
80 1 260 j 340 i 157 1 238x1099 1 5.9 3.0 2.1 1.4 1.1 0.8 0.7 0.6 0.5
SR150 R 50 1 255 j 320 1 124 224 x 1092 I 5.5 3.1 2.2 1.5 1.1 0.9 0.7 0.6 0.5
x 1.26 j 60 1 275 1 335 144 i 235x1097 1 5.8 3.2 2.3 1.5 t,l 0.9 0.8 0.6 .0.6
'The irrigated area is the area thoroughly covered HRS.IRUN, 28.0 19.6 13.1 9.8 7.8 6.5 5.6 14.9
and is calculated using 70% of the sprinkler wetted
diameter,
The system inlet pressure is the pressure at the inlet to the traveler and includes allowances for the traveler plumbing and
drive, PE tube and sprinkler operating pressure. It does not Include any pressure allowance for (told elevation or mainllne
pressure loss. `
NOTE: Specilicallons are subject to change without notice. 589-0005.3
e _

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: 7 6151 7 S, 1 ,�' 7-713a r 1
Soil Map Unit: NORFOLK 0-8
Total ASCS Acres:
Total Useable Acres: 39.5
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 1.7
Maximum Irrigation Rate - inches per hour : 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :7/27/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: T VS/7
Soil Map Unit: AUTRYVILLE 0-8
Total ASCS Acres:
Total Useable Acres: 4
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 1.3
Maximum Irrigation Rate - inches per hour : 0.0SO
Maximum Amount per Irrigation Event - inches: 0.,X /•o
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :7/27/1997

Operator: Aaron Smith #1 County: Duplin, NC Date: 10/10/16
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1080 head (finishing only) x 135 lbs. - 145800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight = 145800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 145800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 145800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 235.0
Inside top width (feet)---------------------- 110.0
Top of dike elevation (feet)----------------- 45.4
Bottom of lagoon elevation (feet)------------ 32.9
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.2 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.2 1.2 1.2 1.2 232.6 107.6 11.5
AREA OF TOP
LENGTH * WIDTH =
232.6 107.6 25028 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
205.0 80.0 16400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
218.8 93.8 82094 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25027.8 82093.8 16400.0 1.9
Total Designed Volume Available = 236750 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
235.0 110.0 25850.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25850.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 145800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 266328 gals. or 35605.3 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 = 15079.2 cubic feet

� a
I ..
5D. Volume of 25 year - ?4 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16156.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 35605 cubic feet
5B. 0 cubic feet
5C. 15079 cubic feet
5D. 16156 cubic feet
TOTAL 66841 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation======_=___> 7.0 inches
25 year - 24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 1.2 : 1
Inside top length=-------------------------=> 235.0 feet
Inside top width====________________________> 110.0 feet
Top of dike elevation=----------------------> 45.4 feet
Bottom of lagoon elevation__________________> 32.9 feet
Total required volume_______________________> 212641 cu. ft.
Actual design volume=-----------------------> 236750 cu. ft.
Seasonal high watertable elevation (SHWT)===> 39.9 feet
Stop pumping elev.==-----------------------=> 41.1 feet
Must be > or = to the SHWT elev.=-----____> 39.9 feet
Must be > or = to min. req. treatment el.=> 38.9 feet
Required minimum treatment volume=====_____=> 145800 cu. ft.
Volume at stop pumping elevation=====__=____> 158535 cu. ft.
Start pumping elev.=________________________> 43.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 220593 cu. ft.
Volume at start pumping elevation=====_=_=__> 221266 cu. ft.
Required volume to be pumped________________> 50685 cu. ft.
Actual volume planned to be pumped=====_____> 62732 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 10/10/2016 DATE: 10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: Aaron Smith #2 County: Duplin, NC Date: 10/10/16
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1240 head (finishing only) x 135 lbs. - 167400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 167400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 167400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 167400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 200.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation (feet)------------ 36.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 196.0 146.0 10.5
AREA OF TOP
LENGTH * WIDTH =
196.0 146.0 28616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 104.0 16016 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
175.0 125.0 87500 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
28616.0 87500.0 16016.0 1.8
Total Designed Volume Available = 231231 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 150.0 30000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 30000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 167400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 305784 gals. or 40880.2 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 = 17500.0 cubic feet

I . .
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40880 cubic feet
5B. 0 cubic feet
5C. 17500 cubic feet
5D. 18750 cubic feet
TOTAL 77130 cubic feet
6. SUMMARY
Temporary storage period============--------> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes=====---------------------------=> 2.0 . 1
Inside top length___________________________> 200.0 feet
Inside top width____________________________> 150.0 feet
Top of dike elevation_______________________> 48.0 feet
Bottom of lagoon elevation__________________> 36.5 feet
Total required volume=----------------------> 244530 cu. ft.
Actual design volume________________________> 231231 cu. ft.
Seasonal high watertable elevation (SHWT)===> 39.9 feet
Stop pumping elev.=-------------------------> 41.1 feet
Must be > or = to the SHWT elev.=--=___--_> 39.9 feet
Must be > or = to min. req. treatment el.=> 42.5 feet
Required minimum treatment volume=====______> 167400 cu. ft.
Volume at stop pumping elevation=====_==____> 85111 cu. ft.
Start pumping elev.--==---------------------> 46.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 212481 cu. ft.
Volume at start pumping elevation—===______> 213612 cu. ft.
Required volume to be pumped=--==-----------> 58380 cu. ft.
Actual volume planned to be pumped=====_____> 128501 cu. ft.
Min. thickness of soil liner when required==> 1.7 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 10/10/2016 DATE: 10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: Aaron Smith #3 County: Duplin, NC Date: 10/10/16
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1760 head (finishing only) x 135 lbs. = 237600 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight = 237600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 237600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 320.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 51.3
Bottom of lagoon elevation (feet)------------ 38.3
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 316.0 146.0 12.0
AREA OF TOP
LENGTH * WIDTH =
316.0 146.0 46136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
268.0 98.0 26264 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
292.0 122.0 142496 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
46136.0 142496.0 26264.0 2.0
Total Designed Volume Available = 429792 CU. FT.

� a
I •
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
320.0 150.0 48000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 48000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 434016 gals. or 58023.5 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 = 28000.0 cubic feet

a A
I ..
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 30000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58024 cubic feet
5B. 0 cubic feet
5C. 28000 cubic feet
5D. 30000 cubic feet
TOTAL 116024 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====____=_> 7.0 inches
25 year - 24 hour rainfall=====---====-----=> 7.5 inches
Freeboard=======------=======------====-----> 1.0 feet
Side slopes=====----------------------------> 2.0 . 1
Inside top length___________________________> 320.0 feet
Inside top width____________________________> 150.0 feet
Top of dike elevation=====------------------> 51.3 feet
Bottom of lagoon elevation__________________> 38.3 feet
Total required volume_______________________> 353624 cu. ft.
Actual design volume=-----------------------> 429792 cu. ft.
Seasonal high watertable elevation (SHWT)===> 39.9 feet
Stop pumping elev.===-----------------------> 44.3 feet
Must be > or = to the SHWT elev.=-----___=> 39.9 feet
Must be > or = to min. req. treatment el.=> 44.3 feet
Required minimum treatment volume=====_===__> 237600 cu. ft.
Volume at stop pumping elevation—=====_____> 185088 cu. ft.
Start pumping elev.====---------------------> 49.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 399792 cu. ft.
Volume at start pumping elevation=====__==__> 401317 cu. ft.
Required volume to be pumped________________> 86024 cu. ft.
Actual volume planned to be pumped=====_==__> 216229 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 10/10/2016 DATE: 10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

f �
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GENERAL INFORMATION.
Name: Wi l lia A Aar0r1 Ste,;±h j� I Date 6--fir—q,r--
Technical Specialist
Size of Operation: D D r v 4,1 J p
COLLECTION
Are the houses adequate to properly collect and discharge the waste to a storage
facility? ✓ YES NO
STORAGE AND TREATMENT
Did NRCS Design Waste Treatment Lagoon?
✓• YES NRCS Design Capacity /0t?-0 (number of animals)
Has Operation been Expanded without NRCS assistance?
YES - ✓ NO
IF YES, what is current design capacity? animals
Dimensions (L x W x D) of lagoon
NO What is present design capacity animals
Dimensions (L x W x D) of lagoon
Does existing waste storage structure meet NRCS standards for a lagoon?
u ✓YES
NO Does structure have at least 60 days temporary storage,
24 hour - 25 year storm storage, and 1 foot of freeboard.
YES Number of Days of Storage
NO NRCS cannot provide assistance unless
landowner is willing to increase storage
capacity.
Assess Seepage Potential of Existing Waste Storage Structure?
Soils similar to SP soils ✓ High seepage potential
Soils similar to SM soils �� Medium Seepage potential
Soils similar to SC soils Low Seepage Potential
Soils similar to CL or CH soils Very Low Seepage Potential
Where seepage is a high or medium risk, NRCS will advise landowner of
potential seepage and recommend and offer a more detailed investigation at the
landowner's request.
Is there any evidence of seepage? YES NO
If yes then NRCS cannot certify operation until seepage is corrected.

APPLICATION AND MANAGEMENT
Does producer have access to adequate irrigation equipment?
YES Type' 100 7;k
Available from:
NO Cannot certify until irrigation is available
Total acres available for land application of waste_ 6 17, D
Type of crop to be grown for waste application
Has crop actually been planted now?
YES
NO Cannot certify until crop is planted?
Are any minimum separation buffers required from perennial streams, houses, wells, etc.
-� YES Describe tllr at- oda„a� o�.
NO
Can an approved waste plan be written for this operation?
YES
NO Operation cannot be certified until a plan can be developed
NOTES
Sta. B.S. H.I. F.S./RR Elev.
El
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V
Operator: ===================================>Aaron Smith
County: ===================--===----=========>Duplin
Date: _______________________________________>6-5-95 07--a)
Dist. to nearest residence(other than owner) : ft.
sows (farrow to finish) : ===========--==--===>
sows (farrow to feeder) : ======--============>
head (finishing only) : ______________________> 1080
sows (farrow to wean) : --====================>
head (wean to feeder ) : ====--===--===========>
Ave. Live Weight for other operations(lbs. ) :>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume ( min. 1 cu. ft. /lb. ) : ______> 1. 0
25 Year - 24 Hour Rainfall (in. ) : ===========> 7. 5
Rainfall in excess of evaporation (in. ) =====> 7. 0
Drainage area of buildings 8 lots (sq. ft. ) : >
Volume of wash water (gallons/day) ==========>
Temporary storage period (days) : =====--=====> 180
r" 'I'leboard (ft. ) : ____________________________> 1
SA slopes (inside lagoon) : =========--=====> 1. 2 1
In`b�de top length (ft. ) : ================---=> 235
Inside top width (ft. ) :_____________________> 110
Top of dike elevation (ft. ) : ________________> 45. 4
Bottom of lagoon elevation (f t. ) : _--_____--_> 32. 9
Seasonal high .water table(SHWT) elev. (ft. ) : _>
Total required volume: =============> 212641 cu. ft.
Actual design volume: ===---=====--=>236749. 58 cu. ft.
Stop pumping el. (> or = to 0. 0 ft SHWT> ft.
( > or = to 38. 9 ft Min)
Required minimum treatment volume: 145800 cu. ft.
Volume at stop pumping elevation: -237749 cu. ft.
Start pumping elev. : ________________________> ft
Volume at start pumping elevation: -237749 cu. ft.
Actual volume less 25yr-24hr rain: 220593 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 50685 cu. ft.
Actual volume to be pumped: ==> 0 cu. ft.

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. CIZ'1'.LN'1C;A'1'lUN C;.tiEC;KL1J 1- I W vx&�ri��1
GENERAL INFORMATION
Name: W;11 i a m a r� SM-�k A' 2 Date
Technical Specialist
Size of Operation: 40 D Fc ed/& A T-Qotl (U L)
COLLECTION
Are the houses adequate to properly collect and discharge the waste to a storage
facility? YES NO
STORAGE AND TREATMENT
Did NRCS Design Waste Treatment Lagoon?
YES NRCS Design Capacity D (number of animals)
Has Operation been Expanded NRCS assistance?
YES ✓ NO
IF YES, what is current design capacity? animals
Dimensions (L x W x D) of lagoon
NO What is present design capacity animals
Dimensions (L x W x D) of lagoon
Does existing waste storage structure meet NRCS standards for a lagoon?
YES
NO Does structure have at least 60 days temporary storage,
24 hour - 25 year storm storage, and 1 foot of freeboard.
YES Number of Days of Storage
NO NRCS cannot provide assistance unless
landowner is willing to increase storage
capacity.
Assess Seepage Potential of Existing Waste Storage Structure?
Soils similar to SP soils High seepage potential
Soils similar to SM soils Medium Seepage potential
Soils similar to SC soils �� Low Seepage Potential
Soils similar to CL or CH soils Very Low Seepage Potential
Where seepage is a high or medium risk, NRCS will advise landowner of
potential seepage and recommend and offer a more detailed investigation at the
landowner's request.
Is there any evidence of seepage? YES NO
If yes then NRCS cannot certify operation until seepage is corrected.

01 r '
9
APPLICATION AND MANAGEMENT
Does producer have access to adequate irrigation equipment?
YES Type 00 sew;rl Za
Available from:
NO Cannot certify until irrigation is available
Total acres available for land application of waste 6 , o
Type of crop to be grown for waste application
Has crop actually been planted now?
-L11-1 YES
NO Cannot certify until crop is planted?
.Are any minimum separation buffers required from perennial streams, houses, wells, etc.
YES Describe q+ 015&C.- I
NO
Can an approved waste plan be written for this operation?
_✓
YES
NO Operation cannot be certified until a plan can be developed
NOTES
Sta. B.S. H.i. F.S. RR Elev.
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on 0 Mason no
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NAME: AARON .rli I TH
ADDRESS: ALBERTSONIN.C.
PHONE: [phone]
TYPE OF AND SIZE
OF OPERATION: TOPPING HOGS NO. 1240
CLASS: ill P
DESIGNED BY:K.R. FUTREAL
DATE: 12-30-85
APPROVED BY:t,%'.R. FUTREAL
DATE: 12-30-85
PERMANENT STORAGE
1240 Hogs X 135 lbs. per hog X 1 Cu Ft per lb. 167400 Cu. Ft.
TEMPORARY STORAGE
167400 lbs of animal wt. X 1 .35 cu.ft. of waste per 40678 Cu. Ft.
day per 1000 lbs. animal wt. X 180 days
RAINFALL LESS EVAPORATION
7 of X 35237 sq. ft. 'of surface area per 12" 20555 Cu. Ft.
per ft. -
RAINFALL 25 YR. I DAY STORM
7.5 X 35237 sq. ft of surface area per 12" 22023 Cu. Ft.
per ft.
TOTAL STORAGE NEEDED 250656 Cu. Ft.
9284 Cu. Yds.
TOTAL STORAGE AVAILABLE 256133 Cu. Ft.
9486 Cu. Yds.
AMOUNT OF FILL DIKE 32000 Cu. Ft.
PAD 36460 Cu. Ft.
----------
TOTAL 68460 Cu. Ft.
SETTLEMENT 10% 6846 Cu. Ft.
TOTAL AMOUNT OF FILL 75306 Cu. Ft.
2789 Cu. Yds.
CUT FILL RATIO TOTAL EXCAVATION 262000 Cu. Ft.
3.48 1 9704 Cu. Yds.

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BARON SPIITH �
[' 48.0 J [46.0 2% S] r,o u j�
1 10 FT. ] I-------—_-___ Je C9
3 to 1 }I 1 / 1
1 46.5 1 l 1 111
1 ----/----------------------/
1 2 E 44.5 1-------}---/------------------------/
Vto /
1 1
1 I.
1 /
1 I .
1 E 36.5 ] /
------------------
TYPICAL CROSS SECTION
� -Z
1\

AARON SMITH
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 2.0 AC.
APPLY THE FOLLOWING
2000 LBS. 8-8-8 FERTILIZER
4. 0 TONS OF DOLOMITIC LIMESTONE
160 BALES OF SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
100 LBS. FESCUE GRASS
70 LBS. OATS
100 LBS. BAH IA GRASS
8 LBS. WEEPING LOVE GRASS GRASS
24 LBS. HULLED COMMON BERMUDA A GRASS
50 LBS. UNHULLED COMMON BERMUD
DIVERT ALL SURFACE WATER TO A STABLE OUTLET.
THE EXCESS SPOIL WILL BE USED TO CONSTRUCT THE
ACCESS ROAD
T.B.M. BASE OF FENCE POST AT STATION 0+00-D
ELEVATION 50.00
ALL LIVESTOCf-%' (COWS) SHOULD BE FENCED OFF THE PROPOSED
LAGOON AS WELL AS THE EXISTING LAGOON

AARON SMITH
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0. 48 LBS PER 1000 LBS OF ANIMAL WT. X 365
DAYS
(N) -0. 48 X 167400 X 365
------------------------------
1000
(N) -29328 LBS
IT IS ESTIMATED THAT APPROXIMATELY 30% OF THE NITROGEN WILL
BE AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
8799 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
44 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND THEN
22 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE
ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA
LABORATORY IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS.
YOU SHOULD CONTACT (AGRONOMIC SERVICES DIVISION
(NCDA, BLUE RIDGE RAOD CENTER
(RALEIGHt N.C. 27611
(PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
WHEN APPLYING TO PASTURE LAND APPLY AT A SLOWER RATE IN ORDER TO
TO MINIMIZE ANY RUNOFF.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES
46.5 ELEV. DO NOT LOWER THE FLUID LEVEL ANY LOWER THAN
1.5 FT. BELOW THE OUTLET PIPE.
(MIN
2

AARON SMITH
VOLUME s DEPTH E AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MID-SECTION ]
N- NN N-NNNN----N--N--MNNNN--NNN----M----------N '
6 27
VOLUME = DEPTH E L X N + L X N + 4 X L X N ]
--------- -----------------------------------------------------------------�--
6 27
VOLUME = 10.0 E .200.0 X 150.0 + 160.0 X 134.0 + 4 X 180.0 X 142.0 ]
-------- ---------------------------------------------N--------------------
6 27
VOLUME = 10.0 E 153680 1
6 27
VOLUME = 256133 CU. FT.
27
VOLUME = 9406 CU. YDS

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FINAL CONSTRUCTION CHECK AND CERTIFICATION
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LOCATION O n 1�1 G !11 4aaf ,f 0, !2; So V 4+
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DESIGN DATA AND CONSTRUCTION CHECK DATA
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AS DESIGNED AS BUILT
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DIKE TOP WIDTH
TOP OF DIKE S so. 2-
BOTTOM OF LAGOON , ; 3?,
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE 3.6
PIPE INVERT
CLAY LINER/CORE TRENCH G a o k
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO �
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO ✓
COMMENTS biveo":+oM heq veer hovre aAl laaooN to be re keV , Myf+ b2
eo n, I
SIGNATURE TITLE DATE -

V"
`... LAGOON DESIGN CHECK LIST
Copy of 026 and. supporting maps -included if. clearing- involved.
(including access roads and waste application system sites)
Dam Safety Exclusion
a. Dike not over 15 feet..high to down stream slope and not over
10 .acre• feet storage to top of dike.
3. Storage Volumes _
• designed -volume exceeds...needs ;
b all temporary storage is. designed above the*.seasonable high
water table. . .
t�minimum- of 6 feet treatment volume depth available
g,�no sludge storage statement included if landowner so requests
,.A� Operation & Maintenance -Plan (sheet,...included)
L�z�-begin and end pump-out .elevations shown .. ,. "
5. Location Sketch (included)
• a. distance and direction to nearest residence shown
b. road numbers shown •
c. north arrow .shown
6. Hazard Classification Sheet. (NC-ENG-34 included)
l� •,distancd, to nearest 41weam in event of dike failure shown
distance to nearest public road in event of failure shown
,r� topo map of 'area to support a & b above included
7. Waste Utilization Plan (included)
Lam all tracts, field numbers,.. field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
tc. ) crops shown
signatures of producer & person preparing plan
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
lr� legible ASCS maps -of of fluent disposal fields .included
� legible soil. -survey sheets showing all effluent disposal.
fields included
f. suitability of soils for crops planned assured
cry. attachment "B" on sampling procedure included
8. ' Soil Investigation Sheet (SCS-ENG-538 included)
minimum of three borings on Class IV & V lagoons., _..
borings 2.0' below designed bottom of lagoon
j� location & elevation of borings in relation to- grid -survey
seasonal high.water table at highest elevation
borrow area location shown
N

Seeding specif ications included (lagoon dike and other exposed ,
areas around buildings)
10. Construction Specifications (sheet included)
need for cut-off trench addressed
i need for sealing or lining with impervious material addressed
and-anticipated locations of such areas identified
Vie! protection of liner during initial filling and near flush
pipes addressed
11.. Grid Sheet (original or ledgable copy)
­a�. gridded area large enough to include embankment slopes and
lurface water diversions
ocation & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by- grid stations)
urf ace water removal (pipes, outlets, etc) shown
LeY. soil borings location shown
j��. TBM location & elevation shown
Lf--.1 existing utilities located (if applicable)
12. Typical cross-section included
La!� dike elevation & top width shown
Le. lagoon bottom elevation shown
Lce. 'side slopes shown
Ld-.--** effluent outlet pipe invert elevation shown
Lied' building ,pads -- elevat on & grade shown
v -cut-of f trench shown -i 'f• required
liner shown - if required
13 . Volume Computations
a. excavation
b. dike fill d tr r
C. pad fill '
14. Summary Sheet
a. design requirements �I d7D 4
b. excavation volume W
c. fill volumes --
d. cut-fill ratio
e. job class
Location of subsurface drainage (if present)
Presence of utilities addressed
1� Observation of cultural resources statement included
ORIN Operation is outside of jurisdictional limits of municipalities
1
�ti/

BY: 4,
F.
a. B.S. H.I. F.S./RR Elev.
01
b
Nor+ ;
Iq.I 5.' 113 .;
t
LAGOON SKETCH (optional)
S�1 .1 4•r
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i
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D. Sb 3
�p�Pr fact S1• 4
11 6.3 -o.q 7,0 e.0
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„ , y

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