310324_Application_20240220

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T .1305(d)this form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to DWR no later than 60 days following the transfer of ownership.
General Information:
Previous Name of Farm: Lewis G. Smith Farm Facility No: 31 -324
Previous Owner(s)Name: Linda G. Smith Phone No:
New Owner(s)Name: Kevin Lewis Smith Phone No: (919) 738 - 9330
New Farm Name(if applicable): Lewis Smith Farm
Mailing Address: a`11�'456 John Lewis Grady Road - Mount Olive, NC 28365
Farm Location: Latitude and Longitude: 35° 07' 35' / n° 55' 58° County. Duplin
Please attach a copy of a county road map with location identified,and provide the location address and driving directions
below(Be specific:road names,directions,milepost,etc.): 334 John Lewis Grady Rd - Mt. Olive, NC 28365
Operation Description:
Type of Swine No. of Animals Type of Swine No. of Animals Type of Cattle No. of Animals
❑Wean to Feeder ❑Gilts 9 Dairy
❑Wean to Finish ❑Boars ❑Beef
9 Feeder to Finish 2,480
❑Farrow to Wean Type of Poultry No. of Animals
❑Farrow to Feeder ❑ Layer
❑Farrow to Finish ❑Pullets
Other Type of Livestock: Number of Animals:
Acreage Available for Application: 47.09 Required Acreage: 30
Number of Lagoons/Storage Ponds: 1 Total Capacity: 451,660 Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue the required permit to the new land owner.
Name of Previous Land Owner: Linda G. Smith (Deceased)
Signature: Date:
Name of New La d Owner: Kevin Lewis Smith
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: Animal Feeding Operations
N.C.Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
June 12,2015

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, 2024, 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 3,2024.
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. Certificate Of Coverage Number: AWS310324
2. Facility Name: Lewis G. Smith Farm
kS'�—
A- kr
3. Permittee's Name(same as on the Waste Management Plan): r i„d@ G SmithQ Vogt w.V Lewes
4. Permittee's Mailing Address: a;-- GJohn L Grady Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: 9t 9 -719 9 330 E-mail:
5. Facility's Physical Address: 336 John L Grady Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Du
plin
7. Farm Manager's Name(if different from Landowner): Kevin Lewis Smith
8. Farm Manager's telephone number(include area code): 919-738-9330 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Kevin Lewis Smith Phone No.: 919-738-9330 OIC#: 989933
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 2,480
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 Lagoon 2/18/1999 Full,clay 451,660.00 19.00
F-4 11 -J
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): \��/I y, L �j 5 Title:
Signature: � "�'14 o ,,( Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facility/Farm Name: Lewis Smith Farm
Permit#: AWS310324 Facility ID#: 31 _ 324 County: DUplin
Operator In Charge(OIC)
Name: Kevin Lewis Smith
First Middle Lost Jr,Sr,etc.
Cert Type/Number: AWA 989933 Work Phone: ( 919 ) 738-9330
Signature: Date:
Tl
"I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge(Back-up OIC) (Optional)
First Middle Last Jr,Sr,etc.
Cert Type/Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Kevin Lewis Smith
Phone#: (919 ) 738-9330 Fax#: ( )
Signature: Date: "2/�o1�f
( er or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
(0111, Fax: [phone]
(Retain a copy of this form for your records)
Revised 8/2007

Nutrient Management Plan For Animal Waste Utilization
02-19-2024
This plan has been prepared for: This plan has been developed by:
Lewis Smith Farm (31-324) Ronnie G. Kennedy Jr.
Kevin Lewis Smith Agriment Services, Inc.
agJohn Lewis Grady Road PO Box 1096
Mount Olive, NC 28365 Beulaville, NC 28518
[phone] 252-568- 4
r
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Special is gnature Date
545574 Database Version 4.1 Date Printed: 02-19-2024 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 2,298,960 gals/year by a 2,480
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 4144
Incorporated 4973
Injected 4973
Irrigated 4144
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,144 7662 -3,518 3,144,681 -845,721
Year 4,144 8242 -4,098 3,386,275 -1,087,315
- ns ----------------------
Note: In source ID, S me an s standard source,U mea user defined- source.
* Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
545574 Database Version 4.1 Date Printed: 02-19-2024 Source Page 1 of 1

Narrative
2/19/2024
This plan is only to update owner information to Kevin Smith. No changes to crop types or rotation.
Grower can plant and apply 301bs PAN to small grain cover crop after removal of soybeans and before
planning corn. Cover Crop window is 9/1 - 3/31 Therefore,the corn crop would need its PAN reduced by
any waste applications that accrued on previous cover crop. If no applications accrue on cover crop
reduction is not required.
9/9/2009
REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 31-324
FARM NAME: LEWIS G. SMITH FARM
OWNER NAME: LINDA SMITH
DESIGN CAPACITY: 2480 FEEDER TO FINISH
MRS. SMITH MAY APPLY TRACT 2324 FIELDS 1 &2 IF HE SO DESIRES, THESE FIELDS ARE
NOT REQUIRED TO FULFILL THE AGRONOMIC REQUIREMENTS OF THIS PLAN. IF THESF
FIELDS ARE USED, THE SAME APPLICATION WINDOWS, SCENARIOS, AND AGRONOMIC
RATES SPECIFIED IN THIS PLAN FOR ALL THE CROPS WILL BE USED. THE SOIL IS
AUTRYVILLE JUST AS THE OTHER CROPLAND. WHEN THESE FIELDS ARE UTILIZED
REFER TO ANY OF THE CROPS UTILIZED IN THE TABLES AND FOLLOW SAME PROTOCAL
FOR APPLICATION.
DUE TO THE LARGE DEFICIT NOTED IN THIS WUP 13 ACRES BETWEEN THE 32.53 ACRES
IN TRACT 2324 FIELDS 3 & 5 AND TRACT 3658 FIELD 1 MAY BE ROTATED YEAR TO YEAR
IN TOBACCO OR CUCUMBERS, BUT NO WASTE SHOULD BE APPLIED TO EITHER CROP
UNLESS AN APPLICATION IS USED FOR PRE-PLANT. ONLY 13 ACRES MAY BE USED FOR
THIS PURPOSE THE OTHER 19.53. ACRES LEFT IN THESE TRACTS MUST BE PLANTED TO
CORN/WA OR SOYBEANS TO FULFILL THE REQUIREMENTS OF THIS WUP. IN ADDITION
MR. SMITH MAY REPLACE FROM YEAR TO YEAR THE CORN CROP WITH COTTON IF HE
SO DESIRES ON EVERY FIELD UTILIZING A CORN/WHEAT/SOYBEAN ROTATION. AS A
RESULT THIS WILL CREATE A COTTON/WHEAT/SOYBEAN ROTATION; HOWEVER THE
RESIDUAL OF 15 LBS OF N WILL HAVE TO BE ACCOUNTED FOR SAME AS CORN.
THE AGRONOMIC RATE ON THE COTTON SHALL NOT EXCEED 70 LBS NITROGEN PER
ACRE AND THE APPLICATION WINDOW WILL BE FROM+MAY-+JUN. MRS. SMITH MAY
APPLY 30 DAYS BEFORE OR AFTER THIS WINDOW AT HIS DISCRETION. OTHER WINTER
ANNUALS MAY REPLACE WHEAT AT THE SAME RATE AND APPLICATION WINDOWS OF
WHEAT. SUCH AS: BARLEYS, OATS, AND SMALL GRAIN RYE. TOBACCO APPLICATIONS
WILL OCCUR MAR-APR AND WILL NOT EXCEED 30 LBS./PER ACRE.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN
UTILIZED. MRS. SMITH PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH HIS
SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING 0 THE SOILS.
------------------
545574 Database Version 4.1 Date Printed: 02-19-2024 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2324 Pull 1 1.77 1.77 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 10/11 3.51 3.51 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2324 Pull 12 5.251 5.25 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2324 Pull 13 3.18 3.18 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 2 2.22 2.22 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 3 4.891 4.89 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 4 5.25 5.25 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 5 4.92 4.92 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 6 4.81 4.81 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 7 4.791 4.79 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
2324 Pull 8 4.42 4.42 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
545574 Database Version 4.1 Date Printed 2/19/2024
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2324 Pull 9 2.08 2.08 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 47.09 47.09
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
545574 Database Version 4.1 Date Printed 2/19/2024
PCS Page 2 of 2
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (Ibs/A) PA Manure,4 Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (lbs/A) (Ibs/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
2324 Pull 1 S7 Autryville 1.77 1.77 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 82.49 0.00
2324 Pull 1 S7 Autryville 1.77 1.77 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 51.06 0.00
2324 Pull 10/11 S7 Autryville 3.51 3.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.001 70.10 0.00
2324 Pull 10/11 S7 Autryville 3.51 3.51 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 283.21 0.00
2324 Pull 12 S7 Autryville 5.25 5.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 104.85 0.00
2324 Pull 12 S7 Autryville 5.25 5.25 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 423.61 0.00
2324 Pull 13 S7 jAutryville 3.18 3.18 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 106.70 0.00
2324 Pull 13 S7 Autryville 3.18 3.18 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 66.05 0.00
2324 Pull 2 S7 Autryville 2.22 2.22 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 103.46 0.00
2324 Pull 2 S7 Autryville 2.22 2.22 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 64.04 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 164.07 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 101.57 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 176.15 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 109.05 0.00
2324 Pull 5 S7 Autryville 4.92 4.92 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 165.08 0.00
2324 Pull 5 S7 Autryville 4.92 4.92 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 102.19 0.00
545574 Database Version 4.1 Date Printed:2/19/2024 WUT Page 1 of 4

Waste Utilization Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid SolidManur
PA Fort. (Ibs/A) PA Manurd Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Rod Applied PPlied (acre) (acre) (Field)
(Ibs/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
2324 Pull 6 S7 Autryville 4.81 4.81 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 161.39 0.00
2324 Pull 6 S7 Autryville 4.81 4.81 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 99.91 0.00
2324 Pull 7 S7 Autryville 4.79 4.79 Corn,Grain 85 bu. 2/15-6/30 104 1 0 20 Irrig. 84 33.55 0.00 160.72 0.00
2324 Pull 7 S7 Autryville 4.79 4.79 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 99.49 0.00
2324 Pull 8 S7 Autryville 4.42 4.42 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 148.30 0.00
2324 Pull 8 S7 Autryville 4.421 4.42 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 91.81 0.00
2324 Pull 9 S7 Autryville 2.08 2.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 1 0 0 Irrig. 50 19.97 0.00 41.54 0.00
2324 Pull 9 S7 Autryville 2.08 2.08 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 FO 1 0 Irrig. 202 80.69 0.00 167.83 0.00
Total Applied, 1000 gallons 3,144.68
Total Produced, 1000 gallons 2,298.96
Balance, 1000 gallons -845.72
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons - 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise, owned. 2. Symbol *means user entered data.
545574 Database Version 4.1 Date Printed: 2/19/2024 WUT Page 2 of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManur
PA Fen. (Ibs/A) PA Manurefi Manure Manure Applied
Nutrient Nutrient NutrientP pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2324 Pull 1 S7 Autryville 1.77 1.77 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 51.06 0.00
2324 Pull 1 S7 Autryville 1.77 1.77 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 98.20 0.00
2324 Pull 10/11 S7 Autryville 3.51 3.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 70.10 0.00
2324 Pull 10/11 S7 Autryville 3.51 3.51 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.691 0.00 283.21 0.00
2324 Pull 12 S7 Autryville 5.25 5.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 104.85 0.00
2324 Pull 12 S7 Autryville 5.25 5.25 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.69 0.00 423.61 0.00
2324 Pull 13 S7 Autryville 3.18 3.18 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 66.05 0.00
2324 Pull 13 S7 Autryville 3.18 3.18 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 127.02 0.00
2324 Pull 2 S7 Autryville 2.22 2.22 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 64.04 0.00
2324 Pull 2 S7 Autryville 2.22 2.22 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 1 100 55.481 0.00 123.161 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 101.57 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Soybeans,Manured,Double Crop 25 bu. 1 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 195.33 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 20.77 0.001 109.05 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 209.71 0.00
2324 Pull 5 S7 Autryville 4.92 4.92 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 102.19 0.00
2324 Pull 5 S7 Autryville 4.92 4.92 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 196.53 0.00
2324 Pull 6 S7 Autryville 4.81 4.81 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 99.91 0.00
2324 Pull 6 S7 Autryville 4.81 4.81 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 192.13 0.00
2324 Pull 7 S7 Autryville 4.79 4.79 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 99.49 0.00
2324 Pull 7 S7 Autryville 4.79 4.79 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 191.33 0.00
2324 Pull 8 S7 Autryville 4.42 4.42 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 91.81 0.00
2324 Pull 8 S7 Autryville 4.42 4.42 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 176.55 0.00
545574 Database Version 4.1 Date Printed: 2/19/2024 WUT Page 3 of 4

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid SoliclManur
PA Fert. (lbs/Al, PA ManureP Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (lbs/A) (Ibs/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
2324 Pull 9 S7 Autryville 2.08 2.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 41.54 0.00
2324 Pull 9 57 Autryville 2.08 2.08 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.69 0.00 167.83 0.00
Total Applied, 1000 gallons 3,386.28
Total Produced, 1000 gallons 2,298.96
Balance, 1000 gallons -1,087.32
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased, otherwise,owned. 2. Symbol * means user entered data.
545574 Database Version 4.1 Date Printed: 2/19/2024 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
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)
2324 Pull Autryville 0.60 1.0
2324 Pull10/11 Autryville 0.60 1.0
2324 Pull12 Autryville 0.60 1.0
2324 Pull13 Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull? Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
2324 Pull Autryville 0.60 1.0
545574 Database Version 4.1 Date Printed 2/19/2024 IAF Page 1 of 1
NOTE: Symbol *means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 27.86 55.72 83.58
Hay 6 ton R.Y.E. 300 29.38 13.93 27.86 41.79
Soybean 40 bu 160 15.67 26.12 52.23 78.35
----------------------------------- ------------------ -
545574 Database Version 4.1 Date Printed: 02-19-2024 Sludge Page I of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora2e, Capacity
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 42
1 2 43
1 3 61
1 4 85
1 5 135
1 6 180
1 7 170
1 8 167
1 9 180
1 10 180
1 11 180
1 12 174
2 1 168
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 158
2 11 133
2 12 102
*Available Storage Capacity is calculated as of the end of each month.
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545574 Database Version 4.1 Date Printed: 02-19-2024 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).
545574 Database Version 4.1 Date Printed:2/19/2024 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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545574 Database Version 4.1 Date Printed:2/19/2024 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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545574 Database Version 4.1 Date Printed: 2/19/2024 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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545574 Database Version 4.1 Date Printed: 2/19/2024 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1, Pull 13, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6, Pull 7,
Pull 8
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Pull 10/11, Pull 12, Pull 9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
------------------------------- ---------------------
545574 Database Version 4.1 Date Printed: 02-19-2024 Crop Note Page 1 of 3

The following crop note applies to field(s): Pull 10/11, Pull 12, Pull 9
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 1, Pull 13, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6, Pull 7,
Pull 8
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
---------------------------------------------------------------------------------
545574 Database Version 4.1 Date Printed: 02-19-2024 Crop Note Page 2 of 3

The following crop note applies to field(s): Pull 1, Pull 13, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6, Pull 7,
Pull 8
Double-Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------------------------------------------- --------------
545574 Database Version 4.1 Date Printed: 02-19-2024 Crop Note Page 3 of 3

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IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Lewis Smith DWQ ID No.31-324 County: Duplin
Address: 336 John Lewis Grady Road Mt.Olive North Carolina Date: 11/15/1999
Telephone: [phone]
TABLE 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Usable Size pp
Application per Irrigation
Field of Field Slope Rate Cycle
No. (acres) Sail Type % Crop(s) in/hr (inches) Comments
T4034 Field No.1 23.86 Aut ille 2-8 Corn/Wheat/Soybean Rotation 0.5 0.75
T4034 Field No.2 1 9.21 Aut ille 2-8 Corn/Wheat/Soybean Rotation 0.5 0.75
T4034 Field No.3 10.84 Autrvville 2-8 Overseeded Coastal Bermuda Ha 0.6 0.75
T4034 Field No.4 3.18 Aut ille 2-8 Com/Wheat/So bean Rotatton 0.5 0.75

Table 3 -Traveler Irrigation Gun Settings
Lewis Smith DWQ ID No.31-324
336 John Lewis Grady Road,Mt.Olive,North Carolina
Duplin
[phone]
Make,Model,&T e of E ui m ant: Reel Rain Hobbs Traveler Model 1030 with a 1.18"rin2 nozzle mounted on a Nelson 150 Bi Gun
Tract No., Equipment Setting
Field No. Application Travel Lane Wetted Nozzle Operating Operating
& Traveling Gun Rate Effective Effective Diameter Diameter Pressure Pressure Arc Settings
Line No. Seed ft./min in./hr Width ft. Length ft. feet in Gun(psi) Reel(psi) De tees Comments
T4034/l/l 3.6 0.562 203 379 315 1.18 60 124.8 220
T4034/1/2 2.5 0.3923 225 429 315 1.18 60 124.8 315
T4034/1/3 2.5 0.3923 220 969 315 1.18 60 124.8 315
T4034/1/4 2.5 0.3923 236 969 315 1.18 60 124.8 315
T4034/1/5 2.5 0.3923 238.5 899 315 1.18 60 124.8 315
T4034/1/6 2.5 0.3923 238.5 879 315 1.18 60 124.8 315
T4034/2/7 2.5 0.3923 236 884 315 1.18 60 124.8 315
T4034/2/8 3.6 0.562 206 934 315 1.18 60 124.8 220
T403413/9 3.6 0.562 206 439 315 1.18 60 124.8 220
T4034/3/10 2.5 0.3923 220 419.5 315 1.18 60 124.8 315
T4034/3111 4.4 0.6866 110 549.5 315 1.18 60 124.8 180
T4034/3112 2.5 0.3923 236 969 315 1.18 60 124.8 315
T4034/4/13 2.5 0.3923 252 549 315 1.18 60 124.8 315

Table 4-Irrigation System Specifications
Lewis Smith DWQ ID No.31-324
336 John Lewis Grady Road,Mt.Olive.North Carolina
Duplin
[phone]
Traveling Solid Set
Irrigation gun Irrigation
Flowrate of Sprinkler(gpm) 225
Operating Pressure @ Pump(ps) 130
Design Precipitation Rate(in/hr)-315 Arc 0.3923
Design Precipitation Rate(in/hr)-220 Arc 0.562
Design Precipitation Rate(in/hr)-180 Arc 0.6866
Hose Length(feet) 965
Type of Speed Compensation Mechanical
Pump Type(PTO,Engine,Electric,etc.) Engine
Pume Power Requirements(hp) 31
hp=Q'TDH/3960'eff.
Table 5 -Thrust Block Specifications
Designer may provide thrust block details on another sheet.
"[Thrus�
t Block Area
Location (Sq.Ft.) Comments
90 degree bend 7.94
Dead End 5.56
Tee 5.56
Ground Entry or Z pipe 10.56
A=((98'H'0"2)/B)sin a/2
B=650 Ibs per square feet

00
xA AR
IRRIGATION SYSTEM DESIGNER = slAt : =
022536
Name: J. G PIt0% �`, pb D
Kraig e I Designated
���� `mac /0 ,
Company: _Private I Desi Hated Specialist � �.
Address: 1635 West Ward Bridge Road, Warsaw, North Carolina 28398
Phone: [phone]
Designed For: Lewis Smith DWQ ID No. 31-324
336 John Lewis Grady Road, Mt. Olive, North Carolina
Duplin
[phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horse power requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
Note: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200- Waste Not Discharged to Surface
Waters.

SheetS
Fox -
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation !!
The following details of design and materials must accompany all Irrigation designs:
1. A scale drawing of the proposed Irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
6. The information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

SIZING THE PUMP
Lewis Smith
336 John Lewis Grady Road,Mt.Olive,North Carolina
[phone]
31-324
11/15/1999
energy equation between points 1)lagoon water surface and 2)sprinkler head.
Step-1 Determine Total Dynamic Head(TDH)
P1/water density+V1--B2g+Z1 +TDH=P2/water density+V2--2/2g+Z2+Hf
Assume friction head in the suction pipe and velocity head throughout the system to be negligible.
P1 a 0(water pulled from a free surface.)
this Yelds:
TDH a P2/water density+Z2+Hf-Z1 +Hm
Suction Pipe&other Assumed Minor Head Loss-Hm-(Ft.)= 46.00 Approx 20 psi
Supply Pipe Diamter on.)= 6
Traveler Hose Diamter on.)= 0
Traveler Hose Length(Ft.)a 3.0 3.0
Water Density pbs/cu.Ft.)= 965
62.4
Use Hazen&Williams to Calculate Friction Losses twn in Feet
W a 10.45-L•((Q/C)"1.852)1D"4-.87
Where,
Hf a Friction head loss in feet
L Linear length of pipe in feet
Q Fkowrate in gallons per minute(gpm)
C a Pipe Coefficient
D a Pipe Diameter
C for PVC and Hard Hose= 150
Sprinkler Friction Losses Friction Losses Total Dynamic 21 Lagoon Z2 Sprinkler Pressure Length of Flowrate In Supply In Traveler Head Pump _ Reel
Pull No. Elevation(Ft) Elevation(Ft) (PSI) Supply Pipe(Ft.) (GPM) Line Hf(Ft) Hose Hf(Ft) (Ft) (PSI)) (PSI)
1 100 002 60 770 225 2.8 101.4 291 126.0 124.8
100 102 60 530 225 1.9 101.4 290 125.6 124.8
1 002 60 360 225 1.3 101.4 289 125.3 124.8
4 100 102 60 595 225 2.1 101.4 2W 125.7 124.8
5 100 002 60 2885 225 10.3 101.4 298 129.2 124.8
6 000 002 60 2885 225 10.4 101.4 298 129.2 124.8
7 100 102 60 1940 225 7.0
8 100 102 60 101.4 295 127.8 124.8
9 1 2260 225 8.2 101.4 296 128.3 124.8
102 2040
10 100 102 60 2040 225 8.1 101.4 296 128.3 124.8
11 100 225 7.3 101.4 295 127.9 124.8
102 60 2040 225 7.3 101.4 295 127.9 124.8
12 100 102 60 1820 225 6.5 101.4 294 127.6 124.8
13 100 102 60 1330 225 4.8 101.4 293 126.8 124.8
Step-2 Size Pump using a Performance curve
Pump Model Selection:
ef(.(%) 55 B3 JQBM-Engine Drive Pump
Sid.Impeller Dia(in.)= 13 1/2 Berkley
Step-3 Determine Horse Power Requirements(hp)
hp=(Q-TDH)1(3960-eff.)
hp= 30.81
Step-4 Check NPSHA
NPSHR(ft.)per manufacturer's Sp.= 7
NPSHA(ft.)a Ha+Hs+Hf+Hvp
Assume W and Hvp to be neg.while Ha=14.7psi or 34 feet
Hs(ft)- 7
NPSHA(ft.)= 27 ok

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LAT
INSTAL ON X
i Tattle 4. DESL•RtrT10N or F.Af5rDMFKT MATERIAL CLASSI VICA I'll INS
SOIL SOIL aCICRIITIOS(IV
`l Jiamond Agricultural PVC Pipe should be assembled and CLASS TI•P!: MATERIAL CLASSIIICATIU\
installed with uniform and continuous support from a firm Cla..I S,;" M-dan d ang.1Y,1fwl.r w 61.IN Y I IA:rhea 1h-are-1 a n,w•
base in accordance with the installation procedures provided ell L ..•:,g•ff ms ssl s err.rh Y frwwJ r.r.Mi.F.hn
r«.L sssrhd a4g,.:w4n«nwal..d rwRr.
in ASTM D2321, and the Installation Guide for PVC Water
Civa I15.:1.•• Gw wrR•g;adedg..wb.dgr..e4aY.d.iaw.etilisle«..( x,a•+...r.l
Pipe (a "pocket-sized" edition is available from your r.r.e6.n:wIra.:. N..e�.r M.n A.w•�alne:e�.N..•1•n<
a
representative or from Diamond Plastics Corporation.) ctr..a . b r••� r�+��•r4 «w.r,.Svti ...r r
• n•Y«6.n;.w reYiwd..w.r.:ew. hl«f.h«•Sa,n.M..N..21u a.r•e
Embedment materials are to be in accordance with sail SWw. ��,rr,..I g,,.r1I,a.M,.lia4.w.r,.M.r Jw vrc Jn•rar
classifications listed under Unified Soil Classification r,«:.1«Kf w..,r-r. h1.w r.rsa r,.►I.Iar��•_-.. tl.
System,ASTM D2487.and ASTM D2488. '� ��r��`IK.kd:A..A". M u%` J..µ,4o NK
rl w
Te assemble, clean mating surfaces of the bell, spigot, and Cl...III S.A,••• cM 5.1,g,..eta-g..•fI.,.N..b..,,«r.. ot._.r r,,.rrl,_....nuwnl.
II...
gasket. Apply gasket lubricant (furnished by Diamond cc a.F.Sa.-.la-�•••..•rv•�•r•:•,•.^ �K.._•r�... ,._,._....w.
M"..a,:r•.. M.we Jun VK, ;tis.,w M..•.:•:
Plastics Corporation) to the entire spigot end up to the SM s,,, ,w�,.,ril.,;h...,.^ .I. .w .r(..•.. _'1,­,.,..:•,:.. ,..-
reference mark. Also, apply lubricant to the contact surface
Sc
of the gasket.
Nnr. Alw•f NM 71✓g,naiW.�N....110..^
Cis..IV$._I, AIL Iwng,nr'it..•fry rrr W.­l tl,+..h.••.1..r.I.._•.nl. 1 yr.l lwr
With the pipe in straight alignment, push the spigot into Soe«1r,..
`L
the bell up to the insertion line. If a pry bar is used to
Ir..d,,,. Lywd Ir..,p2.•kU Arg.....:1•.•-•4 }•,...:
apply forcc, the pipe should be protected by placing a board hill I
between the bar and the pipe. I:w:,IK.r.J aw we. k z••—••"• r �•••�••
CN Iwwgm;r dq,of highs."..,,fY rlq• L,v 1 1—:r-w••..w,•r; 1•r<..
,•.•we gu,«1 N.,.Yal,r•r.
If normal force does not complete the joint, disassemble the Cl..,.•S..la (>L g7,gmw silts wsd m:~,•i,,,,e,,wI U-d.--., 1..•.11--.
joint and examine the parts to make ceaian they are free of 50a«w"'rr_W n'"•'
Cll U,g.tir rI.,,d«d;.«..Ygh d.u:., Lr.rl I•.•g.••�,.h.w l.R �K
obstructions. Visually inspect the completed joint to insure n,..,I..«.w.200'is-.
'he gasket has not been dislodged.
R I ►e.L nawe►and e,Aa.h;ghl,«grwr W...
' S._la Ye Y.YfM i,AS7h1 U 2as1,r«ep W CI,••1«..niJ•h.h r�.1+w�Thl I I:!:1 -
' ... Iw a vrd.w•e.':h ASTM U 2457.Is, A-5%1­w:1�ae•.. .
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rl.lrrrn:a Ih,,it o..r rh.rw,rfi,l:c d Cl...II d.an.f Cl..III
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND MET110D The haunching area IS most Important t0 the support Of
OF PLACEMENT AS PERCEN'r OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY* PVC pipe. For good support, the haunching area should be
FOR GRANULAR MATERIALS IN PARt NTI(ESIS•• compacted to the densities given In the Long Term
CLASS OF EMBEDMENT I It III IV Deflection Chart.
M.nuraol nd
►IATERIAL DESCRIPflO.V Grnw u Sand and Gn.rs Mi.rd•C,nin F;nr Crain
Malaials Soils-Clan Soils Soils
Figure 2.
OplirsKw.Iwrl+,R rOwfa.nose 9.12 9.19 6 30 '
I~a or dry-rick
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Diamond ASTM D-2241 Diamond
IPS Pressure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
t -
. I
I
I
I
I '
A I
I 1. Gasket configuration locks gasket in place and
I prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
I 4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
A (�
O.D. `+ S.O. B --�-I
Size Gasket Race Socket Depth Y4FK v
2 3.166 4.500 , T N \N t
21/2 3.719 6.000 A .�_ ■Ell 0.
, L c o'
G 3 4.434 6.000 r,eber Gas►el -
4 5.603 5.000
6 8.252 6.250
8 10.420 6.500 Pipe A B D
10 12.762 7.500 Size Insert Socket Diuinctcr
12 14.952 7.500
ir_ 3 1/8
3" 4 5 1/4 4 7/16
4 1/2 5 1122 5 Ir
6- 5 6 7 13/16
.0-2241 Pipe Dimensions 8" 5 1r 6 718 10 118
10- 5 3/4 7 1/2 12 1/•-'
Minimum Wall Thickness 12- 6 8 1/4 14 1.1/10
0 1785 SOA-U 5 SOR 21 SOR 26 SOR 32 5 SOR-41
S,te C0 Sen.e0 315PSI 200PS1 160PSi .25PSI 100PSI F...,' �...,� E��'.':•..r "J �'
/r' .840 .109 .062 ' �� n ,'FS!,' Sbnbn6
1.050 .113 060
1 1.315 .133 .063 "
1'A" 1.660 .140 .079 064 056 Short Form
1 1.900 145 090 073 058 Specification ror Dininond
2 " 2.375 .154 113 091 073 PVC Irrigation I3ipc
2'It- 2.875 203 137 110 088
3 " 3.500 .216 167 135 108 " 4 AST114- D2241 SUR41 ,32.5,2G,or21 r '.
4 '• 4.500 .237 214 173 138 .110
5 " 5.563 .258 265 214 M .136 Diamond PVC Irrigation Pipe shall be made of a
6 " 6.625 .280 316 255 204 .162 compounds conforming to ASTM D178.1 With a w
8 8.625 .322 410 332 265 .2t0 . cell classification or 12454B. Diamond PVC
0.750 .365 St1 4t3 331 .262 . Irrigation Pipe must meet all the dimensional,
10 "1
•'1 .750 406 51 413 332 .311 chemical, and physical icyuiremcnts as outlined
in ASTM D2241, -Annci. ANSI/ASAI: S376.1,
and SCS 430-DD, and will be supplied in 20 foot
PVC' Pi u ler laying lengths.
tmond's IPS Pressure-Rated
*n C, Pipe co j
p
ets the requirements of ASTM D 3139. y
� �' i9 Il'4J4D �: 417 _ ' •.
'Inautro for availability
I �

FRICTION LOSS CHARTS
FOR DIAMOND PIPE .'
t IPS DIMENSION
0 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11 '
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 .17
320 . 4.56 1.62 .69 .19
340 5.10 1.82 .77 .21
360 5.67 2.02 .86 .24
380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 .10
420 2.69 1.14 .31 .10
440 2.92 1.25 .34 .11
460 3.18 . 1.35 .37 .12
!/ 480 3.44 . 1.46 .41 .14
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 .096
650 2.58 .71 .24 .110
700 2.96 .81 .28 -.125
750 3.36 .93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen-Williams 4.71 1.30 .44 .194
950 equation-Cw =150 5.21 1.44 .49 213
1000 5.73 1.58 .54 .233
1%To find friction head loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio other than 21, 1.88 .65 .276
1150 the values in the table should 2.05 .70 .298
1200 be multiplied by the 2.21 .76 .322
1250 appropriate conversion factor 2•39 .82 .346
1300 (F) shown below: 2.57 .88 .371
1350 2.76 .95 .397
1400 2.95 1.01 .423
1450 SOR PR F 3.16 - 1.08 .451
150C 3.35 1.15 .508
21 200 PSI 1.00
1600 26 160 PSI .91 1.30 .568
1700 32.5 125 PSI .84 1.45 .632
1800 41 100 PSI 785 1.62 .698
1900 51 80 PSI .75 1.79 .767
2000 64 63 PSI .71 -�
1.97 840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feel per second are not recommended.

FRICI.ON .LOSS . IN ALUMINUM & PVC PIPE
P.S.I. FRICTION LOSS PER 100 FEE7 P.S.I. FRICTION LOSS PER 100 F-�-T
_ . •_ . ALUMINUl1 IRRIGATION1 PIPE'Y% COUPLERS PVC IRRIGATION PIPE
IRS. I.D. 2 3 4� S• b 8 INS. I.D.. 2 3 4 5 6 8
GAL/ 10 0.1 - - - - - - - - - SAL/ 10 0.1 - - - - - - - - - -
HIH. 20 0.5 0.1 - - - - - - - MIN. 20 0.4 ' 0.1 - - - • - - - -
30 1.1 0.2 - - - - - - - - 30 0.8 0.1 - - - - - - - -
40 1.9 0.3 0.1 - - - - - - 40 1.4 0.2 - - - - - - - -
50 '2.9 0.4 0.1 - - - - - - 50 2.1 0.3 0.1 - - - - - -
60 4.1 0.6 0.1 - - - - - - 60 2.9 0.4 0.1 - - - - - -
70 5.4 0.2 0.2 0.1 - - - - 70 3.9 0.5 0.1 - - - - - -
80 - - 1.0 0.2 0'.1 - - - - 80 5.0 0.7 0.2 0.1 - - - - y
90 - - 1.2 0.3 0.1 - - - - 90 - - 0.9 0.2 0.1 - - -
100 - - 1.5 0.4_- 0.1 - - - - 100 - - 1.0 0.3 0.1 - -
110 - - 1.7 0.4. 0.1 0.1. - - 0 - - 1.2 0.3 0.1 - - - -
120 - - 2.0 0.5 0.2 0.1 - - IN - - 1.5 0.4 0.1 - - -
130 - - 2.4 0.6 0.2 0.1 - - 130 - - 1.7 0.4 0.1 0.1 -
•'140 - - 2.7 0.7 0.2 0.1 - - 140 - - 1.9 0.5 0.2 0.1 - -
150 - - 3.1 - 0.8 0.3 0.1 - - 150 - - 2.2 0.5 0.2 0.1 - -
160 - - 3.5 0.7 0.3 0.1 - - 160 - - 2.5 0.6 0.2 0.1 - -
170 - - 3.9 1.0 0.3 0.1 - - 170 - - 2.8 0.7 0.2 0.1 - -
180 - - 4.3 1.1 0.4 0.1 - - ISO - - 3.1 0.8 0.3 0.1 - -
190 - 4.8 1.2 0.4 0.2 - - 190 - - 3.4 -0.8 0.3 0.1 - -
200 - - 5.3 1.3 0.4 0.2 - - 200 - - 3.7 0.9 0.3 0;1 - =
210 - - - - 1.4 0.5 0.2 - - 210 - - 4.1 1.0 0.3 0.1 - -
220 - - - - 1.5 0.5 *0.2 0.1 220 - -, 4.5 1.1 0.4 0.2 - -
230 - - - - 1.7 0.6 0.2 0.1 230 - - 4.9 1.2 0.4 0.2 - -
240 -; - - 1.9 0.6 0.3 0.1 240 - - 5.3 1.3 0.4 0.2 - -
250 - - - - 1.0 0.7 0.3 0.1 250 - - - - 1.4 0.5 0.2 - -
260 - - - - 2.1 O X 0.3 0.1 260 - - - - 1.5 0.5 0.2 0.1
270 - - - - .2.3 0.8, 0.3 0.1 Z70 - - - - 1.6 0.5 0.2 0.1
280 - - - - 2.4 0.8 0.3 0.1 290 - - - - 1.7 0.6 0.2 0.1
290 - - - -. 2.6 . 0.9 0.4 0.1 2" - - - - 1.8 0.6 0.3 0.1
300 - - - - 2.7 0.1 0.4 0.1 300 - - - - 2.0 0.7 0.3 0.1
310' - - - - 2.9 1.0 0.4 0.1 310 - - - - 2.1 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 3.20 - - - - 2.2 0.7 0.3 0.1
330 - - - - 3.3 1.1 0.5 0.1 330 - - - - 2:3. 0.8 0.3 0.1
340 - - - - 3.5 1.2 0.5 0.1 340 - - ' - - 2.5 0.8 0.3 0.1
350 - - - - 3.b 1.2 0.5 0.1 350 - - - - 2.6. 0.7 0.4 0.1
364 - - - - 3.8 1.3 0.5 0.1 360 - - - - 12. 0.4 0.4 0.1
370 - - - 4.0- - 1.4 0.6 0.1 370 - - - - 2.9 1.0 0.4 0.1
380 - - - - 4.2 1.4 0.6 0.1 380 - - - - 3.0 1.0 0.4 0.1
390 - - - - 4.5 1.5 0.6 0.2 390 - - - - 3.2 1.1 0.4 0.1
400 - - - - 4.1 1.6 - 0.6 0.2 400 - - - - 3.3 1.1 0.5 0.1
420 - - - - 5.1 1.7- 0.7 0.2 420 - - 3.6 1.2 0.5 0.1
444 - - - - . - - 1.9 0.8 0.2 440 - - - - 4.0 1.3 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 40 - - - - 4.3 1.5 0.6 0.1
480 - - - - - - 2.2 0.9 0.2 480 - - - - 4.7 1.6 0.6 0.2
500 - -. . - - - - 2.4 1.0 0.2 500, - - - - 5.0 1.7 0.7 0.2

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plds tic pipe to steel
or CA pipe. This connection can be made with a coupling -called a ,
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe . Most thrust blocks
will be concrete.. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 ,gives an example of
different arrangements for thrust blocks.
j
Figure 1 . Example of different arrangements for thrust blocks.
-5-

75
Figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs . to calculate
;orces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test pressure in psi
Pipe Diameter 100 PSI 150 PSI 206' PSI 250 PSI
(inches) -
lZ 295 440 590 740
2 455 680 910 1140
2•'Z 660 990 132'0 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 64•90- 9740 13,Od0 16,200 '
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16, 26,600 39,800 53,100 66,400
-6- '

l
Table 2. Fact
ors Calculating Thrust W for
Elbows and Tees.
Elbows: 900 Tees = 0.70 L
600 = 1.001'
45° = 0.76
30° _ . 0.52
22.5° = 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil lb/ft2
Mulch, peat and similar 0
Soft Clay 1000 L cv)
Sand 2000
Sand and gravel 3000
Sand and 'gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) Thrust (Table 1 & Table 2)
Sol I bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content,. depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, - backhoes, or vibrating plows
will be_ usea for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe . Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

Irrigation Water Conveyance semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
High-Pressure, Underground, Plastic more that 10 percent.
Pipeline Specifications The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rocks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
Installation If rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under.
Minimum depth of cover. Pipe shall be installed at suffE- cut a minimum of 4 in below final grade and filled with bed.
cient depth below the ground surface to provide protection ding material consisting of sand or compacted fine-grained
from hazards imposed by traffic crossings, farming opera- soils.
tions, freezing temperatures, or soil cracking, 11he minimum Pipelines having a diameter of 'h through 21h in that are
depth of cover for pipe susceptible to any of these hazards to be placed in areas not subject to vehicular loads and in
shall be: soils that do not crack appreciably when dry may be placed
by using "plow-in" equipment instead of conventional
Pine diameter Doom of cower trenching.
n A Provisions shall be made to insure safe working condi-
'A through 21h.»-.._..-................................................. 1s tions where unstable soil, trench depth, or other conditions
3 tnmwn 5...............»................................................. 24 can be hazardous to personnel working in the trench.
6 or more. 30
Placement. Care shall be taken to prevent permanent dis-
In areas where the pipe will not be susceptible to freez- tortion and damage when handling the pipe during unusu-
ing and vehicular or cultivation ha=ar+s and the soils do not ally warm or cold weather.The pipe shall be allowed to
crack appreciably when dry, the minimum depth of cover come within a few degrees of the temperature it will have
may be reduced to: after it is completely covered before placing the backfill,
other than that needed for shading, or before connecting
Pipe diameter the pipe to other facilities.The pipe shall be uniformly and
0epdt at cover~ ti fy supported pported over its entire length on firm stable
'A 1'A»-»_»_..................
....._......... material. Blocking or mounding shall not be used to bring
2 through .....»..». ............. 12 the pipe to final grade.
3.....».........»...._..».........»
4 through
18 For pipe with bell joints, bell holes shall be excavated in
More than 8. _ - 24 the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
In cranberry bogs where the pipe is not susceptible to be in contact with the bedding material throughout its
freezing and heavy equipment is never allowed,the mini- length.
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a lamer pipe. Joints and connections.All joints and connections shall
The minimum cover for polyethylene pipe is 6 in but may be designed and constructed to withstand the design maxi-
be reduced to 2 in where conditions warrant. The minimum mum working pressure for the pipeline without leakage and
cover for PVC pipe in cranberry bogs,where the pipe is to to leave the inside of the line free of any obstruction that
be protected from freezing after winter flooding,shall be 12 may tend to reduce its capacity below design requirements.
in, if the winter flood equals or exceeds 12 in. Where the All fittings, such as couplings, reducers, bends, tees, and
winter flood is less than 12 in, the top of the pipe shall be crosses, shall be installed according to the recorrmmenda-
at least 24 in below the water surface. Solvent-welded joints tions of the pipe manufacturer.
shall be used at all cOnnilic5cm Of PVC Pipe where peat Fittings made of steel or other metals susceptible to cor-
and muck exist in their normal leyered pattern. Rubber rosion shall be adequately protected by being wrapped with
gases joints may be used following normal bedding proce- plastic tape or by being coated with a substance that has
dures where coarse sand or cement layers exist, high corrosion-preventative qualities. If plastic tape is used,
At low places on the ground surface, extra fill may be all surfaces shall be thoroughly cleaned and coated with a
Placed over the Pipeline to provide the minimum depth of primer compatible with the tape before wrapping.
COW.The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than 6:1. If extra protec- Thrust blocks. Thrust blocks must be formed against a
tion is needed at vehicle crossings, encasement pipe or solid hand-w=vated trench wall undamaged by mechani-
Other approved methods may be used. cal equipment. They shall be constructed of concrete, and
Trench construction. The trench at an the space between the pipe and trench wall shall be filled
y point below to the height o�the outside diameter of the pipe or as spec-
the top of the pipe shall be only wide enough to permit ified by the manufacturer.
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under the Ting.The pipeline shall be tested for pressure strength,
haunches and along the side of the pipe. The maximum leakage, and proper functioning. The tests may be per-
trench width shall be 36 in greater than the diameter of formed before backfilling or anytime after the pipeline is
the pipe. If the trench is precision excavated and has a ready for service.
SCS, January 1989

Tests for pressure strength and leaks shad be accom. certify with supporting test results that the pipe meets the
plished by inspecting the pipeline and appurtenances while requirements specified in this standard. The seal of
the maximum working pressure is maintained and all joints approval of a recognized laboratory on pipe bearing one of
and connections are uncovered, or by observing normal the AST designations listed in this standard may be
operation of the pipeline after it is put into service. Partial accepted for this certification.
backfills needed to hold the pipe in place during testing The installing contractor shall certify that his or her instal.
shall be placed as specified in "Initial Backfill.'• Any leaks lation complies with the requirements of this standard. He
shall be repaired and the system retested. or she shall furnish a written guarantee that protects the
The pipeline shall be tested to insure that it functions owner against defective workmanship and materials for not
property at design capacity. At or below design capacity less than 1 year. The certification identifies the manufac-
there shall be no objectionable flow conditions. Objectiona- turer and markings of the pipe used.
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves. matefials
Initial backflll. Hand, mechanical• or water packing meth- Quality of plastic pipe. The compound used in manufac-
ods may be used. turing the pipe shall meet the requirements of one of the
The initial backfill material shall be soil or sand that is following materials:
free from rocks or stones larger than 1 in. in diameter. At
the time of placement• the moisture content of the material 1. Polyvinyl chloride (PVC) as specified in ASi M-D-1734.
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial Code
backfill material shall be placed so that the pipe will not be Material dasaffication
displaced, excessively deformed, or damaged. type I Grade 1 12454-e
If backfilling is done by hand or mechanical means, the ................-.......-......-"-"""""""
' Type I.Grads 2........-_............................................ 12454--C
initial fill shall be compacted firmly around and above the Type 11.Grade 1 14333-0
pipe as required to provide adequate lateral support to the
pipe.-' 2. Acrylonitrile-butadiene-styrene(ASS) as specified in
If the water packing method is used, the pipeline first ASIM-0-1788.
shall be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of Code
the pipe after consolidation. Water packing is accomplished Material cia=ficancn
byadding enough water to diked reaches of the trench to Type I,Grade 2...........-..................._.........._._...... 5-2-2
thoroughly saturate the initial backfill without excessive type 1.Grads 3......................................................... 3-5-5
pooling. After the backfill is saturated. the pipeline shall II,Grade t 4_�.
Type ........................................................ 5
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the 3. Polyethylene(PE) as specified in ASTM-0-1248.
final backfill.
Code .
Final backfill.-The final backfill material shall be free of Material C.assification
large rocks, frozen clods, and other debris greater than 3 Grade P14,Class C...._....._.......................... ........ IG_Pt4
in, in diameter. The material shall be placed and spread in Grade P23,Class C.................................................. IIC-r'23
approximately uniform layers so that there will be no Grade P33,Class C................................................. IIIC-P33
unfilled spaces in the backfill and the backfill will be level Grade P34,Class C.................................................. IVC-P34
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Roll- The pipe shall be homogeneous throughout and tree
ing equipment shall not be used to consolidate the final from visible cracks, holes, foreign matter, or other defect.
backfill until the specified minimum depth of cover has The pipe shall be as uniform in color, opacity, density, and
been placed. other physical properties as is commercially practicable.
All special backfilling requirements of the pipe manufac-
turer shall be met. Pipe requirements.All pipe installed under this standard
shall be pressure rated for water.
Basle of acceptance. The acceptability of the pipeline The relationship between standard dimension ratios,
Shall be determined by inspections to check compliance dimensions, hydrostatic design stresses, and pressure rat-
with all the provisions of this standard with respect to the ings shall be determined by one of the following formulas:
design of the line, the pipe and pipe marking, the appurte- For PVC,ASS, and PE pipe with outside diameter
nances, and the minimum installation requirements. controlled:
Certifications and guarantee. If requestrrd by the state 2S D 2S
conservation engineer, a qualified testing laboratory must P t� -1 or P R-1
`� SCS, January1989

Irrigation Water Conveyance 430-DD-7
Plastic irrigation pipe (PIP)shall have belled ends or Sep. Table 1.— Iydrostabc design strsas and designation—
arate couplers and fittings that are suitable for joining the ix4stic pipe
pipe and appurtenances by solvent cement,rubber gaskets, Hyd
or other methods recommended by the pipe manufacturer. design
Such fittings and joints shall be capable of withstanding a Ptmk Dips material stress Designation
worsting pressure equal to or greater than that for the pipe.
eo
PVC Type I,Grade t.............-- z000 PVC 1120
Solvent cement joints. Solvent for solvent cement joints PVC Type I.Grade Z..»_».»...»..... ... 2.000 PVC 1220
shall conform to ASTM Specification D-2564 for PVC pipe PVC Type 11,Grade t......._....._ 1,000 PVC 2110
and finings and to D-2235 for ASS pipe and fittings. PVC Type 11,Grads 1..»._.. ._,_•__._ 1.250 PVC 2112
Solvent cement joints shall be used and constructed PVC Type 11,Grade 1. 1,600 PVC 211a
according to the recommendations of the pipe' ASS Type I,Grade 2— » Boo A8S 1208
manufacturer. ABS Type 1,Grade 2 1,0oo ASS 1210
ABS type 1.Grade 3 ._.... 1.600 ABS 1316
Rubber gasket joints. Rubber gasket joints shall conform ASS Typs 11,Grade I..__». 1= ABS 2112
to ASTM Specification 0-3139. PS Grade Pta.......... AM PE 1404
PE Grade P23.-.-.-..- Soo PE 2305
PE Grade P23.......—...._. 630 PE 2306
PE Grade P33.-_.-.- tt30 PE 3305
PE Grade P34.--...-» 630 PE 34M
PE Grade P34..—.--». 800 PE 39M
r
SCS, January 1989

"r
POWER UNIT
GATE VALVE AIR RELIEF PRESSURE RELIEF
BLACK IRON VALVE VALVE
18I`241-►+
PUMP DISCH
OCHECK VALVE
ALUMINUM 35
FLANGE
' PUMP TELESCOPING XW 'I�, `
ASSEMBLY
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I

Series 1000 j
-lproved Desiorn Provides Greater Operator Control
trol
Greater control...more accurate application of both clean and
this sensor will automatically disengage the drive, protecting the
wastewater. Simpler to operate...the smooth operation of the six
speed gearbox eliminates Reel Rain from damage.
• Large selection of models. In an effort to offer customers
the need for multiple belts
the proper system for their irrigation needs, Reel Rain modes are
and pulleys while providing
a full range of operating -ti•• available in 29 different hose size/drive platform configurations.
speeds. Within a high and Increased
low range there are three =-- speed range. T^' ,
speeds for increased preci- - - From .5 feet per
sign and accuracy in con- � minute to 12.5
trolling application rates. - feet per minute,
you have the abil-
Knowing and controlling _
your application rates have ity to control the _
become crucial wastewater Six application rate.
management tools when speed gearbox With Reel Rain
trying to adhere to ever increasing regulations. Each model is Irrigation equip-
mentavailable with the standard 5.5 HP Honda engine or the efficient AMA from
_ AMADAS
Pelton Wheel slurry INDUSTRIES,
turbine.The Pelton you and your
Wheel turbine is the Dealer receive Reel Rain Mode!1375
e ideal drive system for
special attention from our fully equipped Service Department.
applying wastewater Each Service Technician is trained by the AMADAS staff engineer
t or slurry from holding _
who designed your Reel Rain. The 1000 Series offers only 5 of
areas such as tanks
f .. and/or lagoons. The many dependable models
Pelton Wheel turbine of Reel Rain Travelers.Ask
STANDARD
g can be mechanically T your Dealer to show you
compensated for FEATURES RES other models that might
accurate appiications 6 Speed Gearbox meet your needs. Reel
�'-• or equipped with the P.T.O. Rewind Rain Travelers are avail-
optional Irrigation Automatic Hose Retrieve able in models which will
Pelton WheelComputer. efficiently irrigate from 35 to
slurry turbine p ter. Stop
This improved design Rugged Frame Design 400 acres per week.
only starts with the drive system. Other enhancements include: - Turntable
• A constant pressure automatic braking system which • Reel Speed Compensator
increases tension when the hose is being • Safety Shielding
lighter tension as the hose is being retrieved IIo„d out but reverts to - Galvanized Fittings
• A positive action lock down. When engaged,this simple ' Galvanized Gun Cart
brake will lock the reel in place when shifting the gearbox to neutral, • Mechanical
e Year lWarrant Hose uide
as well as secure ' �� Y ���H�[3B$-
tne reel for transport when desired. • Miswind Sensor ���S Reel ain�i
• A Miswind sensor. Should a miswind irregularity ever occur,
IRRIGATION SYSTcNS
Model Hose Length Hose I.D. Lane Spacing Covered in Flow Rate I One Pull.Applying 1"
Number (Feet (Inches) (Feet) (G.P.M.) of Water(Firs.) Nelson Gun
1025 One Pull Turbine Gas Turbine Gas and Pressure
850 2.5 180 3.80 167 181
1030 955 3 0 240 10.33 10.65 SR100/80 PSI
1033 850 3.3 5.84 260 280 10.2 9.4 SR150/80 PSI
1250 260 5.68 360 400 7.1 6.4 SR150/80 PSI
3.2 240 7.41 266 2901100 12.6 11.6
SR150/80 PSI
. 280 7.78 382
416 9.2 8.4 SR150/80 PSI
"Co Nora^c=c. DC lox 192 � _ 3 •-
.,' Suffolk.VA 23,35-t23„ USA
'nc-e i7=7;539-023. Fax r57)934-325A •` - _ -- tii— ,70' Sou:^Siaco-v Btv�. - P.Q.Box 36S7 • A:bany.GA 317C6
� � � -evrirr
Pnone(912)439-2217 Fax[phone]
AALlADAS 11V0(lSTRI=S'poiicv is one of continuous improvement,and we reserve the rieht:o chance sce:iijc2tien_.design cr or;ce3 w ircu'r mcurrnna coiicaricn.

BERKELEY PUMPS 'CURVE 4117
DATE 3-1-88
TYPE "B" RATING CURVES PAGE 2.02
SUPERSEDES
�L.
ENGINE DRIVE Curve 4117 Z�11 P3 e2.02
Dated 4-1:85
C-1- P,ILNL 11-1863 Moth-Me. H-1863 VAR I OUS XF.IL crd-
C-I- Pam too. L-3001 M• ackNIL L-3038 OIL 13-1/2" FULL
MAXIMUM WORKING PRESSunE 247 PSI
1&19 U.
.......... 2c]
TZ
777...... 30
VT
7
•
7 ........1- .1+4.... ....... . •
........... 20
7 4.
z
i.A.
V— —7
TI-1. .
600 -.74! :Epp I -tl T
K m x 1 JM4 U
0
5CO
...... ........ 7
-- ----------
7 ... .....
S 400
24E4 RPM -
......... ....- -H 6 61:RPM:
t........ .
...... ........
4 200
..... .....
0 .16001 RPM I . t... ---------
L001�.!
...........
103
... ......
. ...................
0
...............
..........
.............
..........
TI)SL
-4-
0 loo 200
300 4(0 5500 600 700 Soo goo 1000 1100 1200
CAPACITY IN U.S.GALLONS PER MINUTE
C-7048 T-2554 C-7048 Oalid 10-27-71 3-29-72 - MODEL B3JQBM
C..*: Mal.riml C.I. p.jI.NL m.lgxg
I M.Ch.N% M-1939 VARIOUS R.P.M. —
I'D'"": M-1-d21 C-1- PaILML M-2319 Msc?LNo. M-4821 Z)I. 10-7/16" FULL 7.0.11.1.4.h..I-III
MAXIMUM WORKING PRESSURE 266 PSI
7— 0 C3
........ .............:.T...--- ....I. .. -- ..........
.. .......... 30
... .......... ....... .... ......
........ ........... ...... 20
. .........
.......... ........... ....... ......... . ........ .......
........ ......... ......... .. ..... .......
10.......... .. .... ... ...........
.......... .......
...... . ........ ...... -70�' 7 5%
........... .......... ..............
400
ru I �d..RPM. xlnu ..........:.. ...............
....
0
55o .. 3ccc- ;Pm 83%F�P!cI 2. RPM ..... .........
............
2 1 2A-- RPM F -7 -4-1
250 L
7-77,
2CO
7
Iro .....
. ... .......
..:,.i
.............
.... ....... 7'
.............
W6
100
_7 7
....... .........
................... . ........
.. ........
..........
50 . ...... .. .......... .....
----.................... .......... ........
7, 1 0 ....... ......... . ...... ...............
5'.: . .........
0 .................
TDSL TDSL
0 loo 200 300 400
500 600 700 800 gC0 icco

Engine Performance Curve
300 Series Engine
Rating: Model: 4039D -q v1-/S i3
9� Gross Power 71 hp @ 2500 rpm
JOHN DEERE Application: Industrial - Continuous 53 kW Q 2500 rpm
1.......
... •.....
:.......:....:...:...
;._.T._.;.__�.._.._ zoo
(271) z
.............
.................
. I 180 �
Torque • I (244) ;
176 lb a�
t (239 Nm)
- 260 ~
80 ( 1�
...
(60)
149 lb-ft.'
(202 Nm)
60 ................
:k:::::::16 ::k :::::: ....
(45) Power
I...
:..
7.
__ _
3 ... f 71 hp
Continuous Pow ---=•-•-
c - �.. I (53 k
::k:: ::
�c 40 .. >_._• .
m (30) i-
._..
20
I •.....`....
(15) I I
i ...._;_
i...:.... :.... � 0.40 �
i
(242)
c
t Fuel Consumption0.36
s
k (218)
1...':
U.
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.HZO (3 kPa) Exhaust Back Pressure—30 in.H20 (7.6 kPa)
Gross power guaranteed within+or-5%at SAE J1995 and ISO 3046
conditions: 77°F(25°C)air inlet temperature Certified by:
1 IC
29.31 in.Hg(99 kPa) barometer y Curve 4039to.
104°F(40°C)fuel inlet temperature Source Factories:
0.853 fuel specific gravity a 60^F(15.5°C) �,�,.,,�,t a� Dubuque,Saran
Conversion factors: Power. kW=hp x 0.746 Date: 0- 93
Fuel: 1 gal=7.1 lb, 1 L=0.85 kg 7 Sao c� 3 Sheet 1 of 2
Torque: Nm=lb-ft x 1.356 'Revised data
All values are from currently available data and are subiect to change without notice.

BIG GUN® PEKFO Lh 1AbL.LL�)
100 SERIES BIG GUNS - 24' TRAJECTORY 100 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
.712 .168 .812 .857 .875 .927 .965
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM . DIA GPM DIA 6PM - DIA
50 74 220 88 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 270 164 275 183 2BO
70 88 245 104 250 118► 260 135 275 152 270 177 295 198 300
80 94 255 1-11 265 127 275 145 285 163 300 1B9 305 211 315
90 99 265 117 275 134 2S5 154 295 173 310 201 315 .224 325
100 105 270 124 280 142' 295 162 305 182 320 212 325 236 335
150 ERIES BIG GUNS -240 TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
.86 .97 1.08 1. 18 G2D 6.311 1.41
P5-I GPM' DIA GPM DIA -PM . DIA GPM DIA GPM DIA GPM DIA GPM DIA
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350
60 110 260 143 2BO 182 300 235 315 275 335 330 350 3B5 365
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380
80 128 290 165 300 210 320 260 340 315 360 38.0 380 445 395
90 135 290 175 310 223 330 275 350 335 370• 405 390 475 445
100 143- 300 185 320 235 340 290 360 355 380 425 400 500 415
200 SERIES BIG GUNS - 270 TRAJECTORY 200 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
1.29 1.46 1.56 1.66 1.74 1.63 1.93
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM ' DIA GPM DIA
50 230 325 300 355 350 370 410 390 470 405 535 420 640 435
60 250 340 330 370 385 390 445 410 515 425 585 440 695 455
70 270 355 355 305 415= 405 480 �25 555 440 630 455 755 475
80 290 370 380 400 445 420 515 440 590 455 675 470 805 490
90 310 380 405 415 475 435 545 455 625 470 715 4B5 855 505
100 325 390 425 425 500 445 575 465 660 480 755 500 900 520

Lewis Smith Farm
bUpUn County DWQ ID No.31-324
November 15,1999
November 15, 1999
Lewis Smith Farm
DWQ Registration No. 31-324
Mount Olive, North Carolina
IRRIGATION SYSTEM
System Operation
The system should be operated in winds of 5 mph or less and should never be operated in winds over 10
mph. Permenant start and stop markers shall be placed in the field The hydrants do not signify
a stop pull mark Hydrants have been placed to insure waste does not get spraved on the
traveler. When the system is first started at the beginning of a travel lane, the sprinkler cart should be
left stationary for a period of approximately 15 to 20 minutes for 315 degree arc pulls and 7 to 10
minutes for 220 and 180 degree pulls, to apply wastewater to the end of the pulls, but never long
enough to have any runoff. When a sprinkler cart reaches the end of a pull a similar stationary operating
time should occur, but again, ensure that no runoff occurs. The operator needs to be with the machine
during these two operations to ensure that runoff is not occurring. Once some experience is gained on
each pull, it will be easier to judge exactly how long to leave the sprinkler cart stationary before the
travel is started. See calculations for estimated time of each pull. Each application of wastewater
should be limited to a maximum of 0.75 inches. It is recommended that a flow meter be installed at the
pump station so that the operator can determine the total volume of wastewater that is being applied for'
each irrigation event. If this is not done, be sure to know the travel time plus delay time so that the
volume per pull can be calculated.
At the pump, there shall be an air relief/vacuum relief valve and an adjustable pressure relief valve set to
discharge at 5 psi above design pump discharge pressure. There shall also be a glycerin filled pressure
gauge on the discharge side of the pump, a similar gauge located on the reel of the traveler and one
located on the nozzle. These gauges shall be large enough to be easily read and should be protected
from damage by installing a simple cut-off so that pressure is not on the gauge at all times.
At the pump there will be a non-slam swing check valve such that when the pump is shut off, the
pressure of the water in the pipe due to elevation does not place pressure on the pump. This will be in
addition to the spring-loaded check valve at the pump that will be used for priming the pump. On the
suction side of the pump, a hand-operated diaphragm pump will be needed to prime the pump. With the
use of a gate valve at the pump, the spring loaded discharge primary valve is not needed. The gate
valve when closed serves the same purpose.
Pipe Installation
All fittings should be Class 200 gasketed fittings. Harco and other manufacturers provide such fittings.
The tees where the hydrants are installed need to be Schedule 80 (S x S x S) and the riser onto which
the quick coupling riser valve is installed should be Schedule 80. It is recommended that a short section
of pipe be installed beyond the end hydrant to be used as a trash collector. All hydrants should -be
equipped with a large orifice air relief/vacuum relief valve. The air relief/vacuum relief valve will be
1 of 9

1
Lewis Smith Farm DWQ M No.31-324
buplin County November 15,1999
installed in the riser pipe and shall be rated at a minimum of 165 psi pressure. It shall be a minimum of
two-inch in size. If an air relief/vacuum relief valve is not placed at each hydrant insure that one is
placed on all end hydrants.
All of the pipe will be bell and gasket Class 200, IPS, PVC plastic pipe and the fittings shall be.gasketed
Class 200, IPS, PVC plastic such as those manufactured by Harco. The tees for the risers shall be
Schedule 80, IPS, PVC plastic (S x S x S). The riser will be Schedule 80, IPS, PVC plastic.
The pipe shall be installed with a minimum of 34-inches of soil cover over the pipe. This will mean a
minimum trench of 40 inches. Concrete thrust blocks will be used at all tees, ells and gate valves in the
system. See calculations for thrust block sizing.
Either end caps or end plugs can be used. All turns (ells, tees) shall be thrust blocked, the gate valves
will be thrust blocked as will the ground entry (see calculations).
Maintenance
There should be no land application of wastewater during freezing weather. The pump and the above
ground portion of the discharge pipe and the suction line should be drained during freezing weather.
The risers should be drained to approximately one foot below the surface during freezing weather. Any'
liquid in the pipe in the ground should not freeze. The simplest way to drain these pipes is to install a
drain valve at the low point in the pipe, however be sure that the wastewater does not drain to a stream
ditch, etc. Only about 25-30 gallons of water need to be drained.
Check the air relief/vacuum relief valves at least a couple of times per year to see that they are operating
properly and are not leaking.
It is recommended that a ring of concrete (6 inches deep, two feet square) be poured around the top of
each riser. Check this at least once per year to see if there is any cracking.
Check the hose, reel, chain, and speed compensation at least twice per year to ensure that there is not
excessive wear and that the speed compensation is operating properly. Lubricate the traveler as
recommended by the manufacturer. Wash down the traveler and the pump at least once per year to
reduce corrosion. If the pump is disconnected from the Z-pipe, cover the ends of the pump and the Z-
pipe.
Check for leaks each time an application of wastewater is made. Repair any leaks immediately. When
the traveler is not being used, store in a shelter to prevent damage to the hose from sunlight.
Record Keening & System Oneration Evaluation
Accurate records should be maintained on all land application of wastewater. The two forms IRR-1 and
IRR-2 which are contained in the Certification Training for Operators of Animal Waste Management
Systems Manual which operators received when they attended the operator certification training are
excellent for this use. This allows the operator to record when the system was operated, the length of
time and the amount of effluent applied. These records need to be maintained for five years. This
includes pumping records and also lagoon level records. Senate Bill 1217 also requires that the soil be
2 of 9

Lewis Smith Farm DWQ ID No.31-324
l�uplin County November 15,1999
sampled annually within 60 days of land application. It is suggested that the lagoon be sampled
quarterly.
The irrigation system should be operated in daylight hours and in conditions where wind speeds are less
than 10 mph. Each time the system is operated, the operator should check for leaks, malfunctioning
sprinklers or pump or any other things that might affect system uniformity. The system should not be
operated during freezing weather. With this system there should be a minimum of maintenance. The
motor and pump require little maintenance except for draining the pump during freezing weather and
checking the sprinkler for nozzle wear or proper rotation. If the pump has a packing seal it may need to
be adjusted so that leakage is not excessive. The leakage should be piped back to the lagoon.
There should be a pressure gauge at the pump, one at the reel, and one on the sprinkler in the field.
This will allow the operator to ensure that there is adequate pressure on the sprinkler in the field.
There is also a requirement that an Emergency Action Plan (EAP) be prepared for the farm. Details of
the EAP are given in Chapter 5, of the Certification Training for Operators of animal Waste
Management Systems Manual. This plan deals with lagoon overflow, runoff from waste application
fields, leakage from the waste distribution system and leakage from the base or side walls of the lagoon.
All of the items in the EAP are common sense things to do if there'is a problem. All farm workers need
to be familiar-with the plan and how to respond if an emergency occurs.
Each farm will receive two inspections per year, one compliance inspection from the Division of Water
Quality (DWQ), and one operational inspection from the NC Division of Soil and Water Conservation
(DSWC). Both inspections will use the same forms. Items that are not in compliance with the Waste
Management Plan can be cited as violations. It is important that the
Waste Management Plan be implemented and followed.
The system should be evaluated annually using the procedures developed by specialist at North Carolina
State University. The evaluation brochures are available through the local North Carolina Cooperative
Extension Service Office.
3 of 9

Lewis Smith Farm DWQ ID No.31-324
lhuplin County November 15,1999
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing or New or Expanded (please circle one)Existing
General Information:
Name of Farm: Lewis Smith Farm Facility No: 31-324
Owner(s)Name:Lewis Smith Phone No: [phone]
Mailing Address: 336 John Lewis Grady Road Mount Olive North Carolina 28356
Farm Location: County Farm is Located in: Duplin
Latitude and Longitude 35 07 35 / 77 55 58
Please attach a copy of a county road map with location identified and describe below (Be specific, road names,
directions, mileposts, etc.): North on 1507 from 1500 approximately 1 1 miles on rth right approximately 2200 feet
behind house.
Operation Descrintion•
Type ofSivine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
_Wean to Feeder Layer Dairy
x Feeder to Finish 2.480 Pullets Beef
_Farrow to Wean
_Farrow to Feeder
_Farrow to Finish Other type of Livestock: Number of Animals
Expanding Operation Only
Previous Design Capacity: Additional Design Capacity
Total Design Capacity:
Acreage Available for Application: 48.14 Required Acreage: 43.8
Number of Lagoons/Storage Ponds: 1 Total Capacity: Cubic Feet(13)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
********************************************************************************************
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation
and maintenance procedures established in die approved animal waste management plan for the farm named above and
will implement these procedures. I (we)know that any expansion to the existing design capacity of the waste treatment
and storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation Service. I(we)know that any modification
must be approved by a technical specialist and submitted to the Soil and Water conservation district prior to
implementation. A change in land ownership requires written notification to DEM or a new certification ( if the
approved plan is changed)within 60 days of a title transfer.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
(1)
4 of 9

Lewis Smith Farm DWQ ID No.31-324
Duplin County
November 15,1999
I. Technical Specialist CaWfication
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005,I certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specification of the Division of
Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA-Natural Resources
Conservation Service(NRSC)and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F.0001-.0005. The following elements are included in the plan as
applicable. while each category designates a technical specialist who may sign each certification (SD, SI,
WUP,RC,I),the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage. Treatment Svstem
Existing facility without retrofit(SD or WUP)
Storage volume is adequate for operation capacity;storage capability consistent with waste utilization
requirements.
New,expanded or retrofitted facility(SD)
Animal waste storage and treatment structures,such as but not limited to collection systems,lagoons and
ponds,have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please print):
Affiliation:
Address: (Agency):
Signature: Date:
B) Land Application Site(WUP)
The plan provides for minimum separations(buffers);chosen crop is suitable for waste management;hydraulic
and nutrient loading rates.
Name of Technical Specialist(Please print): Brian J. Gannon P.E.
Affiliation: N Carolina D artment of Environment&Natural Resources-Division of Soil&Water Conservation
Address: ( e ) 127 Card' al Dri a Extension Wilmin o NC 28405-384 Phone No.:`r,9 q a9"�3900
Signature:
Date:. N
:'Q '�y•:
C) Runoff Controls from Exterior Lots ZQ
Check the appropriate box z SEAL
022536
Facilitv without exterior lots(SD or WUP or RC) '��'•.•�NGI���Q�.•O�
This facility does not contain any exterior lots. / •»...•
�qN J. G PN
Facilitv with exterior lots(RC) �i'i'i"i'i'��
Methods to minim�e the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist(Please print):
Affiliation:
Address: (Agency):
Signature: Date:
(2)
5 of 9

Lewis Smith Farm DWQ ID No.31-324
' Duplin County November 15, 1999
D) Application and Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste application equipment(WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established;required buffers can be maintained an calibration and adjustment guidance are contained as part of
the plan).
X New,eNpanded,or existing facility without exi sting waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan;(proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established;required buffers can be maintained;calibration and adjustment guidance are
�`�P,�t�CARS 11.4contained as part of the plan).
�O.�.FESS�o•�:�y 40Iew, expanded, or existing facility without existing waste application equipment for land spreading not
aQO W sus>1 spray irrigation (WUP or D
• SEAL _al waste application equipment specified in the plan has been selected to apply waste as necessary to
" 0 2 25 3 6 -Lcciiimodate the waste management plan;(proposed application equipment can cover the area required by the
plaZ at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
cations has been established;requ
�;��••.;c�V�1NE�Q.�O ` ired buffers can be maintained;calibration and adjustment guidance are
, •G K % ntained as part of the plan).
Name of Technical Specialist(Please print): Brian J. Gannon P.E.
Affiliation: North Carolina D ent of Environment&Natural Resources-Division of Soil&Water Conservation
Address: c`) ���, 1 Drive Extension Wihnin on NC 28405-3845 hone No.: [phone]
Signature.
Date:
E) Odor Control Insect Control Mortality ManaLyement and Emer encv Action Plan SD SI WUP RC
or
The waste management plan for this facility includes a Waste management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors
and insects have been evaluated with respect to this site and Best management Practices to Minimize Odors
and Best Management Practices to Control insects have been selected and included in the waste management
plan. both the Mortality Management Plan and the Emergency Action Plan are complete and can be
implemented by the facility.
Name of Technical Specialist(Please print):
Affiliation:
Address: (Agency):
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21,1996.If the facility was built before June 21,1996,when was it constructed
or last expanded
I (we) certify that I (we) have attempted to contact be certified mail all adjoining property owners and all
property owners who own property located across a public road,street,or highway from this new or expanding
swine farm. The notice was in compliance with the requirements of NCGS 106-805. a copy of the notice and a
list of the property owners notified is attached.
Name of Technical Specialist(Please print):
Affiliation:
Address:(Agency):
Signature: Date:
(3)
6 of 9

Lewis Smitli Farm Duplin County DWQ ID No.31-324
November 15,1999
III. Certi f icution. n f Instn!!«don
A) Collection,Storage Treatment installation
New.expanded or retmfitted facility(SIl
Animal waste storage and treatment structures,such as but not limited to lagoons and ponds,have been
installed in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For exWing facilities without retrofits,no certification is necessary.
Name of Technical Specialist: (Please print)
Affiliation:
Address: (Aeencv) Phone No.:
Signature:
Date:
B) Land Application Site(WUP)
Check the upproPrilite has
_x_The cropping system is in place on all land as specified in the animal waste management plan.
_Conditional Approval: all required land as specified in the plan is cleared for planting;the cropping
sN stem as specified in the waste utilization plan has not been established and the owner has committed to
establish the vegetation as specified in the plan by (month/day/year);the
proposed cover crop is appropriate for compliance with the waste utilization plan.
_Also check this box if appropriate
If the cropping system as specified in the plan cannot be established on newly cleared land within
30 days of this certification, the owner has committed to establish an interim crop for erosion
control.
r
Name of Technical Specialist: (Please print)
Affiliation:
Address: (Agencv) Phone hone No.:
Date:
This follovring signature block is only to he used when the box for conditional approval in III.B above has been
checked.
I(we)certlfv that i (we)have committed to establish the cropping system as specified in my(our)waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we)
realize that flilure to submit this verification is a violation of the waste management plan and will subject me (us) to an
enforcement action
Name of Land 01%ner:
Signature: Date:
Name of Manager(Ifdillcrent Irotu owner):
Signature:
Date:
(4)
7 of 9

Lewis Smith Farm DWQ ID No.31-324
Duplin County November 15,1999
C) Runoff Controls from Exterior Lots (RC)
Facility Avith exterior lots
Method,to minimize the run off of pollutants from lounging and heavy use areas have been installed as
speciled in the plan.
For f wilities without exterior lots no certification is necessary
Name of Technical Specialist(Please print):
Affiliation:
Address: (Agcncv):
Signature: Date:
D) APPlication and Handing Eguinment installation(WUP or 1)
Check the appropriate box
_ Animal waste application and handling equipment specified in the plan is on site and ready for use,
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
_Aiiimal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract;equipment specified in the
contract aerees %vitli the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional Approval: Animal waste application and handling equipment specified in the plan has been-
purchased and will be on site and installed by (month/day/yes); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in accordance
with the cropping system contaued in die plan;and calibration and adjustment guidance have been provided to
the owners and are contained as part of the plan.
Name of Technical Specialist(Please print):
Affiliation: ):
Address: (Agency):
Signature:
Date:
The folloii•im,si-nature hineli is only to be used when the box for conditional approval in M.D above has been
checked. y
I(we)certifi that I (we) have conunitted to purchase the animal waste application and handling equipment as specified
in my (our) waste a management plan and will submit to DEM a verification of delivery and installation from a
Technical Specialist widtili 15 calendar days following the date specified in the conditional certification. I (we) realize
that failure to submit tali, verification is a violation of the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(Ifdif7erent from owner):
Signature:
-- -Date:
E) Odor Control,insect Control and Mortality NJ.inazement SD SI WUP RC or
Method, to control odors and insects as specified in die Plan have been installed and are operational. The
mortality management,system as specified in the Plan has also been installed and is operation.
Name of Technical Specialist(i"Icase print):
Affiliation:
Address: (Agency):
Signature:
Date:
(5)
8 of 9

r
. Lewis Smith Farm DWQ ID No.31-324
Duplin County- November 15,1999
Please return the above completed forms (pages 5-9) to the Division of Water Quality at the
following address:
Department of Environment and Natural Resources
Division of Water Quality r
Water Quality Section Compliance Group
P.O. Box 29535
Raleigh, North Carolina 27626-05035
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plain to the local Soil & Water Conservation District Office and to keep a
copy in your tires with your Animal Waste Management Plan.
9 of 9

Operator: ====___________________________====,Lewis G Smi-h
Ccunty: ====_____________________________====>Asbuilt
Date : ====_______________________________====>02/18/99
— to nearest residence (other than owner) : ft .
;s (farrow tc finish) : ____________________>
scws (farrow tc feeder) : ____________________>
head (finishing only) : ______________________> 2480
scws (farrow tc wean) : ______________________>
head (wean to feeder) : ______________________>
Ave . Live Weigr- for other operations (lbs . ) =>
Storage volume for sludge accum. (cu . ft . ) : =>
Treatment Volur_e (min. 1 cu . ft . /lb. ) ===____> 1 . 0
25 Year - 24 Hcur Rainfall (in. ) ____________> 7 . 5
Rainfall in excess of evaporation (in. ) ===__> 7 . 0
Drainage area c= buildings & lots (sq. ft . ) =>
Volume of wash :cater (gallons/day) ====______>
Temporary storage period (days) _____________> 120
Freeboard (ft . ) : ==__________________________> 1 . 0
Side slopes Un side lagoon) : ________________> 1 . 5
Inside top lent-h (ft . ) : ==------------------> 305 . 0
Ir:side top width (ft . ) . ==___________________, 163 . 0
Tcc of dike elevation (ft . ) : ==______________, 43 . 0
BO tom of lagoon elevation (ft . ) : ==_________> 31 . 0
Seasonal high water table (SHWT) elev. (ft . ) : =>
Total required volume : _____________> 449379 cu . ft .
Ac-ual design volume : ______________> 451660 cu. ft .
Stop pumping el . (> or = to 0 . 0 ft . SHWT) > 40 . 0 ft .
( > or = to 37 . 0 ft .Min. )
Rewired minimum treatment volume : 334800 cu . ft .
Volume at stop pumping elevation: 357768 cu . ft .
Start pumping e_ev. : ===_____________________> 41 . 3 ft .
ume at start pumping elevation: 418175 cu . ft .
:al volume less 25yr-24hr rain: 420588 cu . ft .
Ivti:E: Verify that temp. storage is adequate :
Req. volume to be pumped: ====> 83507 cu . ft .
Actual volume to be pumped: ==> 60407 cu . ft .

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System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

Lewis Smith Farm AWS310324
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass)or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lewis Smith Farm AWS310324
Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Lewis Smith Farm AWS310324
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Lewis Smith Farm AWS310324
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

Lewis Smith Farm AWS310324
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

Lewis Smith Farm AWS310324
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

Lewis Smith Farm AWS310324
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
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 flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

Lewis Smith Farm AWS310324
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agnment services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
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.
9

Lewis Smith Farm AWS310324
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean 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 () Reduce moisture accumulation within and around
residues 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
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() 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).
MIC—November 11,1996
10

Lewis Smith Farm AWS310324
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (df pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
11

Lewis Smith Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310324
Date: 2/19/2024
INSTRUCTIONS FOR USE Owner Signature: aL'v
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑■ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑■ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Lewis Smith Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310324
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases M Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug"systems
decomposition ❑� Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
❑■ Install fully slotted floor system
❑E Install waterers over slotted floor area
■❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑■ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Lewis Smith Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310324
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ■❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except •Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal •May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Lewis Smith Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310324
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
M Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Lewis Smith Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310324
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑■ Transport sludge in covered vehicles or tankers
❑■ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑■ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Lewis Smith Farm AWS310324 Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering 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.
El
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
2/19/2024
Signature arm Owner/Manager Date
2/19/2024
Sign�ofnical Specialist Date