310324_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all Information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Farm Number: 31-0324 Certificate Of Coverage Number: AWS310324
2. Facility Name: Lewis G.Smith Farm
3. Landowner's Name(same as on the Waste Management Plan): Linda G Smith
4. Landowner's Mailing Address: 336 John L Grady Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: E-mail: lindaasmith 1945(c,1945.com
5. Facility's Physical Address: 336 John L Grady Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
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): Tajo bew4 S�'"` /�4%- Phone No.:q/q..73�l—9.33o OIC#:Arjv#t q y gQ.33
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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 3^7.Z-+� pZ.6 7 O O 49,636.00 20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.]OC(d)to the address below.
The CAWMP most include the following components: -
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(far 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
It. 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
you facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who. knowingly makes any false statement,
representation, or certification in any application may be subject'to, civil penalties up to.,$25,060.'per violation. (18 U.S.C.
Section 1001 provides a'punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by
a principal executive officer of the corporation):
Name: v i rt c L. `�`. r L- Title:
Signature: &30j��L Date:
Name: �~ Title:
Signature: Date:
ir
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management ement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
F-1 0 death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C .0102.
❑ ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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 opinionjof 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.
0 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.
—�-O —/q
Signature of Farm Owner/Manager Date
-au _, q
Signature of Te nical Specialist Date

SEP-9-2009 05:40P FROM:FEDERAL PROGRAMS 9102961088 TO:12525682750 P.1
Nutrient Management Plan For Animal WaSte Utilization
09-09-2009
Thisplan
lan has been prepared for: This plan has been developed by:
Lewis G. Smith Farm Ronnie 0. Kennedy. Jr.
Smith Linda Agriment Services, Inc.
336 John Lewis Grady RD PO Box 1096
NC 28365 Beulaville, NC 28518
919-658-5398 252-
12
veloper Signaturo
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement And maintenance
I(we)understand and agree to the 90eciScations and the operation
procedures established in this
management Plan which includes an animal
a�named above.I have read and-understand the
waste utilization plan for the
Required Specifications concerning animal waste management that are included with
this plan.
Y.1,".14 • V Ctb
Signature(owner) Date
Signature(manager:or producer) Date
This plan meals 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 Conserve on Commission.
Plan Approved By:
ethnical Specialist Signature ate
Cover page
297945 Database Version 3.1 Date Printed: 09-09.2009 l

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
F
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
ast 5295
ated 9094
Injected 10014
Irrigated 5755
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,755 7662 -11907 31060,389 -761,429
__T Year 2 5,755 8242 -2,487 3,292,066 -993,106
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
287945 Database Version 3.1 Date Printed: 09-09-2009 Source Page 1 of 1

Narrative
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 THESE
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 O THE SOILS.
287945 Database Version 3.1 Date Printed: 09-09-2009 Narrative Page 1 of I

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 1 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 1 Pull 12 5.25 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.
N Soybeans,Manured,Double Crop 25 bu.
2324 Pull 3 4.89 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 4.79 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.
287945 Database Version 3.1 Date Printed 9/9/2009
PCs Page I 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
W
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 47.09 47.09
LI I I 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).
287945 Database Version 3.1 Date Printed 9/9/2009
PCs Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract I 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 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 59.39 0.00
2324 Pull I S7 Autryville 1.77 1.77 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 36.76 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 IPull 10/11 S7 Autryville 3.51 3.51 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 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 1 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 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 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 74.49 0.00
2324 Pull 2 S7 Autryville 2.22 2.22 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig, 52 20,77 0.00 46.11 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 164.07 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 20.77 0.00 101.57 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Com,Grain 85 bu. 2/15-6/30 104 0 20 Iffig. 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 4.921 4.92 Wheat,Grain 45 bu. 9/14/30 104 0 0 1 Irrig. 521 20.77 O.00J 102.19 0.00
287945 Database Version 3.1 Date Printed: 9/9/2009 WUT Page 1 of 4

Waste Utilization Table ear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2324 Pull 6 S7 Autryville 4.81 4.81 Corn,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. 9/14/30 104 0 0 Irrig. 52 20.77 0.00 99.91 0.00
2324 Pull 7 S7 Autryville 4.79 4.79 Com,Grain 85 bu. 2/15-6/30 104 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. 9/14/30 104 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 4.42 4.42 Wheat,Grain 45 bu. 9/14/30 104 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 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 0 0 Irrig. 202 80.69 0.00 167.83 0.00
Total Applied, 1000 gallons 3,060.39 G
Total Produced, 1000 gallons 2,298.96
Balance, 1000 gallons -761.43
Total Applied,tons =1 0.00
Total Produced,tons _ 0.00
Balance,tons , `-.7! 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
287945 Database Version 3.1 Date Printed:9/9/2009 WUT Page 2 of 4

Waste Utiliza`(n Table ear 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2324 Pull 1 S7 Autryville 1.77 1.77 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 20.77 0.00 36.76 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 39.94 0.00 70.70 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 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 brig. 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 brig. 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 brig. 52 20.77 0.00 46.11 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. 100 39.94 0.00 88.68 0.00
2324 Pull 3 S7 Autryville 4.89 4.89 Wheat,Grain 45 bu. 9/14/30 104 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. 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. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 109.05 0.00
2324 Pull 4 S7 Autryville 5.25 5.25 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 209.71 0.00
2324 Pull 5 S7 Autryville 4.92 4.92 Wheat,Grain 45 bu. 9/14/30 104 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. 9/14/30 104 0 0 brig. 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 Autryvillc 4.79 4.79 Wheat,Grain 45 bu. 9/14/30 104 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 l00 0 0 brig. 100 39.94 0.00 176.55 0.00
287945 Database Version 3.1 Date Printed: 9/9/2009 WUT Page 3 of 4

Waste Utilization Table fear 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2324 P29 S7 Autryville 2.08 2.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 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 0 0 Irrig. 202 80.69 0.00 167.83 0.00
Total Applied, 1000 gallons 3,292 07
Total Produced, 1000 gallons 2,298 96 t
Balance, 1000 gallons -993.11 _
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.
287945 Database Version 3.1 Date Printed: 9/9/2009 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 Pulls 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
287945 Database Version 3.1 Date Printed 9/9/2009 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 13.16 31.09 62.18 93.27
Hay 6 ton R.Y.E. 300 26.32 15.55 31.09 46.64
Soybean 40 bu 160 14.04 29.15 58.29 87.44
287945 Database Version 3.1 Date Printed: 09-09-2009 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste e Capacitv
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Ca acit Da s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 42
1 2 42
1 3 59
1 4 82
1 5 130
1 6 176
1 7 166
1 8 163
1 9 178
1 10 180
1 11 179
1 12 172
2 1 165
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.
287945 Database Version 3.1 Date Printed: 09-09-2009 Capacity Page 1 of 1

Required Suecifications 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).
287945 Database Version 3.1 Date Printed:9/9/2009 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.
287945 Database Version 3.1 Date Printed:9/9/2009 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.
287945 Database Version 3.1 Date Printed:9/9/2009 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.
287945 Database Version 3.1 Date Printed:9/9/2009 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.
- - -- -- - - --- -- -------- - - - - - - - - g 287945 Database Version 3.1 Date Printed: 09-09-2009 Crop Note Page I 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.
-- - ----------- -- -- -- - - - - - -- -- -- --- ------ _ - - - - - - --- - -
287945 Database Version 3.1 Date Printed: 09-09-2009 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 24 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
- --------- - - -- - --- - -- - - - - ----- - - - -------- - - - - ------ - - - - - g
287945 Database Version 3.1 Date Printed: 09-09-2009 CropNote Page 3 of 3

REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 31-324
FARM NAME. LEWIS G. SMITH FARM
OWNER NAME. LEWIS SMITH
DESIGN CAPACITY.- 2880 FEEDER TO FINISH
MR 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 THESE
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
AUTRYV LLE 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
THE BERMUDA FIELD MAY USE PASTURE RATES INSTEAD OF HAY RATES NOTED IN THE
PLAN THE PASTURE RATE FOR AUTRYVILLE IS 205 LBS N PER/ACRE WITH THE
APPLICATION WINDOWS REMAINING THE SAME AS HAY.
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. MR. 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.
MR SMITH PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE
ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING O THE SOILS.
7/18/2001 7/18/2001
/RONNIE G.KENNEDY JR. LEWIS G. SMITH
TECHNICAL SPECIALIST OWNER/OPERATOR

REUSEDADDENDUMTO WASTE UTILIZATIONPLAN:
FACILITY NUMBER 31-324
FARM NAME: LEWIS G. SMITH FARM
OWNER NAME: LEWIS SMITH
DESIGN CAPACITY: 2880 FEEDER TO FINISH
FIELDS ARE NOT REQUIRED TO FULFILL THE AGRONOMIC REQUIREMENTS MR,
SMITH MAY APPLY TRACT 2324 FIELDS I R 2 IF HE SO DESIRES. THESE OF THIS
FARM IF THESE 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.
MR. SMITH MAY REPLACE FROM DEAR TO YEAR THE CORN CROP WITH COTTON
IF HE SO DESIRES ON EVER) FIELD UTILIZING A CORNAVHEAT/SOYBEAN
ROTATION. .AS A RESULT THIS WILL CREATE A COTTON/WHEAT/ SOYBEAN
ROTATION, HOWEVER THE RESIDUAL OF IS 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 +M.AY-+JUN. MR.
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
SNIALL 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. MR. SMITH PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH HIS
SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING 0 THE
SOILS.
2/28/2000 2/12/2000
a `
r` /BONNIE G. KENNEDY JR, LEWIS G. SMITH
TECHNICAL SPECIALIST OWNER/OPERATOR

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IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Lewis Smith DWO 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 Application per Irrigation
Field of Field Slope Rate Cycle
No. (acres) Soil Type % Crop(s) in/hr (inches) Comments
T4034 Field No.1 1 23.86 Aut ille 2-8 Com/Wheat/So bean 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 1 10.84 Aut ille 2-8 Overseeded Coastal Bermuda Hay 0.6 0.75
T4034 Field No.4 1 3.18 Aut ille 2-8 Corn/Wheat/Soybean Rotation 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,&Type of Equipment: Reel Rain Hobbs Traveler Model 1030 with a 1.18"ring nozzle mounted on a Nelson 150 Big Gun
Tract No., Equipment Setting
Field No. Application Travel Lane Wefted 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) Degrees_ Comments
T4034/l/1 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
T4034/217 2.5 0.3923 236 884 315 1.18 60 124.8 315
T403412/8 3.6 0.562 206 934 315 1.18 60 124.8 220
T4034/3!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
T4034/3/12 2.5 0.3923 236 969 315 1.18 60 124.8 315
T403414/13 2.5 0.3923 252 549 315 1.18 60 124.8 315
'r

Table 4-Irrigation Svstem Specifications
Lewis Smith DWQ ID No.31-3 4
2
336 John Lewis Grady Road,Mt.Olive.North Carolina
Duplin
[phone]
rTraveling Solid Set
irrigation gun Irrigation
e
of Sprinkler(gpm) 225
gPressure @ Pump(ps) 130
Precipitation Rateon/hr)-315 Arc 0.3923
Precipitation Rate(in/hr)-220 Arc 0.562
recipitation Rate(in/hr)-180 Arc 0.6866ngth(feet) 965
Speed Compensation Mechanicalype(PTO,Engine,Electric,etc.) Engine
ower Requirements(hp) 31
hp-Q-TDH/3960-eff.
Table 5 -Thrust Block Specifications
Designer may provide thrust block details on another sheet.
6"Pipe
Thrust Block Area _
Location (Sq.FL) Comments
90 degree bend 7.94
Dead End 5.56
Tee S.S6
Ground Entry or Z pipe 10.56
A-((98-H-D--2)/B)sln a/2
B=650 Ibs per square feet

1-
IRRIGATION SYSTEM DESIGNER (= s IAA 9
022536
gso- NEB:so
goo
Name: Kraig Westerbeek ,a`? � a ` c �
Company: Private I Designated Specialist �� , ,,. Of x
Address: 1635 West Ward Bridge Road, Warsaw, North Carolina 28398 I - � 1 J� A;4jU5
Phone: [phone] 1/" i jam^�'j b" /"
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
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation 1 I
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 specilicallons 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.
8. 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.
'r
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.
Stepp-1 Determine Total Dvnamic Head(TDH)
Pllwater density+V 1"2/2g+Z1+TDH=P2/water density+V2"'Mg+Z2+Hf
Assume friction head In the suction pipe and velocity head throughout the system to be negligible.
P1=0(water pulled from a free surface.)
this Yellds:
TDH=132/water density+Z2+Hf-Z1+Hm
Suction Pipe&other Assumed Minor Head Loss-Hm-(FL)= 46.00 Approx 20 psi
Supply Pipe Diamter pn.)a 6 _
Traveler Hose Dlamter pn.)a 3.00
Traveler Hose Length(Ft.)a 965
Water Density pbs/cu.Ft.)a 62.4
Use Hazen&Williams to Calculate Friction Losses(Hf)In Feet
W a 10.45'L•((Q/C)"1.852)/D"4.87
Where,
W=Friction head loss in feet
L=Linear length of pipe In feet
Q=Flownite In gallons per minute(gpm)
C■Pipe Coefficient
D Pipe Diameter
C for PVC and Hard Hose a 150
Sprinkler Friction Losses Friction Losses Total Dynamic
Z1 Lagoon Z2 Sprinkler Pressure Length of Flowrate In Supply In Traveler Head Pump Reel
Pull No. Elevation(Ft) Elevation(Ft) (PSI) Supply Pipe(FL) (GPM) Line Hf(FL) Hose Hf(FL) (FL) (PSI) (PSI)
1 100 102 60 770 225 2.8 101.4F. 291 126.0 124.8
1 102 60 530 225 1.9 101.4 290 125.6 124.8
4
100 102 60 360 225 1.3 101.4 289 125.3 124.8
100 102 60 595 225 2.1 101.4 290 125.7 124.8
5 100 102 fi0 2875 225 10.3 101.4 298 129.2 124.8
6 100 102 60 2885 225 10.4 101.4 298 129.2 124.8
7 100 102 60 1940 225 7.0 101.4 295 127.8 124.8
8 100 102 60 2280 225 8.2 101.4 296 128.3 124.8
9 1 102 60 2260 225 8.1 101.4 296 128.3 124.8
10 100 102 60 2040 225 7.3 101.4 295 127.9 124.8
11 100 102 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:
of-M= 55 83 JQBM-Engine Drive Pump
Std.Impeller Dia(in.)= 13 112 Berkley
Step_3 Determine Horse Power Requirements(hp)
hp a(Q'TDH)/(3960'eff.)
hp a 30.81
Step-4 Check NPSHA
NPSHR(ft.)per manufacturers Sp.= 7
NPSHA QQ=Ha+Hs+Hf+Hvp
Assume Hf and Hvp to be neg.while Ha a 14.7psi or 34 feet
Hs(ft)a 7
NPSHA(ft.)a 27 ok

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Series 1000--:.:
� • ` III m'sM1 rNi , � il �� •
_..lproved Design Provides Greater Operator Control
Greater control...more accurate application of both clean and this sensor will automatically disengage the drive, protecting the
wastewater. Simpler to operate...the smooth operation of the six
speed gearbox eliminates Reel Rain from damage.
the need for multiple belts Large selection of models. In an effort to offer customers
and pulleys while providing the proper system for their irrigation needs, Reel Rain models are
a full range of operating available in 29 different hose size/drive platform configurations.
speeds. Within a high and IBM
Increased
low range there are three speed range.speeds for increased preci- From .5 feet per .ysion and accuracy in con- minute to 12.5 2.trolling ao'olication rates. feet per minute,
Knowing and controlling you have the abil-
your application rates have ity to control the
become crucial wastewater application rate.
management tools when Six speed gearbox With Reel Rain
trying to adhere to ever increasing regulations. Each model is Irrigation equip-
ment with the standardAMA
5.5 HP Honda engine or The efficient from
MADAS
Pelton Wheel slurry INDUSTRIES,
turbine.The Pelton you and your
Wheel turbine is the Dealer receive Reel Rain Model 1375
ideal drive system for special attention from our fully equipped
applying wastewater Peed Service Department.
Each Service Technician is trained by the AMADAS staff engines,-
or slurry from holding areas such as tanks who designed your Reel Rain. The 1000 Series offers only 5 of
I
and/or lagoons. The many dependable models
Patton Wheel turbine STANDARD of Reel Rain Travelers.Ask
can be mechanically your Dealer to show you
A FEATURES
compensated for other models that might
accurate applications • 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
Peron Wheel slurry turbine Computer. Stop efficiently irrigate from 35 to
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.11ed out but reverts to • Galvanized Fittings
• A positive action lock down. When engaged,this simple • Galvanized Gun Cart
Hose
brake will lock the reel in place when shifting the gearbox to neutral, Three Y arnicalWarrantuide
2s well as secure the reel for transport when desired. • Miswind Sensor y ���HOl3e5.
• A miswind sensor. Should a miswind irregularity ever occur, v�r��e• :n
IRRia4rioN srsrEN.S
No.of
FNumber
=(Feet
Hose I.D. Lane Spacing Covered in Flow Rate One Pull,Applying 7=NensGun
(Inches) I (Feet) (G.P.M.) of Water(Hrs.)850 2 One Pull Turoine Ges Turbine Gas
965 3.0 180 3.80 167 181 10.33 10.05 SR100/80 PSI
1033 965 3 3 240 5.84 260 280 10.2 9.4 SRI50/80 PSI
!r06 1250 3.2 240
7. 360 400 7.1 6.4 SR150180 PSI
1100 3.6 280 .41 260 290 12.6 11.6 SR150/80 PSI .
7.76 382 416 r 9.2 8.4 SR150/80 PSI'CC�acz-c ZZ -C -ox 1333 SuBol::.VA 234394233 • USA 3
^.c'e ?57; 9-g23t • Fax F57)934-3294 ` •i+ 3_s' 170:Sou:^Stacey 9N:. • P.O.Box 3e5
7
• A:oany,GA 3i,�oa
'4a'ADAS INDUSTRIES'poi�-y is one of continuous improvement.and we reserve the richr to chance soz:ificaiions.deslan c.te nces witcur mcurnne o,cz cn.

B E R KELEY PUMPS 'CURVE 4117
DATE 3-1-88
4
TYPE "B" RATING CURVES PAGE 2.02
SUPERSEDES.4m, ENGINE DRIVE Curve4117 Pa e2.02
Dated 4-1-85
C...: "ml-Aw C-1- AnNc If-t863 U.cAN. H-1863 M VARIOUS &Px c?cJAA
I-n-1: C-1- P.m. L-300i m..A.Na L-3038 ON, 1}i/2- PULL
M"'"I'm WORKING P-cssVOE 247 P$I
............... — C3
-
4 *-.::-.
.......
4
lo
600
5co
4400
300
200
0
loo ...
sz
..... ... ........ .. .......... ...
0
.......... -J­­ ..........
... .........
TDSL
0 loo 200 300 400
$m 600 700 Boo goo 1000 1100 1200
CAPACITY IN U.S.GALLONS PER MINUTE
L.0-7048 T-2554— 3""'A"C- 048 ON. 10-27-71 3-29-72 MaDEL E3,3JQBM
C...: u""'-' C-1- ftm"a 14-1939 AA-0,11- M-1939 VARIOUS A.P.M. Ck.
C.I. P.mm, M-2319 K-482i IN. 10-7/16' FULL T.Mtl-'.k
M'X'mv' Wo"I"c P-zS3UmC 266 Psi ..W- ...,
30
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2GO 300 400 5co 600700 800 . .. ...
,00iCM

Engine Performance Curve 300 Series
Engine
'/
Ratin : Model: 4039D
9 Gross Power 71 hp @ 2500
rpm P
JOHN DEERE Application: Industrial - Continuous 53 kW Q 2500 rpm,
----.... I ( 4 ..1.......
f '
..f;;;.;... ; ..;..��'....
'T- 200
- (271) E
80
.�...
- ..... Torque • (244)
-•
1761b- -
ft
(239 Nm) ..�...:.......
.
80
(60) - 149 lb-ft
' - (202 NM)....
L 60 '`' Continuous Po•.._.. - -Power• I
3 (45) ..�........:. 71 hp
L 30 ••�...�......:_..
m ( ) .
• • • ♦•__• _ •I•.........M«.•
20 - '
• I I
,..... s
• ...,. ......
. : ........ ... c
Fuel Consumption'
......:.......:........... 0.3c" —
...�..
u.
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.1-12O (3 kPa) Exhaust Back Pressure
30 ln.H.0(7.5 kPa)
Gross power guaranteed within+or-5%at SAE J1995 and ISO 3046
conditions: 77 OF(25°C)air inlet temperature Certified by:Y Curve 40390711C
29.31 in.Hg(99 kPa) barometer
104 OF(40°C)fuel inlet temperature Source Factories:
0.853 fuel specific gravity®60 OF(15.5 aq Dubuque.Saran
Conversion factors: Power. kW hp x 0.746 Date: 09-93
Fuel: 1 gal=7.1 lb. 1 L=0.85 kg .7 sdp 9 3 Sheet 1 of 2
Torque: Nm=lb-ft x 1.3S6
'Revised data..
Alt values are from currently available data and are subject to change without notice.

BIG GUNS
s 100 SERIES BIG GUNS — 24° TRAJECTORY 100 R RING NOZZLES
NOZZLE NOZZLE XOZZLE NOZZLE NOZZLE NOZILE NOZZLE
.712 .768 .812 .857 .875 .927 .965
PSI 6PM DIA GPM DIA GPM DIA GPM * DIA GPM . DIA GPM DIA GPM .DIA
50 74 220 B8 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 270 164 275 183 280
70 88 245 104 250 118* 260 135 275 152 290 177 245 19B 300
BO 94 255 1-11 265 127 275 145 285 163 300 187 305 211 315
90 99 265 117 275 134 285 154 245 173 310 201 315 224 323
100 105 270 124 280 14 2 295 162 305 182 320 212 325 236 335
150 FRIES BIG GUNS —.240 TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE XOZZLE NOZZLE NOZZLE
.86 .97 1.08 1. 18 1.26 1.34 1.41
P5.I GPM" DIA GPM DA SOPM • DIA GPM DIA FM DIA GPM DIA G?M DIA
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350
60 110 260 143 280 182 300 2?5 315 275 335 330 350 325 365
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395
90 135 290 175 310 223 330 275 350 335 370• 405 390 475 405
100 143; 300 ley 320 235 340 290 360 355 HO 425 400 500 415
200 SERIES BIG GUNS — 270 TRAJECTORY 200 R RING NOZZLES
NOZZLE NOZZLE NOZZLE HOZZLE NOZZLE NOZZLE NOZZLE
1.29 1.46 1.56 1.66 1.74 1.83 1.93
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM 'DIA cPM DIA
50 230 325 300 355 350 370 410 390 470 405 25 420 640 435
60 250 340 330 370 385 370 445 410 515 425 585 440 6005 455
70 270 355 355 385 415: 405 480 425 555 440 630 455 755 475
80 290 370 380 400 445 420 515 440 590 455 675 470 805 490
90 310 380 405 415 475 435 545 455 625 470 715 485 855 505
100 '325 390 425 425 500 445 575 465 660 480 755 500 900 520

0 ' »
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17
2" AIR RELIEF VALVE
co
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CL ALUMINUM ADP f
fu 4 CERAMIC BUTTERFLY Y VALVE -
_ � --- � � sc�-� - so PVC FLANGE
?� SWEEP.
• QO CL.•ASS PVC
PIPE
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-� 4x4 sch 80 PVC 9 '
0 dig elbow CSXS
4 — 30— 97 G. MANNING
c
CND PVC RISER

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LO
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O
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0 4 ' F•L X 4"
CL ALUMINUM ADPT
` ' CERAMIC BUTTERFLY
U � 4 " SC" -80 VALVE .
PVC FLANGE ANGC
200 CLASS PVC pjpC - .
• . S C 1-1 80 4 X 4 X q ..
PVC, TEE CSXSXS>
` 730-97
G. MANNING
`�x4x`�x36 sc� 8 -
TNT 'PVC RISER
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SPECIFICATIONS DATA
Diamond IPS pressure-rated PVC pipe (2• PROPERTIES OF PVC 12454-8 (1120)
through 12") Is made of compounds contorming Property ASTni Mininium
to material requirements of ASTM D2241 in Test
accordance wit4 ASTM 01784. The pipe sizes Specific Gravity D 792 t 40
(4" through 12") are made with an integral Tensile Strength, psi 0 636 7.000
bell which utilizes a gasket for sealing in Tensile Modulus, psi 0 638 400.000
accordance with the requirements of ASTM IZOD Impact Strength, D 256 65
F477 Integral sockets. for solvent cementing
meet the requirements set forth in ASTM h.. lb /�n.
I r111)2672
W` Diamond IPS pressure-rated PVC pipe meets all
the dimensional, chemical. and physical ASTM TEST
requirements as outlined In ASTM D224 t =3 Oro Sulfuric acid. D 5az
Each male end shall be beveled to facilitate- Days Flotation at
joining and reference marked for abzu-itrg _5 . or - 2° C
proper depth of insertion Diamond lurnrstted Change tn.Wercm o ' =
lubricant is to be used in the joining process Change in Flex Strength. 9-o 25 0 to 4 50
AST M Oil No 3. 30 D;.
Diamond IPS pressure-rated pipe Is supplied In "11111erstort aI 23° C
20-fool lengths I 0
Change to Werenl 0 o 1 to
ONE
sty gyp,
`�\d r•;
PAlrtlrttunt
C11tve nadll
of 1'll)c

INSTALLATION
< •Table d. OSSL•RMTION OF I:AIli:0Al1:NT AIATF.9IAL CLAs%n'IL'A 1'IUNs
SOIL ma vKcurrMY OF
Jiamond Agricultural PVC Pipe should be assembled and cL.xx Tcrl: H.TI:.IAL «.xxlnc.Tl ..
installed with uniform and continuous support from a firm or,Is:: MwlnM wL 4.{r rL u,:L lNrlln Rrrl9r Nr.1• ...
base in accordance with the installation procedures provided
f.4.nN.{m".4Nr,...r
in ASTM D2321,and the Installation Guide for PVC Water
C1u,11 fJ,•• CM WAi'•N.N[•wnl,wn•rLwM v,r,vlu4rw.fr,. M.re.•1
Pipe (a "pocke(-sized" edition is available from your 4r: r wP {, Mw Nw 95i•"• .. ,n,
representative or from Diamond Plastics Corporation.)
o r.�lr i..«9{.w.l•wr•wlw.i.wal.4 r..r.vrL•.r..1
' .n.l,:rmurr•..,.4s... Nr ua•,..wN.."..itl.:•.
Embedment materials are to be in accordance with soil w 9.,,Ar... wn W, •,.:4. �,. N" ,"."
classifications listed under Unified Soil Classification
System,ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and c°"n15 ° 5%N [:�""«;Nw•.w• ". w4"�.Jw" L-".•
v, u rvn.ww..w lm•4.
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the sM saq,w,.,w..:L w.•. u..Nw YN .••.-r.-.-r
reference mark. Also, apply lubricant to the contact surface M».N" ""° •- .M""
SL• L1,Pl,w,.,w.l,t.•,•wn 4•,YU YN J.+,•..A.•.+rv.r.w. l
of the gasket. I
Mr Nr i,r.i .K..nwv
CI,+N'f-N NL 1•••tuv•iW.•..t(w,w•.•+\M1r..N.».Mry,.....u. ly+au
With the pipe in straight alignment, push the spigot into S9G.4.,. m»_ n• ^ s"""
the bell up to the insertion line. If a pry bar is used to « I-•xr N•n�\•^• -�•-•I'N^•"1•'•" '—'1••••• +•. ,
4w.l,n. LnN•{u..4/Sr4n 4N-�+rv-...\.. ...e
apply force, the pipe should be protected by placing a board MII Ir xr .iln.... .r N.; . ,I...+A. 1
between the bar and the pipe.
M In.tw+,1,n JYtAnw:ry.lx,,,1, L.wll�.M...Nw Yn' Yrl..
•rn ,N•.\tl...f.
If normal force does not complete the joint,disassemble the cl,,,,, L , , t „, ,., .,. .I,,, •,...-, L 4
joint and eximine the parts to make ceaian they are free of
nl a{N:rmn rwfx:..wMl.rl"•... L.i..I.•w t.,...Nr YN Yn»
Obstructions. Visually inspect the completed joint to insure
he gaskel has not been dislodged. r+•\ —L M -
r[r
-k.iAST0 SIX?. NN/5%.— r!!Q .N•.n J,(r4••ASTN N:J:I
1."v,Lse'.nL ASTM U l{[],',rl,.il•1^.r Ili r•••.1'• Ln.. N.y'M1w
fl,n•fsn.n W i,...e rW nniui J C1N•II Nw•1 C4„111
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching area is most irilponant to the support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY' I PVC pipe. For good support, the hutinching area Should be
FOR GRANULAR MATERIALS IN PARENTHESIS" ' compacted to the densities given In the Long Term
CLASS OF EMBEDMENT 1 11 Hi IV Deflection Chart.
A"wh"aN
AIwTEAIAL OESGRIPT0.V Gawlr SxInNe .a Mi, Frc
MalOi,ll 561t-Glen S61,59lh s9iisry
Figure 2.
ON. trmvnn{t 9•I2 9.I1 630
Mnn a 9rJry K1{M
u<•,un rra.
SW Cm,vl•y„N,M9NW S9/R"Iv lr smu.:l DtmnT Ran9t 6' /
Cr°Ial IS \vnw 93-IM 9S.Im 95400 9SLIm ,•,•I.1•
r rvN•m 05•I00I ,ffi I=
, 1
Oc.WT el p9ru94 ffi93 m91 mv1 1s90 T I r..1 .•,�
•'dN.nl Im)51 Imml �I
CT,4. 9l unnum m95 m95 '•'"•
Im151 ("I
uw.l l•LYs Manf l; I...,
1•OixR 1 'r A — I---
9twnN r.w,n w.m r lwt"lar,
• n•.Y44... ,„ .N"a• fo-+yawn{, .n,t nl.w r.. ..9 M
,.nFI,M.•J q.•,eLLq"O.IlbenfWmJvr•1 14 ue4 n»•en4Jw M^• uupu.,•
•.•w•WI ld r,. �'I•J,w f aN u
,Pl,..lp.l..yur `.Nr».A<W r.•t••J.,,JwWlf 6•r4,YJ Nrn [•w+•I»ytr•t.
if

Diamond ASTM D-2241 Diamond
IPS Pressure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
. I
I
I
I
A
I
I 1. Gasket configuration locks gasket in place and
I C prevents fishtnoulhing.
i 2. Chevron seal for added pressure sealing ca-
I pacity.
I
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
A
O.D. C Yror a -•--�{
Size Gasket Race Socket Depth •^6
2 3.166 4.500 T L ..
21/2 3.719 6.000 ��_ A
G 3 4.434 6.000
4 5.603 5.000
6 8.252 6.250
8 10.420 6.500 Pipe A D D
10 12.762 7.500 Size Inscn Sucket Dismetcr
12 14.952 7.500
I- . 3 4 1/2- 3 1/8
3- 4 5 114 : 7116
4 1/'_ 5 IrI 5 IC
6- 5 6 7 13/16
.D•2241 Pipe Dimensions 8• 5 In- 6 7/8 10 1/8
10- 5 3/4 7 I/'_' 12 Ir'
Minimum Wall Thickness 1' 6 8 114 14 11110
o i r65 son-0 5 SOn.21 SOR 26 SOao2 5 SOP•
Sae C o Sen.•O 315 PSI 200 PSI i60 PSI 45 PSI 100 PS, '
1.050 .113 060
1 1.315 .133 .063
1.660 .140 -079 064 056 Short Corm
1.900 145 090 073 058 Spcciricilion for Diamond
2 " 2.375 .154 113 091 073 PVC Irrigation Pipe
2 v,•' 2.875 203 137 110 088 AST M•D224I -SDIt41 ,32.5,26,Or21 3 !.
3 3.500 .216 167 135 108
4 4.500 .237 214 173 138 . 10
5 5.563 .258 265 214 171 .06 Diamond PVC Irrigation Pipe shall be made of - =
6 6.625 .280 316 255 204 .162 compounds conforming it) ASTM 131784 with a
8 " 8.625 .322 410 332 265 .210 cell classification of 12454o. Diamond PVC
10 "10.750 .365 511 413 331 .262 Irrigation Pipe must meet all the dimensional.
12.750 406 606 490 392 .311 chemical• and physical requirements as outlined
in ASTM D2241. -Amex. ANSUASAI: S376.1.
and SCS 430-DD. and Fill be supplied it 20 foul
Imond's IPS PreSSure•Rated PVC Pipe coupler rflaying lengths.
wets the requirements of ASTM D 3139. t _ _ y/
79
'Inoulr01or avada6dity '•I -- 1.1 ., i y ... .: ,i•-'

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
/► IPS DIMENSION
4-I,nch 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
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 (actor 2.39 .82 .346
1300
1350 (F) shown below: 2.57 .88 .371
1400 2.76 .95 .397
1450 2.95 1.01 .423
soR PR F 3.16 1.08 .451
1500 .50835 1.15 21 200 PSI 1.00 3. _
1600 26 160 PSI .91 .568
1.1.30
1700 32.5 125 PSI .84 30
1800 41 100 PSI .785 1.45 32
1900 51 80 PSI .75 1. .62 ..6568
98
2000 64 63 PSI .71
767
1.97 640
Loss below bold line indicates velocities in excess of 5 feel per second.
Velocities which exceed 5 feel per second are not recommended.

r
• ' FRICTION LOSS IN ALUMINUM & PVC PIPE
P.S.I. FRICTION LOSS PER 100 FEET P.S.I. FRICTION LOSS PER 100 FEES
_ . ._ . ALUNIMM IRRIMT!pk PIPE V CWPLERS P9C IRRIGATION PIPE
• INS. I.D. 2 3 4: • 5 b 8 INS. I.O.. 2 3 4 5 • 6 8
GAL! 10 0.1 - - - - - - - - - SAL/ 10 0.1 - - - - - - - - -
XIN. 20 0.5 0.1 - - - -+ - - NIN. 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 0.8 0.2 0.1 - - - - 70 3.9 0.5 0.1 - - - - - -
80 - - 1.0 0.2 4.1 - = -• 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 O.C. 0.1 - - - - 100 - - 1.0 0.3 O.I - - --
110 - - 1.7 0.4. 0.1 0.1. - - - - 1.2 0.3 0.1 - - - - /
120 - - 2.0 0.5 0.2 0.1 - - 120 - - 1.5 0.4 0.1 - - - - 17
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 0.9 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 - - 180 - - 3.1 0.8 0.3 0.1 - -
190 - 4.8 i,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 1.8 0.6 0.3 '0.1 240 - - 5.3 1.3 0.4 0.2 - -
250 - - - - 2.0 0.7 0.3 0.1 250 - - - - • 1.4 * 0.5 0.2 - -
230 - - - - 2.1 0.7' 0.3 0.1 260 - - - - 1.5 0.5 0.2 0.1
270- - - - - .2.3 0.8- 0.3 0.1 270 - - - - 1.6 0.5 0.2 0.1
284 2.4 0.8 0.3 0.1 280 = - - - 1.7 0.6 0.2 0.1
290 - - - -. 2.6 0.9 0.4 0.1 240 - - - - 1.9 0.6 0.3 0.1
300 • - - - 2.7 0.-9 0.4 0.1 300 - - - - 2.0 0.7 0.3 0.1
310 - - - L 9 . 1.0 0.4 0.1 310 - - 2.1 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 320 - - - - 2.2 0.7 0.3 0.1
330 - - - - 3.3 1.1 0.5 0.1 MO - - - - 2.3- 6.8 0.3 0.1
340 - - - - 3.5 * 1.2 0.5 0.1 340 - - ' - - 2.5 0.8 0.3 0.1
ISO - - - - 34 1.2 0.5 0.1 350 • - - - 2.6. 0.9 0.4 0.1
364 - - - - 3.8 1.3 0.5 0.1 3b0 - - - - `T.7 0.9 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 - - - - 4.7 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
440 - - - - 1.9 0.8 0.2 4.40 - - - - 4.0 1.3 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 460' - - - - 4.3 1.5 0.6 0.1
480 - - - - - - 2.2 0.9 0.2 480 - - - - 4.7 1.6 0.6 0.2
S00 - - - - - 2.4 1.0 0.2 501 - - - - 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 plastic 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.
I r7�
WX
:•
.•;••-
�_ I I
Figure I . Example of different arrangements for thrust blocks.

rz
�,X I i
r: 1P•'
1 � .: •
Figure 2. Anchorage 61ocks for in-line valves.
Table 1 is the forces encountered at end plugs . to calculate
;orces encountered at bends, tees and ;eyes, 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 20T PSI 250 PSI
inches) -
12 295 440 590 740
2 455 680 910 1140
211 660 990 132'0 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 64,90 9740 13,00b 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-

Table 2. . Factors -for Calculating Thrust W for and Tees (( '
4 . . . ..,• r.• ;•,.:, � • -• •E1 bow •• r .
Elbows• o - u�
. 90 1.41 Tees = 0.70 L
• 600 = 4
1.00
45° - 0.76
300 _ . 0.52
0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
• Soil 1b/ft2
r ,
Mulch, peat and similar 0
Soft Clay 1000 010)
Sand 2000
Sand and Gravel 300b
Sand and 'gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) - W - Thrust (Table 1 & Table 2)
Soil Fearing strength a e 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. used 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 backfil led. 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.
Inssaflatlon If rocks, boulders.or any other material that can damage
the pipe are encountered,the trench bottom shall be under.
Minimum depth of cow. Pipe shall be installed at sufr- 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.
lions. freezing temperatures.or soil cracking.The minimum Pipelines having a diameter of ,A through 21A in that are
depth of cover for pipe susceptible to any of thyse 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
Moe diameter pew at cow trenching.
0 40 Provisions shalt be made to insure safe working condi-
'A through 21A•------•--...........»........_........»................ 1a tions where unstable soil.trench depth.or other conditions
3 thmugh 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=er_+s and the soils do not ally warn 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 d w the pipe to other facilities.The pipe shall be uniformly and
�eOe1 of°01'� continuously supported over its entire length on firm stable
'A Rough VA ��»».�..�.»��....»»...».».�.. a material.Blocking or mounding shall not be used to bring
2 through 3..............»»,..,-•..,»»,..,,..........»»».».�.....»... 2 the pipe to final grade.
4 M mugh 6 t
-•-�,---,.»-----».�.....w»»...�. 12 For pipe with bell joints,bell holes shall be excavated in
Move than s•»».»w....»...............................»........,.....». 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 6-in diameter pipe
and 12 in for a larger pipe. Joints and connections.All joints and connections shall
The minimum covet for polyethylene pipe Is 6 in but may be designed and constructed to withstand the design maxi-
be "educed to 2.,In where conditions warrant.The minimum mum working pressure for the pipeline without leakage and
ewer 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!ts capacity below design requirements.
in, if the winter flood equals or exceeds 12 in.Where the All fittings,such as couplings,
winter flood is less than 12 in,the reducers. bends, tees, and
�P of the Pipe shall be crosses, shall be installed according to the recommenda-
at least 24 in below the water surface. Skgvent-welded joints tions of the pipe manufacturer.
shall be used at all connections of PVC pipe where peat Fittings made of steel or other metals susceptible to cor-
and muck exist in their normw layered pattern. Rubber rosion shall be adequately protected by being wrapped with
gasket joints may be used following normal bedding proce. plastic tape or by being coated with a substance that has
dunes where coarse sand or cement layers exist, high corrosion-preventative qualities. If plastic tape is used,
At!ow pieces 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.
covet The top width of the fill shall then be no less than 1 o
ft and the side slopes no steeper em 6:1. If extra protec. Thrust blocks.Thrust blocks must be formed against a
lion is needed at vehicle Crossings. encasement pipe or solid hand-excavated trench wall undamaged by mechani-
other approved methods may be used, col equipmerrt.They shall be constructed of concrete, and
Trench construction. The trench at an the space between the pipe and trench wall shall be filled
the t Od the y Point below to the height a the outside diameter of the pipe or as spec-
op pipe shall be only wide enough to permit ified by the manufacturerr,
the pipe to be easily Placed and joined and to allow the •
initial backfril material to be uniformly placed under the
haunches and along the side of the pipe, The maximum T��'The pipeline shall be tested for pressure strength,
trench width shall be 36 in greater than the diameter of leakage, and proper functioning. The tests may be per-
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 white 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 shalt 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
shalt 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
properly 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. [Materials
Initial backfill. 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 shalt be soil or sand that is following materials:
free from rocks or stones larger than t in. in diameter. At
the time of placement. the moisture content of the material 1. Polyvinyl chloride(PVC) as specified in AS M-0-178a.
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 dassiftcation
displaced, excessively deformed. or damaged. Type I,Grade t ..... 12a54-8
If backfilling is done by hand or mechanical means. the -������»'����'�»'��»�»" ""'
Type1.Grade 2».».»....»...........»».».»»..»...»....»»... 1245+-•G
initial fill shall be compacted firmly around and above the Type it.Grade t - n
3-0
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 ASTM-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 classificawn
by adding enough water to diked reaches of the trench to Tips 1,Grade 2...». 5-2-2
thoroughly saturate the initial backfill without excessive �» »�»����������������»�»�»��� �'
_(PN,
type 1.Grade 3.»........».....» ......».... 3-5-5
pooling. After the backfill is saturated. the pipeline shall type 11.Grade I-........».»..».......... a..i.
remain full until attar the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the 3. Polyethylene(PE)as specified in ASi-M-0-1248.
final backfill.
Code .
Final backfill.-"he final backfill material shall be free of Material e.=ificaaon
large rocks. frozen clods, and other debris greater than 3 Grade Pt4,Class C..»».....».. ......» IG?t4• ...........................
in. in diameter. The material shall be placed and spread in Grads P23.Class C................................................. 110-P23
approximately uniform layers so that there will be no Grade P33.Class C..................»............................ ilic-P33-
unfilled spaces in the backfill and the backfill will be level Grade P34.Class C.................................................. iyC-P3s
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Roll-
ing equipment shall not be used to consolidate the final from visible cracks.holes. foreign matter. or other defers.
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.
Basis 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 mi-
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 requesttrd by the state 2S 0 2S
conservation engineer, a qualified testing laboratory must P = t' -1 P A-1
ti SCS, January1989

Irrigation Water Conveyance 430-DD-7
• Plastic irrigation pipe(PIP)shall have belled ends or sep. Table 1.—Hydrostatic design stress and designation—
arate couplers and fittings that are suitable for joining the plastic 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 Pwsdc p1pe material stream Designffdon
working pressure aquaf to or greater than that for the pipe.
e1W
Solvent cement l onts. ovent for solvent cement joints PVC Type 1.Grade 1.».»..........._......_» 2.000 PVC 1120
J Sl l PVC Type I.Grade 2»»......»....»....,.»... 2.000 PVC 1220
shall conform to ASTM Specification D-2S64 for PVC pipe PVC Type if.Grasse 1 1.000 PVC 2110
and fittings and to 0-2235 for ASS pipe and fittings. PVC Type II.Grade 1»»»»»...._,_.»•»•,. 1.250 PVC 2112
Solvent cement joints shalt be used and constructed PVC Type 11.Grade 1. 1.600 PVC 2116
according to the r+eeommendations of the pipe' ASS Type 1.Grade 2 800 AaS 1208
manufacturer: AN Type I.Grade 2 1.000 ASS 1210
A13S Type I.Grade 3....._..._..»....r....» 1.6w AaS 1316
Rubber gasket Joints. Rubber gasket joints shall conform A9S Type It.Grade 1. 1 250 AaS 2112
to ASTM Specification D4139. PE Grade P14.. 400 PE 1404
PE Grade P23....»._.. 500 PE 2305
PE Grade P23 =a PE 2306
PE Grade P33 ex PE 3306
PE Grade Pat. 630 PE 34M
PE Grade P34.»»» 800 PE 3AM
r ,
SCS, January 1989

't
POWER UNIT
GATE VALVE AIR RELIEF PRESSURE RELIEF
BLACK IRON VALVE VALVE '
18�`24'�
ti PUMP DISCN
O CHECK VALVE -fALUMINUM 35
FLANGE
"= PUMP TELESCOPING
ASSEMBLY
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___ BIG GUN-PERFORMANCE TABLES
fi'MODECSF100T;PIDOT,'PCIGOiIDTI =''• ; � , , ,_ _ ETR�C UN�TS�
f _•-NV100ET, ELSFiooT MOO ;PC100FfRT�'` 1 r<on::t-:.1. .rTk..IkoYr.i :��: �`•(]' ___ ::•� ••4. ,- •. P1007 ,HV10U
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P S I [GPM 04 CPU Ou G►M dA. GPu pIA. .9' 10` F-• ;yR ml, If emi 5 r-__•,•n_.
GPM 014, GPu Oa4. GPM pl4 OPY OIA. GAM pIA. GPIA GIA, xr �: K rm2, IJS M]rN u u5 ulrll Y uS Y]re7 Y US Y3n1 a IJg u3,,
r0 17 191' St 7a7' 6{ 71]' it 227' $1 ,2,. d 1 1 s Y3R, R1 i u7R1 Y VS M1r11 RI VS MS.f1 M Irs 113'll +
230 l03 },o llr :so u4 7sf''A SO 10!' {t 7k3' 74 27s' it
733' rap }a3' t17 256, 130 Its, ISO 7r3' is$ 160' 204 200• ;�l�Y;� ]0 ].O01oa Sib ]T31]J 67a t.1715.{66.ISa9 q]1{6.i 5a,~I e.717/.171 1i171,S 7T,! i.N]1.3 79.3 9473.111• Ilf Uee!
60 SS 71}' if 771' el NO' % 750' np 760' 17f }70' M] 700' 1/e }e6' fal 29s ,0 ],4o 17-Till a.231S.3{t,930017.011.a 34421,1'n9e
rp 60 71!' IS 7]I' ea 1W 103 IIa 31P -�'',I.'.� ii 7,{Tl 1.1321ftl. aia71.2 a3f l0OS]a7 i6a II,7 a0 ae1a Ile Jf19•r
2f]' 17p 7l1' I]f 78]' 115 29S' 177 30}' 19T ]Ili lt] 37a' I SO 1.1913.60901.7]Il.pT7.13.5970.176.t f.567]-f 6p.}7.6127.5Nr fi 11.}af.l 9fula
60 to 7ls' 11 7ta' !/ I60' 110 ]t7• 17a te5' 1,1 795' INS ]OS' leg ]11' 710 ]75' 25e 351• r a 00 a 01.2640.5111 S,2.S as I at 7 IS!5S6 I.'.
90 M ]ai' laq 710' IH 1i]' 135 3i1' 7!} 300' Ii3 }IS' 701 ]71' 22] 235' 214 347' �,., i f,0 1,1713,07]A S.0 11.77T.]i.ly 7},160.7 1,1121f i101]S 30.t 6a7 95131391. 10./ ley 9a,117.1Su! 17.113.7 t95101 1fa6a5 IUY
1L'p 77 }33' 91 76a' I06 1e0' 173 79)' M] ]6]' t63 ]IY 195 175' 717 ]]e' 73S ]a1' Tea 11}' 'A.• ' ►,p 1,3316.]17,e 7.5719./!1.{ffI}]1a10 7,TS 71,9 e1.79.02]7593 10.] ]1.0%,1 I11 t1.199.01]-3 ,101077/4.a S]S IOS Ia 7a1} 1n
110 7f 2e3' 97 71e' 111 790' 129 ]0]' 170 ]IS' 111 ]}/• la! 3l3' 7I2 ]4/' N7
tw•0 315' 30r
310'
r a !/ al1 a.0 .19 .f S e/ILO eS.l I a►,Ir - ■`�] kT +Zs, 1. 73,5 O.7 a 7779.I 9),I 9 t1]a■
sa ]'?1'' c -'r,"' •'-"►• �•+�'•� -_ 9171091]1.4 a9.]17.5 a4.1 10] 1f 2751.}ta56 4.1 11.I Ipl f15 I07 nL
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Rnq 161- Pnq a1T R•nq Isr- R.nq 995 R.n 921 R.n i OIAIJE TEA t9 Omm 19 Smm 706mm 71 amm d%5 '•'; r - •`�'�-
-1 PSI GPu CIA 'PM p1A GPu p14 GAY GJr 9 4 96!' ,,PRESSURE 777mm 216mm 7tsmm •►TYAICALpISTRt@tJTiOf1'C'
_ GPM OIA GPM pfA GPM p1A J ], ..':R.',;.
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1' SD la 220' 8fi 225' IDO 230' 115 210' 129 25D' I50 255' lfiT 2fi0' �;R'� •:r'j 14OLL16
60 BI 2]5' 9fi 210' 110 2a5' 125 2fi0' III 2T0' 161 275' Ifi3 280' ]S 4e6 rf 7 u.0 S se 300 190 6.]i 17a Top l7/ I6 1 T]0 a-la 797 li0 "•:0-8 •r•'
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70 08 245' 11, 250' fla 260' 135 275' t52 291' 177 295' 198 300- to /.ia r►.910,6 sib 71,r /l.i 61a ns 736 r.74 219 7r7 9if]12 eal I �•"0:1=�'••�; ",.-�zl•+-•y,":
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^^f� 90 99 2fi5' 117 275' 171 Us, 154 295' 173 310' 24t 315' 224 325' 730 -�:"' " •'F1w' q� •.
60 6 10 21-4 79l 2a.}i7.r >00 ai 7 4 t9]a l ae.T t0;]a 1913 111 la i 9a 1 oil 49 i 97 1 -..' '+0 4--"'_���t•[[(('i.%•',ir A
r. 100 IDS 270' t?1 2EI6' u2 295' t42 305' IB2 320' 2.2 ]25' 276 335' -� 7.p as9 737 e10 1fa isi es9 qaa 373 900 107 Sig 910 u s n-7 9e0 u,.a+Sao 1S0 s]a +97 = j' ,
l�•", Ito I f0 275' 130 290' 119 3D5 170 315' 191 925' 222 135' 21a 5a5' {'' a 0 7 w 25.3 is 9 a a]]p 3 e9 Ito 324 9r 3 q].a 1 ' k •' edius,Fecl'
s .
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.rRE55uHE 7/4mm bSmIP S30mm :�: :`� •'7 f;.:•+ ••.GPM GIA. GPY b1A GPY p1A GPY p1A. :'$ US' sA3111• M• US Man y TAPER BORE Np22LE I•'•'
i-.• Rarcm3• 1 Y us R,3rn u US u3.n Y us Mint u rls M3'ry M us Y]IN M g'- TYPICAL DISTAILIU(IQll Cur
SG 100 250" 130 710' 1a5 290' 705 ]10' 255 3]0' 300 3": 350 360' 35 0.39 230 is a74 79a 120 Ia5 319 a10 13.0 162 530 159 51.1 101 Ira fe3 105 7I)e01 170 ...1. -•• 9••T6per 6brr.Na211e 5,
a0 I10 26S' 14] 7e5' tat 305' 225 325' 27i ]IS' 310 ]a5' 705 3S0' i:l r.y[7
rp 170 2e0' I13 300' 19T 320' 2A, ]40' 295 760' 355 300' 415 395' J•., 40 6e]7a6 196 ee6]L9 15t 1L},pa 91f 13A 50.1 97.f 169 Fio,01 IT.]l3a tag 776 aS.l IM �InfFir. = t� r \••
90 125 290' 165 3t0' ?10 335 260 355' 315 375' 360 395' 4/5 I1p' _ 5.0 763 I7.3 e5./ 94i 711 91f 129 a1,7 294 156 560 1a) tso 642 111 2].1 Ali Ill 2f6 loss 121 1A4Y0.8 �• w.-•r{%•' �` �"�••
i0 135 300' t75 320' 223 J4S' 275 365' 335 190' 105 IIG' 4JS 125' ao il6]a,/ 111 1091 191%1 +]i 493 Ipl 1/.0 fl.] t10 IOi H.1 n7 21.1 a9i q3 791 lay 17a i^}JD.1 1\•:1. :��••ti P H ;.
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11] Ill ,710 ISO ]70' 195 310' 247 365' 305 305' 370 I10' 115 430' S25 a50' _ e0 966]tb 9a,3 R.5 15.1 IOS IS.1 37.1 n2 19.7 l09 lie 7t0 e67 17i -_•.,
2
t20 tST 3]0' 204 ]s0' 2S6 ]TS' }:'_ :!7 ra1 u7 J]r 171 w }.,5�0 2•" � i
320 395' 765 120' 465 440' SIS 16D' 90 10.3 359 104 loll,r9 n0 164 606 It -, .I Ap41re,•wa1 .9y; ■ . ••y^,Y,Y,: .r f'-!•T�arlmM•r7111wr7Ti'a �9: 209 75.1 oil 1s4 alS 13% :aA }10 337 13I III u] F :•"V SO]'aa�
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R.nO Rlnq R.nt a.nq Rm9 R'n R,n ;�014MET R }16mm lai' L1e t7d t]t 1n ','yt[F,,:`, :'•'` r
P$I GPM VIA GPM CIA GPM VIA I Is- 1]• 1 114 �— 74 6mm 7i amm 3p omm �r 0'nm 3,amm is e,,.In •_-:��RING NOZZLE!•.: r'�
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p14 :"V PRESSURE "— �TYPICALOfSTg19l1T1DN`WfI
rv�cT Rp•Crn]' US- R13n1' M• US RI]r1f Y u5 Mlut Y US Yl,a M Its ulrn u .rs M]'n M US ML11 u -!=-:J,L08"flin
SO 100 743' 130 765' 165 lei' 205 300 _ 25S ]70' 700 ]15' 350 3S0' L•:r- ]! f 41 231 is0 LJ} ]00 010 105 311 A?0 1J0 161 91 a 159 Sr 7 960 119 661 aa7 Ill 100 lop/ rL'S - 4 NCI I'r'"�P>!I:
60 1f0 260 113 2a0' 182 300' 225 315' 275 335' 330 350, 385 365' L .,. r "���!, -y"�h•
70 t20 270' 1}} 290' 197 310' 71S 330' 295 ]SO' 355 3a5' US ]S0' '0 H5?17 tea ae9]70 e10 is)aa5 900 lit 500 930 Ito al 1 10, etnJllr: .1;y„•..y�.x C_L
:)1 771 Illd 71/as 110 .i::•yp,ti ^:'.,.11 a' .M . 'Via;;
00 17a 2a0' 10S 300' 710 320' 2a0 340' ]13 360' 300 3a0 NS 395' S:: 50 76a 776 074 99a]!f 0ef 176 e53 9St ISS 360 101 199 6e4 Tar 11
>,.,• :1{ell 111 765 95e _1;=�.�:• ._ }•+:..;:
90 175 240 SlS ]10' 223 330' 275 350' .. e0 {]9 30)061 to 322133 135 •9, IM 110613 106 70a 149 a} �!•jD,
1p0 143 300' 105 320' 231 340' 3,15 ]TO' 105 ]40' 4T5 105' �.« 7,e n 1 1+i M I Ia1 t171•+•`• -.• tA..1.•
290 360' 3S1 380' 425 a0p• SDI) Ifs' '=•�:� !0 90612e a15 na 47a 9a0 u9 so 10/ ,7R{67 n0 loll ia9 n1 :mil D'2 .:: r„_•,X-4•�f.;7;1.1:.
110 150 ]10' 195 730' 747 350' 305 370- t'.•5 DO 969 319 YSa 17e aS] WI 13957,7 101 Ip1 T0a +la a7901 1I7 ha 11] 127 ,• 1,•t •t
370 ]90' 41i 410' 525 425' 2a0 f15 1}p ".�_Ii4.D,� _
120 1ST 315 204 335' 254 360' 320 350, 305 4G0' 455 420' 545 435. '7 iSr 90 103 7f0 97 I33+e0 IP] 1{a e09 11] 709 1ST 179 7SS 917 1T} ;IL IO] 17i 31; 171 t]1 A.
ar , :r``I,-- - r^Y' Er,••r q Ee :01 109 130 )$6 loll a t.4 a,, SD::I- too.. ;Yt5D
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e0 790 315 330 ]95 3e0 410' a45 1]0' SIS 150 S90 41U' aM aa} +rI aas SIs 950 S35' -� ' 50 1:367)In,99115nt 12/e1 r 17t 1e I91nI,P mf,n ur ]A0 nn a all ul„t�,4n,/j 141 ,�. �� YI•.. YI] lIII ,19n�1\n 410 a1is 47!' 4/S aJ5- RIa rtit , • ,x•- •., .,,. I .... ' , '

Lewis Smith Farm
l�u tin 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
Svstem Oaeration
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 stoD markers shall be Dlaced in the field. The hydrants do not signify
a stop Dull mark. Hydrants have been Dlaced to insure waste does not get snraved on the
trav_eler., 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.
Piae 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
I of 9

f
Lewis Smith Farm
DUPUn County DWQ ID No.31-324
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.
r ,
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 Operation 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

f
Lewis Smith Farm WQ ID No.31
D -324
Iquplin County November 15 1999
sampled annually within 60 days of land application. It is suggested that the lagoon be sampled
quarterly. p
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.
i
This will allow the operator to ensure that there s 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 rom 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
buplin County DWQ ID No.31-324
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 Faun 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 3S/ 77 58 .,-
Please attach a copy of a cowity 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 of S)Vine No-of Anintals 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(U)
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 hifortnation 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
L Technical Specialist Certificadon
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to I SA 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,n,the technical specialist should only certify parts for which they are technically competent.
H. Certification of Design
A) Collection, Storage, Treatment System
Existing facility without retrofit(SD or WUP)
Storage volume is adequate for operation capacity;storage capability consistent with waste utilization
requirements.
New.exnanded 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:( ) 127 Cardinal Dri a Extension Wilmin=NC 28405-3845 a Phone No.: , �OQ19i -3900
Signature: ` Date:. . see*** '
•`
• • pF O,y y'9 .
C) Runoff Controls from Exterior Lots
Check the appropriate box = SEAL
022536
Facility without exterior lots(SD or WUP or RC) " � •:cIN��Q�'•0�.,
This facility does not contain any exterior lots.
t qN J. G A
Facility with exterior lots(RC) '""'"
Methods to minimize 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

f
Lewis Smith Farm
' Duplin County DWQ ID No.31-324
November 15,1999
D) Application and Handling Equipment
Check the appropriate box
Existin or exRanding facility with existing waste application equipment(WUP or 1)
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, anded.or existing facility without existing waste application equipment for spray iiri ation (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
contained as part of the plan).
r.•FESS��•• '� New: expanded. or existing facility without existing waste application equipment for land spreadm' not
QUO V6, ussDray nigatron.(WUP or 1)
SEAL ;4nimal waste application equipment specified in the plan has been selected to apply waste as necessaryto
022536 Jaccwnmodate the waste management plan;g p (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
%1°••'•:cNGINE�;�•p cations has been established;required buffers can be maintained;calibration and adjustment 'dance are
�•,��/ ���3ntained as part of the plan). J
qN J. G��.
Name of Technical Specialist(Please print): Brian J.Gannon P.E.
Affiliation: North Carolina Department of Environment&Natural Resources-Division of Soil&Water Conservation
1 D
Address: cy)--}?�-Bar rive Extensio Wilmin on NC 28405-3845 hone No.: [phone]
Signature. Date:
E) Odor Control,Insect Control,Mortality Management and Emergency Action Plan(SD,SI,VVUP,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 ) certify rtify 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 Smith Farm DWQ ID No.31-324
Duplin County November 15,1999
In Certification Of Installation
A) Collection Stora«e Treatment installation
New.expanded or retrofitted facility(SD
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 eyhoing facilities fvitliout retrofits,no cert�efication is necessary.
Name of Technical Specialist: (Please print)
Affiliation:
Address:(Agellev) Phone No.:
Signature: Date:
B) Land Anillication Site(WTJP)
Check the uppropriute hox
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
a1-,tcan 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.
Name of Technical Specialist:(Please print)
Affiliation:
Address:(Agency) Phone No.:
Signature: Date:
This following n:�tiire block i.
checked.. signature only to he used when the box for conditional approval in I LB above has been
I(we)certify that 1 due)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 I ithin 15 calendar days followingthe date p
specified in the conditional certification. I (we)
realize that failure to submit tills Ve"itication is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEAH.
Name of Land Owner:
Signature: Date:
Name of Manager(Ifdiflerent Crom 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 with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified In the plall.
Forfiwilitics without exterior lots no certification is necessary
Name of Technical Specialist(please print):
Affiliation:
Address:(Agency):
Signature: Date:
D) Application and Handin,r Equipment 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.
_Animal 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 agrees with the requirements of the plan; required buffers can be maintained; calibration and
adiustinent 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 contained in the plan;and calibration and adjustment guidance have been provided to
the owmers and are contained as part of the plan.
Name of Technical Specialist print):
Please
Affiliation:):
�
Address:(Acenev):
Signature: Date:
The following signature block is only to he used when the box for conditional approval in M.D above has been
checked.
I(we)certify that I (Wye) have committed 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 within 15 calendar days following the date specified in the conditional certification. I (we)realize
that failure to submit this 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(If ditlbrent fi-on1 owner):
Signature: Date:
E) Odor Control,insect Control and Mortality Management SD SI WUP RC or
Methods to control odors and insects as specified in the 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(Please print):
Affiliation:
Address:(Agenev):
Signature: Date:
(5)
8 of 9

r
• . Lewis Smith Farm
Dup[in County DWQ ID No.31-324
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
Water Quality Section Compliance Group
P.O. Boa 29535
Raleigh, North Carolina 27626-05035
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil & Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
9 of 9

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Operator. ____________________________________Lewis G Smi-h
County. ===-_________________________________>Asbuilt
Date. -===_________________________________==>02/18/99
t to nearest residence (other than owner) : ft .
�s (farrow tc finish) . ____________________>
sows (farrow tc feeder) . ____________________>
head (finishing only) . ______________________> 2480
sows (farrow tc wean) . ______________________>
head (wean to feeder) :
Ave. Live Weigh- for other operations (lbs. ) =>
Storage volume 'or sludge accum. (cu. ft . ) : =>
Treatment Volur:e (min. 1 cu. ft . /lb. ) ____-__> 1 . 0
25 Year - 24 He 1r 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
Siue slopes (inside lagoon) . ________________> 1 . 5 _
Inside top lena-h (ft . ) . ____________________> 305 . 0
Irside top width (ft . ) ._____________________> 163 . 0
Tco of dike elevation (ft . ) .________________> 43 . 0
Botom of lagoon elevation (ft. ) . ____-______> 31 . 0
Seasonal high water table (SHWT) elev. (ft . ) : _>
To;.al required -jolume :_____________> 449379 cu. f t .
Ac;.ual design volume . ______________> 451660 cu. ft .
Stoc_ pumping el . (> or = to 0 . 0 ft . SHWT) > 40 . 0 ft .
(> or = to 37 . 0 ft .Min. )
Reauired minimu-n treatment volume : 334800 cu. ft .
Volume at stop pumping elevation: 357768 cu. ft .
Start pumping e_ev. . ________________________, 41 . 3 ft .
V -ume at start pumping elevation: 418175 cu. ft .
::al volume less 25yr-24hr rain: 420588 cu . ft .
IL:E: Verify that temp. storage is adequate :
Req. volume to be pumped:====> 83507 cu. ft .
Actual vo-- ume to be pumped: ==> 60407 cu . ft .

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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid S r6s)
Flush Gutters Accumulation of solids ( lush 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 n�Omf
o an 6-8 inches over more than
300 surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Food 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 Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
r' AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
4��L
(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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) —139'v0
EMERGENCY MANAGEMNET SERVICES (EMS) 4 a
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 0 6
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) jf6 -a a
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that 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 flows 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.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: 711)l
b. Contractors Address: — g— c Z
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

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

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

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

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

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
. The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
. Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
. Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
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:

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

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production () Vegetative or wooded buffers;
() Recomme d best management
rood
ces judgment and common sense
Animal body surfaces Dirty manure-covered animals () D ors
01-11
Floor surfaces Wet manure-covered floors ()Slo 0o s;
( rs located over slotted floors;
( eeders igh end of solid floors;
()Sc a manure buildup from floors;
( nderf or ventilation for drying
Manure collection pits Urine ( requ�ea�.or
ure removal by flush,pit
rech scrape
Parital micorbial decomposition () nderfloo entilation
Ventilation exhaust fans Volatile gases; 1 ) n ntenance;
Dust () icient it movement
Indoor surfaces Dust (>4Vashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
,Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks i anti-siphon vents
Flush alleys Agitation during wastewater ( nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( ) Extend discharge point of pipes
under th lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing () Correct lagoon startup procedures
Agitation () Minimum surface area-to-volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Prove ological additives
Irrigation sprinkler nozzles High pressure agitation ( rrigate on dry days with little or no wind
Wind draft (1�Pummplintake
m recommended operation pressure
( near lagoon liquid surface
I 1 Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition {}Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying {) Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying {) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ()Soil infection of slurry/sludges
or sludge on field surfaces (}Soil incorporation within 48 hours
(}Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition {1 Proper disposition of carcasses
Dead animal disposal Carcass decomposition (1 Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Second stack burners
Standing water around Improper drainage (Krade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads () arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
. --5
(Landbwner Signature)
AMOC--November 11, 1996

ANIMAL WASTE MANAGE. ZNT PLAN CERTIFICATION I .t EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
me of farm (Please pit, 0 i � FN
Mailing Address: 33Le John (iCAA.)S f-rAcI _) Rf N 3 5
PhoneNo.: 919-(p5g- 5399
County (of farm): Ali rJ
Farm location: Latitude and Longitude: � s-o �! 3 a2o ss, Sg r (required). so, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : S
,p
Design capacity (number of animals) : c' O p p b re ea e 2 -1-o Fi N i L
Average size of operation (12 month population avg.): Quo
Average acreage needed for land application of waste (acres) : 7,5
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
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 and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
accrss or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When c conditions/exceptions.
Name of Technical S BILLY W. HOUSTON
Affiliation (Agency):_ DUPLIN-S & W CONSER. DIST.
n PO BOX 277 KENANSVILLE NC
Address (Agency):_ _Phone No.:�It7 -296 -.7.11a
Signature: 6 'W. Date:_ 01/ ocF / 94
r - /
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the 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) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of L d Qwnef, �1,ease Print): 1,3%c,
Signature;L _ 7 5�,. r16JL - Dater
Name of Manager, di rent from owner (Please print):
Signature: Date:
A change in land ownership requires notification or a new certification(if the approved plan is changed)within 60 days of a title transfer.
DEM USE ONLY: ACE#

CONDITIO ~ AND/OR EXCEPTIONS TO CEF' "FICATION
All statements checked apply to this,certi ficati
The installed irrigation system has not been evaluated concerning nozzle size, spray pattern, spacing, pump size, pipe size,
etc. It is the responsibility of the producer to operate the system with the proper components and to supply the required
maintenance to assure that no runoff occurs. The producer is encouraged to have an irrigation specialist, possibly the dealer
where the system was purchased, prepare an operation and maintenance plan for the irrigation system so that the producer
knows how to operate the equipment to meet the non-discharge requirements.
The waste management plan for this operation is based upon yields higher than what is now recommended by NRCS;
however, these yields are obtainable under high levels of management. This increase in projected yields is necessary since
the NRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
followed NRCS guidelines when building this operation. ''•
Because of limited acres for land application, and because the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation inefficiency, it may be necessary for the producer to operate half sprinklers, on
solid set systems, along field edges and ditches. Also for traveling irrigation systems, a pull directly adjacent to the ditch with
only a 180 degree pumping radius may be needed to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
CERTIFICATION FOR EXISTING FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
RE• 7. MENTS/PURPOSE
In oI . obe deemed permitted by the Division of Environmental Management(DEM), the owner of any existing animal waste
management system constructed and operational before January 1, 1994 which is designed to serve greater than or equal to the animal
populations listed below is required to submit a•signed certification form to DEM before January 1, 1998. Pasture operations are exempt
from the requirement to be certified.
100 head of cattle
75 horses
250 swine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot(and manager if different from the owner)and by any technical specialist
designated by the Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. The technical specialist must verify
that all applicable operation and maintenance standards and specifications can be met. Existing systems are not required to meet design
and construction standards and specifications.
Although the actual number of animals on the facility may vary from time to time, the design capacity of the waste handling system should
be used to determine if a farm is subject to the certification requirement. For example, if the waste system for a feedlot is designed to
handle 300 hogs but the average population will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management systems adopted by the Environmental Management
Commission(EMC)on December 10, 1992(Title 15A NCAC 2H .0217).
CERTIFICATION FORM
On the reverse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistance in
completing the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
USD it Conservation Service, or the N.C.. Cooperative Extension Service. The Completed form should be sent to:
Department of Environment,Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
1'.0. Box 29535
Raleigh, NC 27626-0535