310833_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0833 Certificate Of Coverage Number: AWS310833
2. Facility Name: Mike Hill Farm
3. Landowner's Name(same as on the Waste Management Plan): Gordon R Ivey
4. Landowner's Mailing Address: 370 Ivev Rd
City: Mount Olive State: NC Zip: 28365-5304
Telephone Number: 919-6584860 Ext. E-mail:
5. Facility's Physical Address: 6 g f #"zAy M.// Ad.
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): Gordon R.Ivev Phone No.: 919-6584860 OIC#: 17228
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,520
Operation Types:
Swine Cattle Dry Poultry Other Tvpes
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 4;a;250.0 19.00
d zo� 7
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package.will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or..certification in any;.application may be subject to civil penalties up'to.$25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000'or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: &Ot d0w , _YG./ Title: wive/'
If
Signature: tti✓ Date: 3'/P12
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDE.Q-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
F1 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.
aA 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.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which,in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be=done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of F rm Owner/Manager Date
Signature of TeTFnical Specialist Date

/�-Sz: COPY
Nutrient Management Plan For Animal Waste Utilization
06-01-2015
This plan has been prepared for: This plan has been developed by:
Rouse Ivey(Hill Farm) 31-833 Ronnie G. Kennedy Jr.
Gordon Rouse Ivey Agriment Services, Inc.
370 Ivey Road PO Box 1096
Mount Olive, NC 28365 Beulaville, NC 28518
[phone] 2S _
/eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
o:04•� &tr+►4
Signature(owner) 0 Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water ion Commission.
Plan Approved By:
echnical Specialist Signature 4ate/
- ----------------------------
181240 Database Version 4.1 Date Printed: 06-01-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 5882
Incorporated 7058
Injected 7058
Irrigated 5882
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,882 14620 78,738 8,110,975 4,847,935
525 Year 2 5,882 1 6 -9,374 8,463,636 -53,2001,596
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.
181240 Database Version 4.1 Date Printed: 06-01-2015 Source Page 1 of 1

Narrative
6/1/2015
This plan is updated to show the addition of pulls 19&20 and the wettable acre updates to pulls 15, 16,
& 18.
8/14/2013
The PAN rate for Hybrid Bermudagrass Pasture is based off of historical waste plans completed by Kraig
Westerbeek of Murphy Brown,LLC(4-27-2005)
This waste plan has a Corn/Wheat/Soybean rotation on part of the farm. Due to large deficit noted in this
plan it is permissible for Mr. Ivey to put in Millett Pasture/Ryegrass Pasture or Sorghum,Grain/Ryegrass
Pasture over all his cropland.
Waste Plan Deficit with:
Corn/Wheat/Soybean Yearl =-4,646.48,Year 2=-4,975.44
Millett Pasture/Ryegrass Pasture Year 1 =-6,229.03,Year 2=-1,325.05
Sorghum,Grain/Ryegrass Pasture Year 1 =-3,218.67,Year 2=-1,325.05
Agronomic Rates/Windows:
Millet Pasture(202 LBS)4/1 -9/15
Ryegrass Pasture(44 LBS)8/15 -5/15
Sorghum,Grain(78 LBS)3/15 - 8/31
1 r' 111
le-yel G'ir,. ;K a4r So�hearts /01//45 -(�` olbs feslYva 3/31
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
181240 Database Version 4.1 Date Printed: 06-01-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Awes Index(LI) Soil Series Crop Sequence RYE
3650 Pull 1 5.30 5.30 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3650 Pull 10 5.44 5.44 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 11 4.25 4.25 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 2 4.52 4.52 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3650 Pull 3 3.40 3.40 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3650 Pull 4 2.56 2.56 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 5A 1.32 1.32 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 5B 2.16 2.16 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 6 4.54 4.54 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 7 3.73 3.73 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 8 3.38 3.38 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3650 Pull 9 3.35 3.35 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3669 Pull 15 3.87 3.87 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3669 Pull 16 3.15 3.15 N/A Autryville Com,Grain 85 bu.
181240 Database Version 4.1 Date Printed 6/1/2015
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching a hang
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3669 Pull 17A 1.61 1.61 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3669 Pull 17B 1.61 1.61 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3669 Pull 18 2.66 2.66 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3669 Pull 19 1.66 1.66 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3669 Pull 20 2.06 2.06 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3670 Pull 12 4.02 4.02 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3670 Pull 13 3.74 3.74 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3670 Pull 14 3.74 3.74 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
PLAN TOTALS: 72.07 72.07
:L,l ;._;Potentraleachin . :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).
181240 Database Version 4.1 Date Printed 6/1/2015
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 Manurr-A Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Qbs/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
3650 Pull 1 S7 Autryville 5.30 5.30 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 246.99 0.00
3650 Pull 1 S7 Autryville 5.30 5.30 Wheat,Grain 45 bu. 9/14/30 104 0 0 1 Irrig. 52 28.85 0.00 152.90 0.00
3650 Pull 10 S7 Autryville 5.44 5.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 150.90 0.00
3650 Pull 10 S7 Autryville 5.44 5.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 brig. 235 130.37 0.00 709.23 0.00
3650 Pull I 1 S7 Autryville 4.25 4.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 117.89 0.00
3650 Pull 11 S7 Autryville 4.25 4.25 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 554.09 0.00
3650 Pull 2 S7 Autryville 4.52 4.52 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 210.64 0.00
3650 Pull 2 S7 Autryville 4.52 4.52 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 130.40 0.00
3650 Pull 3 S7 Auuyville 3.40 3.40 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 158.45 0.00
3650 Pull 3 S7 Autryville 3.40 3.40 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 98.09 0.00
3650 Pull 4 S7 Autryville 2.56 2.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 71.01 0.00
3650 Pull 4 S7 Autryville 2.56 2.56 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 333.76 0.00
3650 Pull 5A S7 Autryville 1.32 1.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 36.62 0.00
3650 Pull 5A S7 Autryville 1.32 1.32 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 172.09 0.00
3650 Pull 5B S7 Autryville 2.16 2.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 59.92 0.00
3650 Pull 5B S7 Autryville 2.16 2.16 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 brig. 235 130.37 0.00 281.61 0.00 3650 Pull 5B ]7 A
181240 Database Version 4.1 Date Printed: 6/1/2015 WUT Page Io 6

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManumA Manure Manure Manure
Nutrient Nutrient Nutrient ppved Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/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
3650 Pull 6 S7 Autryville 4.54 4.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 125.94 0.00
3650 Pull 6 S7 Autryville 4.54 4.54 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 591.89 0.00
3650 Pull 7 S7 Autryville 3.73 3.73 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 hrig. 50 27.74 0.001 103.47 0.00
3650 Pull 7 S7 Autryville 3.73 3.73 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 486.29 0.00
3650 Pull 8 S7 Autryville 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 93.76 0.00
3650 Pull 8 S7 Autryville 3.381 3.38 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 440.66 0.00
3650 Pull 9 S7 Autryville 3.35 3.35 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 92.93 0.00
3650 Pull 9 S7 Autryville 3.35 3.35 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 436.75 0.00
3669 Pull 15 S7 Autryville 3.87 3.87 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 180.35 0.00
3669 Pull 15 S7 Autryville 3.87 3.87 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 111.64 0.00
3669 Pull 16 S7 Autryville 3.15 3.15 Com,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 146.80 0.00
3669 Pull 16 S7 Autryville 3.15 3.15 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 90.87 0.00
3669 Pull 17A S7 Autryville 1.61 1.61 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 75.03 0.00
3669 Pull 17A S7 Autryville 1.61 1.61 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 46.45 0.00
3669 Pull 17B S7 Autryville 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 44.66 0.00
3669 Pull 17B S7 Autryville 1.61 1.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 209.90 0.00
3669 Pull 18 S7 Autryville 2.66 2.66 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 123.96 0.00
3669 Pull 18 S7 Autryville 2.66 2.66 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 76.74 0.00
3669 Pull 19 S7 Autryville 1.66 1.66 Com,Grain 85 bu. 2/15-6130 104 0 20 Inig. 84 46.60 0.00 77.36 0.00
3669 Pull 19 S7 Autryville 1.66 1.66 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 47.89 0.00
3669 Pull 20 S7 Autryville 2.06 2.06 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 96.00 0.00
3669 1 Pull 20 1 S7 lAutryville 2.06 2.06 Wheat,Grain 45 bu. 1 9/14/30 104 0 0 hrig. 52 28.85 0.00 59.43 0.00
181240 Database Version 4.1 Date Printed: 6/1/2015 WUT Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source 7 oul Use. Applie. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3670 Pull 12 S7 Autryville 4.02 4.02 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 187.34 0.00
3670 Pull 12 57 Autryville •1.02 4.02 Wheat,Grain 45 bu. 9/14/30 104 U II Irrig. 52 28.85 0.00 115.97 0.00
3670 Pull 13 S7 Autryville 3.74 3.74 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 174.291 0.00
3670 Pull 13 S7 Autryville 3.74 3.74 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 107.89 0.00
3670 Pull 14 S7 Autryville 3.74 3.74 Corn,Grain 85 bu. 2115-6/30 104 0 20 Irrig. 84 46.60 0.00 174.29 0.00
3670 Pull 14 S7 Autryville 3.74 3.74 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 29.85 0.00 107.89 0.00
Total Applied, 1000 gallons 8,110.98
'fetal Produced, 1000 gallons 3,263.04
Balance,1000 gallons -4,847.94
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.
181240 Database Version 4.1 Date Printed:6/l/2015 WUT Page 3 of 6
C 4L lk-

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManwrA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres I Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3650 Pull I S? Autryville 5.30 5.30 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 152.90 0.00
3650 Pull I S7 Autryville 5.30 5.30 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 294.03 0.00
3650 Pull 10 S7 Autryville 5.44 5.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 150.90 0.00
3650 Pull 10 S7 Autryville 5.44 5.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 709.23 0.00
3650 Pull 11 S7 Autryville 4.25 4.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 117.89 0.00
3650 Pull I 1 S7 Autryville 4.25 4.25 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 brig. 235 130.37 0.00 554.091 0.00
3650 Pull 2 S7 Autryville 4.52 4.52 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 130.40 0.00
3650 Pull 2 S7 Autryville 4.52 4.52 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.481 0.00 250.76 0.00
3650 Pull 3 S7 Autryville 3.40 3.40 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 98.09 0.00
3650 Pull 3 S7 Autryville 3.40 3.40 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 188.63 0.00
3650 Pull 4 S7 Autryville 2.56 2.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 71.01 0.00
3650 Pull 4 S7 Autryville 2.56 2.56 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 333.76 0.00
3650 Pull 5A S7 Autryville 1.32 1.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 36.62 0.00
3650 Pull 5A S7 Autryville 1.32 1.32 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 172.09 0.00
3650 Pull 5B S7 Autryville 2.16 2.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 hrig. 50 27.74 0.00 59.92 0.00
3650 Pull 5B S7 Autryville 2.16 2.16 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 281.61 0.00
3650 Pull 6 S7 Autryville 4.54 4.54 Small Grain Overseed 1.0 Tons 10/1-3/31M*2350
0 Irrig. 50 27.74 0.00 125.94 0.00
3650 Pull 6 S7 Autryville 4.54 4.54 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 0 brig. 235 130.37 0.00 591.89 0.00
3650 Pull 7 S7 Autryville 3.73 3.73 Small Grain Overseed 1.0 Tons 10/1-3/310 brig. 50 27.74 0.00 103.47 0.00
3650 Pull 7 S7 Autryville 3.73 3.73 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 0 Irrig. 235 130.37 0.0 486.29 0.00
3650 Pull 8 S7 Autryville +33.381Hybrid
38 Small Grain Overseed 1.0 Tons 10/1-3/310 Irrig. 50 27.74 0.00 93.76 0.00
3650 Pull 8 S7 Autryville Bermudagrass Pasture 5.5 Tons 3/1-9/30 0 brig. 235 130.37 0.00 440.66 0.00
181 CJO Database Version 4.1 Date Printed:6/1/2015 WUT Page 4 of 6

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (Ibs/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. AppHc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3650 Pull 9 S7 Autryville 3.35 3.35 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 92.93 0.00
3650 Pull 9 S7 Autryville 3.35 3.35 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 •235 0 0 Irrig. 235 130.37 0.00 436.75 0.00
3669 Pull 15 S7 Autryville 3.871 3.87 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 111.64 0.00
3669 Pull 15 S7 Autryville 3.87 3.87 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 214.70 0.00
3669 Pull 16 S7 Autryville 3.15 3.15 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 90.87 0.00
3669 Pull 16 S7 Autryville 3.15 3.15 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 174.76 0.00
3669 Pull 17A S7 Autryville 1.61 1.61 Wheat,Grain 45 bu. 9/1 4/30 104 0 0 Irrig. 52 28.85 0.00 46A5 0.00
3669 Pull 17A S7 Autryville 1.61 1.61 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 89.32 0.00
3669 Pull 17B S7 Autryville 1.61 1.61 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 brig. 50 27.74 0.00 44.66 0.00
3669 Pull 17B S7 Autryville 1.61 1.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 •235 0 0 brig. 235 130.37 0.00 209.90 0.00
3669 Pull 18 S7 Autryville 2.66 2.66 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 76.74 0.00
3669 Pull 18 S7 Autryville 2.66 2.66 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 147.57 0.00
3669 Pull 19 S7 Autryville 1.66 1.66 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 47.89 0.00
3669 Pull 19 S7 Autryville 1.66 1.66 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 92.09 0.00
3669 Pull 20 S7 Autryville 2.06 2.06 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 59.43 0.00
3669 Pull 20 S7 Autryville 2.06 2.06 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 114.29 0.00
3670 Pull 12 S7 Autryville 4.02 4.02 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 115.97 0.00
3670 Pull 12 S7 Autryville 4.02 4.02 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 223.02 0.00
3670 Pull 13 S7 Autryville 3.74 3.74 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 28.85 0.00 107.89 0.00
3670 Pull 13 S7 Autryville 3.74 3.74 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 207.49 0.00
3670 Pull 14 S7 Autryville 3.74 3.74 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 107.89 0.00
3670 Pull 14 S7 Autryville 3.74 3.74 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 207.49 0.00
181240 Database Version 4.1 Date Printed: 6/1/2015 WUT Page 5 of 6

Waste Utilization Table Year 2
Nitrogen Comm Res, Manure Liquid Solid Liquid Solid
PA Fert. (lbs1A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs1A) (lbs1A) (lbs1A)
Source ToLil Ilse. Applic. Applic. ]000
Tract Field 1D Soil Series Acres Acres Crop RYE 1'crinJ N N N Method N' ga11A Tons 1000 gals tons
Total Applied, 1000 gallons 8,463,64
Total Produced,1000 gallons 3,263.04
Balance,1000 gallons -5,200.60
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.
IS TO Database Version 4.1 Date Printed: 6/l/20k WUT Page 6 of 6

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)
3650 Pull Autryville 0.60 1.0
3650 Pull 10 Autryville 0.60 1.0
3650 Pull ll Autryville 0.60 1.0
3650 Pull Autryville 0.60 1.0
3650 Pull Autryville 0.60 1.0
3650 Pull Autryville 0.60 1.0
3650 Pull5A Autryville 0.60 1.0
3650 Pull5B Autryville 0.60 1.0
3650 Pull Autryville 0.60 1.0
3650 Pull? Autryville 0.60 1.0
3650 Pull Autryville 0.60 1.0
3650 Pull9- Autryville 0.60 1.0
3669 Pull15 Autryville 0.60 1.0
3669 Pull16 Autryville 0.60 1.0
3669 Pull17A Autryville 0.60 1.0
3669 Pull17B Autryville 0.60 1.0
3669 Pull18 Autryville 0.60 1.0
3669 Pull19 Autryville 0.60 1.0
3669 Pull20 Autryville 0.60 1.0
3670 Pull12 Autryville 0.60 1.0
3670 Pull13 Autryville 0.60 1.0
3670 Pull14 Autryville 0.60 1.0
181240 Database Version 4.1 Date Printed 6/1/2015 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 39.54 79.08 118.62
lay 6 ton R.Y.E. 300 29.38 19.77 39.54 59.31
Soybean 40 bu 160 15.67 37.07 X 14 111.21
--- --•------------ ------------------------------ -O------_----------•--------------------------------------------------------
6-01
181240 Database Version 4.1 Date Printed: 2015 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.
vailable aste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 88
1 2 121
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 169
2 11 E138]
59
2 12E
*Available Storage Capacity is calculated as of the end of each month.
181240 Database Version 4.1 Date Printed: 06-01-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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181240 Database Version 4.1 Date Printed:6/1/2015 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.
---------------------------------------------------------------- ------ ------------------------------------------------------------------------------------------
181240 Database Version 4.1 Date Printed:6/1/2015 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
P Y P
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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181240 Database Version 4.1 Date Printed:6/1/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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181240 Database Version 4.1 Date Printed:6/1/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1,Pull 12,Pull 13,Pull 14,Pull 15,Pull 16,Pull 17A,
Pull 18,Pull 19,Pull 2,Pull 20,Pu
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,Pull 11,Pull 17B, Pull 4,Pull 5A,Pull 5B,Pull 6,
Pull 7,Pull 8, 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.
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
181240 Database Version 4.1 Date Printed: 06-01-2015 Crop Note Page 1 of 3

The following crop note applies to field(s): Pull 10,Pull 11,Pull 17B,Pull 4,Pull 5A,Pull 5B,Pull 6,
Pull 7,Pull 8,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 12,Pull 13,Pull 14,Pull 15, Pull 16,Pull 17A,
Pull 18,Pull 19,Pull 2,Pull 20,Pu
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.
------------------------------------------------------------------------------------------------------------------------ ------------- -------------------------
181240 Database Version 4.1 Date Printed: 06-01-2015 CropNote Page 2 of 3

The following crop note applies to field(s): Pull 1,Pull 12,Pull 13,Pull 14,Pull 15,Pull 16,Pull 17A,
Pull 18, Pull 19,Pull 2,Pull 20,Pu
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 3 6"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------------------------------------------------------------------------------- ------------------- ---------------------------------------
181240 Database Version 4.1 Date Printed: 06-01-2015 CropNote Page 3 of 3

Rouse Ivey Hill Farm
Acreage Calculations Update 6/1/2015
Pull No. Width Length Start Stop Total Acres TABLE
1 217 920 0.72 0 5.30 EE65
2 200 850 0.62 0 4.52 E165
3 195 682 0.35 0 3.40 EE65
4 200 315 0.62 0.49 2.56 E165
5A 100 335 0.31 0.245 1.32 E165
5B 100 701 0.31 0.245 2.16 E165
6 217 650 0.72 0.58 4.54 EE65
7 217 605 0.72 0 3.73 EE65
8 200 602 0.62 0 3.38 E165
9 185 643 0.62 0 3.35 E165
10 217 850 0.72 0.49 5.44 EE65
11 180 785 0.72 0.29 4.25 EE65
12 217 635 0.47 0.39 4.02 NE65
13 200 635 0.45 0.37 3.74 N165
14 200 635 0.45 0.37 3.74 N165
15 200 665 0.45 0.37 3.87 N165
16 200 588 0.45 0 3.15 N165
17A 108.5 551 0.235 0 1.61 NE65
17B 108.5 551 0.235 0 1.61 NE65
18 217 440 0.47 0 2.66 NE65
19 108.5 572 0.235 0 1.66 NE65
20 217 320 0.47 0 2.06 NE65
Total: 72.10

Rouse Ivey (Hill Farm)
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Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 217 920 0.72 0 5.30
2 200 850 0.62 0 4.52
3 195 682 0.35 0 3.40
4 200 315 0.62 0.49 2.56
5A 100 335 0.31 0.245 1.32
5B 100 701 0.31 0.245 2.16
6 217 650 0.72 0.58 4.54
7 217 605 0.72 0 3.73
8 200 602 0.62 0 3.38
9 185 643 0.62 0 3.35
10 217 850 0.72 0.49 5.44
11 180 785 0.72 0.29 4.25
12 217 635 0.47 0.39 4.02
13 200 370 0.47 0 2.17
14 110 268 0.2 0 0.88
15 125 249 0.235 0 0.95
16 217 588 0.47 0 3.40
17 217 551 0.47 0 3.21

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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Rouse Ivy-Mike Hill Farm County: Duplin
Address: 370 Ivy Rd.
Mt. Olive, NC Date: 12/7/2004
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches Comments
1 5.30 AuB <5 Row Crops 0.6 1 *adhere to well buffer
2 4.52 AuB <5 Row Crops 0.6 1 *adhere to well buffer
3 3.40 AuB <5 Bertnuda- 0.6 1 *adhere to well buffer
4 2.56 AuB <5 Bermuda 0.6 1 *adhere to well buffer
5A 1.32 AuB <5 Bermuda 0.6 1
5B 2.16 AuB <5 Row Crops 0.6 1
6 4.54 AuB <5 Row Crops 0.6 1
7 3.73 AuB <5 Bermuda 0.6 1
8 3.38 AuB <5 Bermuda 0.6 1
9 3.35 AuB <5 Bermuda 0.6 1
10 5.44 AuB <5 Bermuda 0.6 1 *adhere to well buffer
11 4.25 AuB <5 Bermuda 0.6 1
12 4.02 AuB <5 Row Crops 0.6 1
13 2.17 AuB <5 Row Crops 0.6 1
14 0.88 AuB <5 Row Crops 0.6 1 *adhere to P/L buffer
15 0.95 AuB <5 Row Crops 0.6 1 *adhere to P/L buffer
16 3.40 AuB <5 Row Crops 0.6 1
3.21 AuB <5 Bermuda 0.6 1
/9f} a ow Cro
7 6 O •+1

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3"Ag-Rain Travellers
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr. Width ft. Len th ft feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 2.92 0.37 217 920 300 1.08 60 95 330 5.30
2 2.92 0.37 200 850 300 1.08 60 95 330 4.52
3 2.92 0.37 195 682 300 1.08 60 95 330 3.40
4 2.92 0.37 200 315 300 1.08 60 95 330 2.56
5A 5.84 0.61 100 335 300 1.08 60 95 180 1.32
5B 5.84 0.61 100 701 300 1.08 60 95 180 2.16
6 2.92 0.37 217 650 300 1.08 60 95 330 4.54
7 2.92 0.37 217 605 300 1.08 60 95 330 3.73
8 2.92 0.37 200 602 300 1.08 60 95 330 3.38
9 3.51 0.5 185 643 300 1.08 60 95 220 3.35
10 2.92 0.37 217 850 300 1.08 60 95 330 5.44
11 3.51 0.5 180 785 300 1.08 60 95 220 4.25
12 2.92 0.37 217 635 300 1.08 60 95 330 4.02
13 2.92 0.37 200 370 300 1.08 60 95 330 2.17
14 3.51 0.5 110 268 300 1.08 60 95 220 0.88
15 3.51 0.5 125 249 300 1.08 60 95 220 0.95
16 2.92 0.37 217 588 300 1.08 60 95 330 3.40
17 2.92 0.37 217 551 300 1.08 60 95 330 3.21

Sheet4
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irri ation
Flow Rate of Sprinkler m 182
Operating Pressure at Pump(psi) 106.5
Design Precipitation Rate in/hr 0.31
Hose Length feet 1000 XXXXXXXX
Type of Speed Compensation Mechanical )UUUUUUUC
Pump Type PTO, Engine, Electric Engine
Pump Power Requirement h 20.6
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
�j
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
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.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
1

Sheet6
Narrative of Irrigation System Operation
This design is for an add-on to an existing irrigation system for this farm. Hydrants 1-11 are existing
hydrants installed at the time of farm construction. Hydrants 12-17, owned by the producer are being
added, and, therefore, acres are determined based on effective wetted acreage criteria. SB515 setback
criteria have been applied to the design area for the new pulls.
Producer is familiar with start-up, maintenance, and winterization procedures for the equipment being
used.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 `PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 2.92 ft/min
220 degree arc= 3.51 ft/min
180 degree arc= 5.84 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec."
*"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 6
Total distance: 2000 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss= 4.9 feet or 2.1 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 2.1 psi
Mainline loss: 2.1 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.1 psi
TOTAL(TDH)= 106.5 psi or 245.9 feet
Horsepower Required
Horsepower=Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3J
.........:..::::.
Pump Efficiency: 55 %
Horsepower Required: 20.6 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Ratina Check
Pressure Rating of Pipe to be Used: 200 psi
Max.Pressure on system when running: 106.5 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 21.5
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 3

BERKELEY PUM PS 'CURVE 4117
DATE 3-1-88
PAGE 2.02
EE:RK E L DE� TYPE "B" RATING CURVES SUPERSEDES-
ENGINE DRIVE Curve4117 Page T2-'`j
Dated 4-1.85
C..: WMH.I C.I. P.M.N.. it-1ii;63 M..h.N. H-1863 VARIOUS XP-W cyNKI
C.I. P.Km.. L-3001 M..Km.. L-3038 oi, 13-1/2-1 FULL
M.., V. WORKING PRESSi C 247 PSI I LL,Q
30
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20
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T
10
........... .... ...
'd'Abic
-.7 T IGMC,f
........ . ....
600 0
...... .... .
....40 4
777- ..... ..... L.... . ..
500 ;44-1-
4DO .........
..........
300
-1600 RPM---
2DO, 90
-.1600 RPM ...
100
....... . .......
D
i w
AIN7- ...... . .....
25
0 loo 200 300 400 500 600 700 BOO 900 tOOO 1100 1200
CAPACITY IN U.S.GALLONS PER MINUTE 0-1-3-29-72 MODEL63JQBM
C-7048 a-,--- T-2554 S..n.d.,C-7048 O-l" W-27-7i
C...: m.l.dw C.I. P.&N.. H-1939 m..6m- M-1939 VARIOUS R.P.Y. cf.w.
Mq•ffw mome C.I. P.mm, M-2319 M-4821 DIA. 10-7/16-1 FULL YMLLIA,ftM-W.g
m",mu. woR.ima Ppissupt 266 PSI 41® 30
...... ........
............. ......... ....
E 20
.... ....... .......T.
10
=777--1 ....... ....... m
7C% 75%:.
0
400,
110c Rpm X"S" 7
r �OW,RPM. . ........... .... ....
3
RPM
..... .......... .........
.26RIPM ....... ...
250 .........
z .... ...
24CC
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77.7
0
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0 iDO 100 300 400 500 600 700 SW 900 1000
CAPACITY IN U.S.GALLONS PER MINUTE

General Installation Thrust Blocking 2. The final backfill may then be made in
the usual manner, but care should be
Recommendations: As with other push-fit rubber end
thrust
taken not to dump large rocks or heavy
FOR GASKET PIPE joints, the pipe will not take end thrust without restraints. Thrust blocks are objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
usually required at dead ends and exposed while under test, backfill to
wherever the line changes direction of within one foot of each side of the joint
Installation 30 degrees or more. or fitting to prevent deflection of the
1. Thrust blocks shall be placed so that pipe while under test pressures.
Excavation, Laying,Testing,and Back- the bearing surface is In direct line with
filling Instructions are usually provided the major force created by the pipe or
by the Engineer ill charge of the project. fitting. Concrete having a compressive
Reference may also be made to Ameri- strength of 2000 psi Is the recommended Testing
can Society for Testing and Materials blocking material, and may be poured I. ALL AIR IN THE PIPELINE SHALL BE
Standard ASTM D-2774"Recommended between the simplest of forms and the BLED OFF CAREFULLY WHILE FILLING
Practice for Underground Installation of undisturbed earth bearing surfaces. THE LINE WITH WATER FOR TESTING.
Thermoplastic Pressure Piping." 2.Thrust blocking size maybe calculated Entrapped air in the line can cause ex-
a)Multiply the pressure level desired
as follows: cessive test pressures, and create un-
necessary problems. Air shall be bled
for testing by the value shown in the Excavation table for thrust on fittings: off at the high spots in the line. Airremoval may also be accomplished by
1. The trench bottom shall be stable, pushing a foam plug through the line by
continuous,relatively smooth,and free incoming water pressure.
of rocks or other objects detrimental to Thrust in Pounds 2. Test pressures may be 11b times the
the pipe. It shall provide continuous designed operating pressure of the
support for the pipe,and bell holes shall pipeline,but shall not exceed the maxi-
be provided for the bell and spigot joints, tripe so 45 22% Dead End mum pressure rating of the pipe.
valves, and other system components Size Elbow Elbow Bend or Tee 3. After pressure test and acceptance
that might act as a fulcrum. When made 6" 48.74 26.38 13.45 36.10 of testing,the uncovered joints and fit-
through a rock cut, at least 4"of com- W 82.61 44.72 22.80 61.18 tings shall be initially backfilled with
pacted satisfactory bedding material well compacted soil,and then covered
shall be provided. 10" 128.84 69.47 35.42 95.05 with final backfill.
2. The trench depth shall place the pipe- 12" 180.54 77.23 49.82 133.70 4. Hydraulic pressure testing of the
line at least 6"below the lowest recorded pipeline shall be carried out initially at
frost depth,and shall place the pipeline Intervals not exceeding 500 yards and
depth at least "below grade.
P a 9 thereafter at intervals not exceeding
3.The trench width at the top of the pipe b)Determine the bearing strength of 1,000 yards.
shall be as narrow as practical to allow the soil from the following table:
adequate room for joining the pipe and
to allow proper compaction of the sidefill. Radius Bends
BEARING STRENGTH OF SOILS
sidefed " us
SOIL lb.per Sq.Ft. Gradual change of direction may be
4. Pipelines shall be cased,bridged,or Muck peat,etc. o achieved by deflecting or cocking RIEBER
otherwise protected at locations where soft clay 1,000 Joints a maximum of 3 degrees without
they will be subject to heavy surface sand 2.000 affecting the hydraulic seal of the joint
bads due to shallow burial. Casing shall Sand and gravel 3.005 Offsets are made only after the straight
also be used in spanning creeks and Sand and gravel cemented with clay 4,000 in-line assembly is made. Deflections at
gullies,extending 8 ft on either side of Hard shale 10.000 the joint and minimum curve radii (ft.)
the creek or gully. obtainable are listed below.
c)Divide the total thrust on the fitting Deflection f Jointing (step a) by the bearing strength of at the Joint Offset,Inches Radius,feet
1. The pipe shall be jointed in the trench, the soil (step b). The result is the 1 4.2" 1,15a
or above ground,in accordance with the square feet of area needed on the 2 8.3" 572,
Jointing Instructions. face of the thrust block
2. It Is Important that the gasket be clean d)Thrust blocks should haunch the 3 12.3" 381
and properly seated,the spigot end well pipe or fitting,not encase it.
lubricated,and the bell and spigot ends
aligned correctly in both planes.
3. If jointing is done above ground,care Backfi I I i n
should be taken when lowering pipe into g
the trench that the depth of the joint entry 1. Place select backfill and compact
remains correct..Check that the depth under the haunch, along the sides of,
of entry mark on the spigot ends is flush and over the top of the pipe to a com-
with the face of the bell. Jointing of 6" pacted depth of at least 6". This backfill
and large pipe Is usually done In tl4e trench shall be soils that allow good compaction
4. AT NO TIME should a back-hoe or and placed In 6"layers,well compacted.
similar device be used to assemble pipe. It shall be free of rocks,frozen clods,or
other hard objects.
• Mt 4

• w
on each side of the pipe to provide support free from voids. final backfill only after the minimum depth of cover has been
Care should be taken to avoid deforming, displacing, or placed and only with pipe }laving YA ihiciuusses grea%F t*
damaging the pipe during this phase of the operation. that of MQR-41.
.4 Fit>a,t+ackfii! �
6�.1 4sp1rel. After pipeline tgsting, final backfill shall be SECTION 7-SPIrCIt�):i~gI�3jDEA'�`IOI�JS
Placed ands read in a roxima el unlforin layers in such a 7.1 Bell holes for rmbOer !k1 ,
P PP 4 Y � I' . �. l �°(11�• Wh':p the PIPS bch►8 in:
manner*as to fill the trench completely so that there will be no stalled Is provided with"rubber gasket'joints, bell holes shall be
unfilled spaces under or about rocks or lum ps of earth in the excavated in the bedding material to gllow for the unobstructed
backfill. Final backfdi shall be(roe of large rocks, frozen clods assembly of the joint.Care should be taken that the bell bole is no
and other debris greater than 76 mm(3 In.)in diameter.Rolling larger than necessary to accomplish prgper joint assembly.Wheq the
equipment or heavy tampers should be used to consolidate the joint has been made, the bell hole shoyld be carefully filled with
TABLE 11-THRUST BLOCKING ANA ANCHORS FOR UNDERGROUND IRRIGATION PtPELAJES
Step 1. Multiply the working pressure py the appropriate Value
.•l��o� • ihowp la the f olloWing table to obtain total thrust In N(Ib):
*;; PIPELINE THAUST FACTORS+.t .
l . fib a•: Pipe Size Dead End 80° -Ae 22.1le
d •��
t•' �'�;,�'�d�. In. mm or Too Elbow Elbow Elbow
1-1/2 88.1 2.94 4.16 2.25 1.15
2 50.8 4.66 6.45 3.50 1.78
2-1/2 63.5 4.66 9.40 5.10 2.60
3 '' 76.1 9.80 13.8 7.51 3.82
3-1/2 88.6 12.8 18.2 9.81 4.99
4 101.6 16.2 23.0 12.4 6.31
6 127.0 24.7 36.0 18.9 9.63
. j 6 152.4. 84.8 49:2 26.7 13.6
•• �•;a�•:S 8 203.2 59:6 83.5 45.2 23.0
• '4'.�►• A•� #, 10 254.0 91.5 130.0 70.0 35.8
a��a�-f►a. ���*�• �''�: 1, r 12 304.8 129.0 182.0 8$.5 50.3
�. _ �►A� Ali
s` •" �'li � • Based on thrust per kPa(psi)pressure
t tsa t Blocking for cross may not b4 seeded Wl long branch lines.
d'.ey,. j'!�t►. J4 Step 2. Dotcrmine tho ?/eariag !trcng Q�t 1hQ #oi}i{o� a table
gyp. ..
:i s�:i• ;a{t�: below: ,►
~L ► BEARING STRENGT11 OF SOft.S l
Soils and Sate Bearing Loads 14/42
Sound Shale }Q OOq 478.8
Cemented Gravel and Sand
difficult to pick 4 000 191.5
•� o w Coarse and fine compact Sand 3 000 143.6
ems• J!R.A Medium Clay-Can be spaded 2000 95.8
'-tra °•!�N Soft Clay 1 000 47.9
_'� •,%�y:i► ,'I.0�p, Muck Q 0
s Step 3. Divide the total thrust obtained in Ste 1 by the bearing
strength of the soil to got the area needed.m2(ft�)•
SIDE THRUST ALTERNATE PROCEDUR}t
1 Pipe Size 814e Thrust-per Degrees
in. mm lb N
' 1-1/2 38.1 5.1 22.7
s 2 50.8 7.9 35.1
�• 2.1/2 63.5 11.6 51.6
1� 3 76.2 17.1 76.1
3-1/2 $8.9 22.4 •'• 99.6
4 1p1.6 28.3 125.6
+ 5 127.0 43.1 291.7
a 6 152.4 - 60.8 270.5
8 203.2 103.0 458.2
10 254.0 160.0 711.7
12 304.8 225.0 1000.8
77
t ! * Based on side thrust per 689 kPa(100 psi)pressure per degree of
deflection.
i
4
;¢e4�� NOTE: Multiply side thrust from table by degrees of deflection
oil ! times kPa (psi)divided by 100 19 obtain total side thrust in N(lb).

f •
bob
Figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces 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 206' PSI 250 PSI
inches
1-1-2 295 440 590 740
2 455 680 910 1140
21 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 64.90" 9740 13,000 169200
10 10,650 169000 21,300 269600
12 15,150 229700 30,200 37,800
14 209600 30,800 41,100 51,400
16 26,600 399800 53,100 66,400
-6-

Table 2. jactors for Calculating Thrust W for
r. : Elbows and Tees.
El bows: 900 =, 1.41 1" Tees = 0.70 L
60° = 1.00 '
450 = 0.76�
300 = . 0.52
-,'0.3 9
Table 3 .gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil 1 b/ft2
Mulch, peat and similar 0
Soft Clay 1000
• Sand 2000 r--
Sand and gravel 3000
Sand and gravel cemented --�
_ with clay 4000
Hard shale 10,000
Thrust block area(ft2) _ W = Thrust (Table 1 & Table 2)
1' Soil ea'ng strengt 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 backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
Q 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min. '
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11
160 1.26 -
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 .17
320 4.56 1.62 .69 .19
340 5.10 1.82 .77 .21
360 5.67 2.02 .86 .24
1 380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 .10
420 2.69 1.14 .31 .10
440 2.92 1.25 • .34 .11
460 3.18 1.35 .37 .12
480 3.44 . 1.46 .41 .14
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 z .096
650 2.58 .71 .24 .1 10
700 2.96 .81 .28 .125
750 3.36 .93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen-Williams 4.71 1.30 .44 .194
950 equation-Cw= 150 5.21 1.44 .49 .213
1000 5.73 1.58 .54 .233
1%To find friction head loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio other than 21, 1.88 .65 .276
1150 the values in the table should 2.05 .70 .298
1200 be multiplied by the 2.21 .76 .322
1250 appropriate conversion factor 2.39 •.82 .346
1300 (F) shown below: 2.57 ' •88 .371
1350 2.76 .95 .397
1400 2.95 1.01 .423
1450 SOR PR F 3.16 1.08 .451
1500 21 200 PSI 1.00 3.35 1.15 .508
1600 26 160 PSI .91 1.30 .568
1700 32.5 125 PSI .84 1.45 .632
1800 41 100 PSI .785 1.62 .698
1900 51 80 PSI .75 1.79 .767
2000 64 63 PSI .71 1.97 .840
Loss below bold tine indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per second are not recommended.

FRICTION LOSS
IN POLYETHYLENE HOSE
t 4 p.S.j. FRICTIOK LOSS PER 100
FEET POLYEJNEL111E IRRI6pTION NOSE IMATERI
25 120 110 90 82 75._.
63 50 40
O.D. MM 135 1 3 2.7 .S 2.1 1.60 1.30
I.D. IKS. 4.5 4.1 4.0 3.7 0.9
11IK. 20 - - - - _ _ _ _ _ _ _ - - 2.3 d.b
- - - - _ _ l.� 4.0 11.2
30
40 2.1 6.0 16.9
50 - ' " - _ _ _ - - 1.2 2.9 8.4 - -
60 ' _ - - _ _ _ - 1.0 1.6 3.9 11.2 -
70 - ' " - _ _ _ _ _ - 1.3 2.0 4.9 14.�4
80 _ 1.6 2.5 6.1
94 ' _ " - _ _ _ _ 1.1 1.9 3.0 7.5
100 - _ - - _ _ - - 1.3 2.3 3.6 8.9 -
110 1.6 2.7 40.5
120 _ _ _ - 0.7 1.8 3.1 4.9' '(.5
130 _ _ _ _ _ 0.8 2.1 3.6 5.6 - -
140 0.9 2.4 4.1 6.4 -
150 ' _ 1.0 2.7 4.6 7.2 -
160 _ _ 1.2 3.0 5.2 0.1 -
170 ' ' 3
0.9 13 .4 5. .1 8.9 - - - -
- -
180 - " 1.0 1.4 3.7 6.3 9.9 - - - -
190 9 0 -
. 1.1 1.6 4.1 7.0
200 ' ' .45 7.6
210 - - 0.9 .1.2 1.1 _ - - - - " -
1.0 1.3 1.9 4.9 6.3
220
_ " 2.1 5.3 4.0
230 - - 1.1 1.4
240 - - 1.2 1.5 2.2 5.7 9.8
13 1.6 2.4 6.2
0.4 .
_
250 1.6 b.b - - - - - - - -
260 1.0 1.4 1.7 - -
280 1.1 l.b 2.0 3.0 7.6
290 1.2 1.7 2.1 3.2 8.1 -
. 300 1.2 1.8 2.2 3.4 8.6
310 1.3 1.9 2.4 3.6 9.2
320 1.4 2.0 2.5 3.8 9.7_ -
330 1.5 2.2 2.7 4.0 -
340 1.6 2.3 2.8 4.2 -
350 1.7 2.4 3.0- 4.5 -
360 1.7 2.5 3.2 4.1 -
-
370 1.8 2.7 3.3 4.4 -
3BO 1.9 2.8 3.5 5.1 -
390 2.0 2.9 3.7 5.5 -
400 2.1 3.1 3.8 5.7 -
420 2.3 3.4 4.2 6.3
440 2.5 3.7 4.6 6.8 - -
460 2.7 4.0 5.0 7.4 -
480 3.0 4.3 5.4 8.0 -
500 3.2 4.6 5.B

INSTALLATION
Table 4. OFSCRIPTION 0► FA1BF.I)AIFNT AIATFRIAI CLASH►11'A1l41N%
SOIL SOIL OrSCRIPTION 41►'
' TurkCLASSCLASSMATI:n1AL CLwSS1►'It:ATIu�
Diamond Agricultural PVC Pipe should be assembled and C
installed with uniform and continuous support from a firm class I S,Iils• MarlYtaeswed&ASWIN.►la,wloot woo .ill.IN so 114 so1•e.t••.as as"We.
cludinj wssssials►$vine cetixnal ait,sirKanre tuck as cft hnl lame x.ses1.NsAM
base in accordance with the installation procedures provided call.cnlskal$Iat.eialdns ou eftshed IMw•
in ASTM D2321,and the Installation Guide for PVC Water class 11 Soils— CW Wci1 Vs&d travel$will gesvel sand Iaislwes•little orGoes '41%xr nx+t of
Pipe (a "pocket-sized" edition is available from your Cause flacsloo It{sioed on No.4 save.Motc thae 95%000"i'd Nx'-421%''c
Clean.
representative or from Diamond Plastics Corporation.) CPrn«y t,.ded tl.•t1s.xd/.a•el.a./1d lni./wt,.Ixlle w �.�. k►/ .-•�•►
coarse(rKOnn le Yelled M His a t c e.Mart{hsh 95%/•'1JIx.J.w NJ:{il.«•.
Clesn
Embedment materials are to be in accordance with soil SW Wcll.glatjcd$arldl an,l r••cay•acid••Wtk its••Is, �•�"'�-4
lractxlo Palms No,a sw+•• Wire/Lan 95i wtisx►J w.1:..:en..tie• l't.•.n
classifications listed under Unified Soil Classification Sr pasotyit/„le,,/, $a.Jges.cu,,aAds,look- .,Ix., 16"1,n..UK-4:"
System,ASTM D2487.and ASTM D2488. reaa,».n posses Nos•a"r't "-t d'ar'"`arse"`-'"h..Nts• e c�M
C'lasa III SxJI••• GI/ Sstty tla.els.travtl•►aM sets IxealYscs. MA 1+nr+t•1 erar"
Te assemble, clean mating surfaces of the bell, spigot, and His.a sieve.Most than No%rcwwJ o••No 4is sw'c
�• Clayey t1 a•C,1•t1J'tl•anJ illy MIa/Y1tf
�tl`ess x..+i.4•sass•.{...$x.•.YI.IM•J
gasket. Apply gasket lubricant (furnished by Diamond on No.4$;eat. M.+e 61141,vac W"il"'A Nee "la'$»•e:
Plastics Corporation) to the entire spigot end up to the SM Sits Solids..wc dialsm n. MM �It�.1+4Yt.1.....•lass •1••�• •••«•�
reference mark. Also, apply lubricant to the contact surface SC nasty sandt.„lest cloy nusl..w. Me+t�M Mn,lass."1s.l_.e,.•.
of the gasket. sieve. More thaw Y^/e1•.xgl N••21=1 e.t.a•
awK filar.'t r+K
With the pipe in straight alignment, push the spigot into $.NJ•.I..It fLr+.s.M,•+�Is�tr•..w•.•�I• 1.sass.{Ian+
' SOG a leas. 509.w n.we pa•.c•N..hn$«.:
a ,ft+,�,;ell
, ,$xI­�,� •x»J•wx,Ja.a«+ •, •.,.
the bell up to the insertion line. If a pry bar is used to
Ilan tlJyf. lryY.J bws.,4ri er 1:aa Ma'i w x»+�1•.••••�••\•••'• '
apply force, the pipe should be protected by placing aboard /lll lYnNIris/.x.t$ill/.n,wa,..•Y.••J.•••••�••'•eYl.r.. `_.••.•••'•• �' -1'
p••as,•1 Wan 51K;. Slli..,x.+t 1••• .lass _s••.
between the bar and the pipe. CN lavtan:tUy$01 Mth pl.•s..sr 1.1 cls,a L»IrJ ••'..'••' ~''
home passel N.• 7it1 sw-t
If noribal force does not complete the joint,disassemble the CID..V Soda />. lksulK s•l,l will dwSusc.•,,,.Isle.r "'"•'!
SOi of fawc platys N•i "..c.c
joint and examine the parts to make ce:;ian they are free of of �iitlay,0,g,edi�„ek,y.lola„wM, L„Y.JIx.•.,•-lul&PAP%r% �K •
obstructions. Visually inspect the completed joint to insure most passes NY.200$.e.e
1 Pr Pus.samrk and*the@ Mthy mj us•c 6-11the gasket has not been dislodged.
• S..11$Ye as dclined in ASTM U 2497,meal his CL/s 1 xlsw"al"'"it der"era a�TM 11:►:I
L •• In s.audux•t sick ASTM U 24117.less"S%lus.!bs;RI sw•e
. .e ASThI U 2at7•'Mils r•xh Si 1u 1:4.passen�V,. ;la•sass. 1.!1
••• I.a::osJsntt sth
clsoldicalxYs All is O+r thascirrisk of Class 11 lnan of Cuts III
Table S.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND h1ETII0D The haunching area is niost important to the support O
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR PVC 1 e F good support. !Ile haunching area should be
DENSITY OR RELATIVE DENSITY, P P For g sUPP
FOR GRANULAR MATERIALS IN PARENTIIESIS'• j compacted to the densities given In the Lon. Term
Deflection Chart.
CLASS OF EMBEDMENT I II ell IV
MAVA(act red
MATEWAL DESCRtPT10•N Grarnsly Sand X4 Graal Miacd-C:rasn Fine Grsia
#43wxws Soils•Clein Soils Soils
Figure 2 ,
Oplla awn asanu enl arC rons rank
91: 918 a50 .
Gn101 9:of Ilr)•csshl
..1
So•►C(leaaarl.,l;,s.on Ale{tsoJ q of Rartn,or Rtla:..•:)Density A;lnCe a.'e••ee
Cornp•ars by po-co wnprr 95.100 95 to? 95 too 90 100
lie ra nwo (75•100) .641U:1
6095 s ..c.. ,I t
pmd,o,tsxsok 11495 Isl1�, 7S•90 lo•,
.dr.wt (60175) Ito _ �
Ci,lasol.,3+lc er,sallaauon x495 KO CS
%113-751
(010
Nr.l s.n+p t41 hL 1.0 M0 (b 7S jf
(x1ri11 J�/:. }�Z Ili
._.. _ - .. :��/:•• .. •\-•.•.•x sow
11Yn.l, l4 M0 fsl a i 1/1 NI fI1 71 •'./,,�`_ , •' sass• •' � I
(44fA1 1 VI pall 1 _._. I.://�,r�y, '�JJ,r������•
• kcl.u•t.4.• .. ,•.ird.n pare/rlKsca
•• 7L..tAA • •..-a an alq'xlxn.,r Iur1•J.1"-K.•••.p 1- 1•••.a».alas.«'d Ihs<mrh•.Ix»..
•wr.a+•1••.•-•�••r.rr.Jr/xM•n J.Ill.aso,1.•at1••l..0 It.t. •. •• 'L.1»•(xe.•..I.6uxlarx l u»)•a
x.x s,sw.•,... ►.:'..dl►•tx.%c Al lu4l'4.•5..J.A•..•••...' e:..•.,.•11.1 sl-:xrxKcr It.sl•..1.,
.-•a r•,•.sass»_r•:IWI..rat Ml

Irrigation Water Conveyance semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
High-Pressure, Underground, Plastic more that 10 percent.
Pipeline Specifications The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging.Clods, rocks. and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
Installation If rocks, boulders, or any other material that can damage
the pipe are encountered,the trench bottom shall be under-
1 tnknum depth of cover. Pipe shall be installed at suffr cut a minimum of 4 in below final grade and filled with bed-
cient depth below the ground surface to provide protection ding material consisting of sand or compacted fine-grained
from hazards imposed by traffic crossings,farming opera. soils.
tions.freezing temperatures.or soil cracking.1'ie minimum Pipelines having a diameter of 'A through 21h in that are
depth of cover for pipe susceptible to any of these hazards to be placed in areas not subject to vehicular loads and in
shall be: soils that do not crack appreciably when dry may be placed
' - by using "plow-in" equipment instead of conventional
Pipe dismecer Doom of cover trenching.
Provisions shall be made to insure safe working condi-
,A through-21A ttu ..: .�». _ _ tions where unstable soil.trench depth, or other conditions
3 ough 5.......... »...»............. 24 can be hazardous to personnel working in the trench.
6 or mom....... 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 hazards and the soils do not ally warm or cold weather.The pipe shall be allowed to
crack appreciably when dry,the minimum depth of cover come within a few degrees of the tem_ pemwre 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
the pipe to other facilities.The pipe shall be uniformly and
Pipe dsarn w Deoth at cover continuously supported over its entire length on firm stable
In material. Blocking or mounding shall not be used to bring
`A ftough t'A..».......»....»..»»..».....»...»..................... 8 the pipe to final grade.
2 through 3.....»»»»»».».. ..»-.....»».»..... t2 For pipe with bell joints,bell holes shall be excavated in
4 ttuough 6 1s the bedding material, as needed,to allow for unobstructed
Mae than 6. ».».»»»..»».».........I.. ••.......••••••••• 24 body of the pipe to
assembly of the joint and to permit the
In cranberry bogs whom the pipe is not susceptible to be in contact with the bedding material throughout its
freezing and heavy equipment Is never allowed,the mini. length•
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a larger pipe. Joints and connections.All joints and connections shall
The minimum cover for polyethylene pipe is 6 in but may be designed and constructed to withstand the design maxi-
be reduced to 2 In where conditions warrant.The minimum mum working pressure for the pipeline without leakage and
cover for PVC pipe in cranberry bogs,where the pipe is to to leave the inside of the line free of any obstruction that
be protected from freezing after winter flooding,shall be 12 may tend to reduce its capacity below design requirements.
in,if the winter flood equals or&zeds 12 In.Where the Ail fittings,such as couplings, reducers. bends, tees,and
winter flood is less than 12 in,the top of the pipe shall be crosses,shall be installed according to the rec:om_menda-
at least 24 in below the water surface.Solvent-welded joints tions of the pipe manufacturer
shall be used at all connections of PVC pipe where peat Fdtings made of steel or other metals susceptible to cor-
and muck Social in their normal 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 low places an the ground surface, extra fill may be all surfaces shall be thoroughly cleaned and coated with a
Placed over the pipeline to provide the minimum depth of primer compatible with the tape before wrapping.
COW The top width of the fill shall then be no less than 10
It and the side slopes no steeper than 6:1. If extra protac- Thnud blocks.Thrust blocks must be formed against a
tion is needed at vehicle crossings.encasement pipe or solid hand-excavated trench wall undamaged by mechani-
other approved methods may be used. cal equipment.They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
Trench construction. The trench at any point below to the height a the outside diameter of the pipe or as spec-
the top of the pipe shall be only wide enough to permit ified by the manufacturer.
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under.the Tesdng.The pipeline shall be tested for pressure strength,
haunches and along the side of the pipe. The maximum leakage, and proper functioning.The tests may be per-
trench width shall be 36 in greater than the diameter of formed before backf fling or anytime after the pipeline is
the pipe. If the trench is precision excavated and has a ready for service.
SCS, January 1989

Irrigation Water uL..)nvzyancr_- -v ju— oA-J J
Tests for pressure strength and leaks shall be accom- certify with supporting test results that the pipe meets the
plished by inspecting the pipeline and appurtenances while requirements specified in this standard.The seal of
the maximum working pressure is maintained and all joints approval of a recognized laboratory on pipe bearing one of
and connections are uncovered,or by observing normal the ASTM designations fisted in this standard may be
operation of the pipeline after it is put into service. Partial accepted for this certification.
backfiils 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
shall be repaired and the system retested. or she shall furnish a written guarantee that protects the
The pipeline shall be tested to insure that it functions owner against detective 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 shall be soil or sand that is following materials:
free from rocks or stones larger than 1 in. in diameter. At
the time of placement. the moisture content of the material 1. Polyvinyl chloride(PVC)as specified in ASTM-0-1784•
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 classification
displaced, excessively deformed. or damaged. Type 1,Grade 1........»»....»»...»..»...-•------------- 12454-13
If backfilling is done by hand or mechanical means,the Type 1.Grade 2.»».»..»..•••»•»••••---•---»•---»------••--- 12454-C
Initial fill shall be compacted firmly around and above the Type it.Grade 1...............»••••••.•••••••........----»••••»•---- 14333-0
pipe as required to provide adequate lateral support to the
2. Acrylonitrile-butadieno-styrene(ABS)as specified in
pipe.
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 accomplished522
Material class;f>catan
by adding enough water to diked reaches of the trench to Type 1,Grade 2...»..»..»••.••»......».-----.»--•»----.-»..»»• 3 3- -
thoroughly saturate the initial backfill without excessive Type I,Grade 3.........»..........»......................»......... -55-55
Pooling. After the backfill is saturated. the pipeline shall Type it.Grade 1.........................»............................. 4-j-5
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the 3. Polyethylene(PE)as specified in ASTM-0-1248-
final backfill.
Code
Final backfill. The final backfill material shall be free of Material elasaification
large rocks. frozen clods. and other debris greater than 3 Grade P14,Claw C..».......»..........»..•»•••••»••»•••••»•• IC-P14
in.in diameter. The material shall be placed and spread in Grade P23,Class C...............»••••..•••••••••••..»••••••••-••• IIC-P23
approximately uniform layers so that there will be no ass
Grade P33.Cl C......................„......................... HIC-P33.
unfilled spaces in the backfill and the backfill will be level Grade P34,Class C••••.••.••••••••••.•••-•••--•--'----•••--••-•"'-- IVC 42U
with the natural ground or at the design grade required to The pipe shall be homogeneous throughout and tree
provide the minimum depth of cover after settlement. Roll- from visible cracks,holes. foreign matter, or other defects.
Ing equipment shall not be used to consolidate the final • he pipe shall be as uniform in color. opacity, densft and
backfill until the specified minimum depth of cover has other physical properties as is commercially practicable•
been placed.
All special backfilting requirements of the pipe manufac-
turer shall be met. Pipe requlrem�ntr.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,rat
shall be determined by inspections to check compliance dimensions.hydrostatic design stresses,and Pressure -
9s shall be determined by one of the following formulas:
with all the provisions of this standard with respect to the �n
For PVC.ABS. and PE pipe with outside diameter
design of the line, the pipe and pipe marking,the appurte•
Gaes. and the minimum installation requirements.
n -
Certifications and guarantee. If requested by the state 2S = 0 —1 ZS . R_1
se
conrvation engineer. a qualified testing laboratory must P t P
t SCS, January1989

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Mike Hill County: Duplin
Address: SR 1508, Duplin Co.
Date: November 23,1998
Telephone: [phone] Revised:July 9,1999
i
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope% Crop(s)( In/hr inches Comments
T3650-F1 14 AuB <2 Corn,.Wheat, Soybeans 0.6 1
T3650-F2 10 AuB <2 Bermuda Ha /Small Grain 0.6 1
T3650-F3 11 MCC <5 Bermuda Ha /Small Grain 0.5 0.75
T3651-F1 13 AuB <5 Corn,Wheat, Soybeans 0.6 1

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make. Model and Type of Equipment: Ag-Rain 30A 3"x 1000'hose w/Nelson 150
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min inthr. Width ft. Len th ft feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1A 2.49 0.33 216 1010 290 0.97 70 98 300 5.01
C. 18 2.49 0.33 216 620 290 0.97 70 98 220 3.07
2A 2.49 0.33 200 1040 290 0.97 70 98 300 4.78
2B 2.49 0.33 200 620 290 0.97 70 98 300 2.85
3A 2.99 0.46 200 610 290 0.97 70 98 220 3.72
3B Z49 0.33 200 620 290 0.97 70 98 300 2.85
C- 4 2.49 0.33 200 1040 290 0.97 70 98 300 4.78
5 2.49/2.99 .33/.46 216/170 410/630 290 0.97 70 98 300/220 4.49
6 2.49 0.33 200 590 290 0.97 70 98 300 2.71
7 2.99/2.49 .46/.33 150/200 340/500 290 0.97 70 98 220/300 3.47
8 2.49 0.33 216 840 290 0.97 70 98 300 4.17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL 41.90

Sheet3
TABLE 3-Solid Set irrigation Gun Settings
Make, Model and Type of Equipment N/A
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants feet Pipe-lines Pipelines in/hr inches at Gun si at H drant hr. Comments-Acres per zone
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

I
Sheet4
i
1
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irriciation Gun Irrigation
Flow Rate of Sprinkler m 155
Operating Pressure at Pump (psi) 109.1
Design Precipitation Rate in/hr 0.28
Hose Length feet 1000 XXXXXXXX i
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type PTO Engine. Electric Engine
Pump Power Requirement h 21.9
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 8.77
Dead End 6.22
Tee 4.35
Gate Valve 6.22
45 degree bend 4.72
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER FV��
Name: Micah Kevin Weston, CID `co
Company: Private
Address: 237 M.Taylor Rd. Richlands, NC 28574
Phone: [phone] `
Required Documentation 002919
q FSIGNt
The following details of design and materials must accompany all irrigation designs: INK
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. Manufacturers specifications for the Irrigation pump,traveler and spdnkler(s).
7. Manufacturers 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. f
9. Irrigation pipes should not be Installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with six inch,Class 200 PVC gasket pipe and schedule 80 fittings.The system is designed
to accommodate the flow rates, flow velocities and pressure requirements associated with an Ag-Rain 30A traveler.Air
vents and thrust blocks are to be Installed as indicated on the drawing.The thrust block areas have been calculated and are
listed on sheet 4.This design requires the use of a .97"ring nozzle in the gun and each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is given on sheet 2.A detail of the
hydrant design Is included and specifies the type and size of fittings.All pipe shall be installed with a minimum of 30"of
cover and shall be backfilled in no less than three passes, leaving enough soil material above original grade to allow for
settling.The suction assembly for the power unit and pump to be used should be a minimum of 6"x 30'aluminum.A
pressure gauge should be installed on the discharge side of the pump where it can be seen during start up of the system.
SYSTEM START UP AND OPERATION
When setting up the reel, make sure it Is level and the stabilizer legs are down and secured. Engage the brake, then
disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. Engage transmission before disengaging the
brake. Prime the pump and start engine at Idle. Operate engine in a manner not to exceed 50 psi until a solid stream of water
Is exiting the gun,air is out of the line and pressure is slowly building on the gauge. Increase rpm's slowly until desired
pressure Is achieved.Set all safety switches to insure immediate shut down of the system should a problem arise.Also,set
the timer to shut off the pump at the time a pull will be completed. Check all safety switches on the reel after each start up to
Insure proper operation. Read and review the operator's manual for additional details on operating procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and traveler. Remove drain plug from gun cart and pull out the hose at
least halfway to purge enough water to protect from freezing.Wind hose back onto reel and replace drain plug.

Sheet?
CALCULATIONS
•.� Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.97 inches
Sprinkler Pressure: 70 psi
Flowrate(GPM): 155 gpm
Wetted Diameter. 290 feet
Lane Spacings
Desired Spacing (%); 70 %
Design Spacing(feet): 203 'PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 69 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.28 in/hr
300 degree arc= 0.33 in/hr
220 degree arc= 0.46 in/hr
180 degree arc= 0.56 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 2.49 ft/min
220 degree arc= 2.99 ft/min
180 degree arc= 4.98 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.`*
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 1.76 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 5
Total distance: 2000 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0.18 feeU100 feet
Max.Mainline Loss= 3.6 feet or 1.6 psi
Total Dynamic Head
Sprinkler Pressure: 70 psi
Loss through traveller. 28 psi
Elevation head: 1.7 psi
Mainline loss: 1.6 psi
Suction head and lift: 2.6 psi
5%fitting loss: 5.2 psi
TOTAL(TDH)= 109.1 psi or 251.9 feet
Horseaower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Rainbow B3J
Pump Efficiency: 45 %
Horsepower Req'd: 21.9 Hp
Thrust Blockina
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tbe: 4.4 ft2
45 degree elbow: 4.7 ft2
PIDe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max.Pressure on system when running: 109.1 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating,OK
Nit Positive Suction Head Check
Page 2

Sheet?
NPSHR: 32.34'-8'-.1'-1.17'=23.07'
NPSHR: <7' - 'from um curve
pump
if NPSHA>NPSHR OK
Page 3

Operator:Mike Hill(ASBUILT)County: Duplin Date:
_stance to nearest residence other than owner 0 feet
( )
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. — 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. — 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 349. 0
Inside top width (feet) ---------------------- 225.9
Top of dike elevation (feet) ----------------- 54.0
Bottom of lagoon elevation (feet) ------------ 40.4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 .2 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.2 3 .2 3 .2 3.2 342.6 219.5 12.6
AREA OF TOP
LENGTH * WIDTH =
342.6 219.5 75200.7 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
262. 0 138.9 36375.766 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
302.3 179.2 216650.12 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
75200.7 216650.1 36375.8 2.1
Total Designed Volume Available =689275.83 CU. FT

J '
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
349.0 225.9 78839.1 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 78839. 1 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 868032 gals. or 116047.1 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7. 0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 45989.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 49274.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 0 cubic feet
5C. 45989 cubic feet
5D. 49274 cubic feet

6. SUMMARY
Temporary storage period_______________-__> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall===== 7.5 inches
Freeboard=---= ______________________------> 1.0 feet
Side slopes=-------_______------------------____> 3.2 1
Inside top length===---------------------------> 349.0 feet
Inside top width______________-----__-=____> 225.9 feet
Top of dike elevation====___________________> 54.0 feet
Bottom of lagoon elevation__________________> 40.4 feet
Total required volume_______________---_____> 686511 cu. ft.
Actual design volume_______________________>689275.83 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 0.0 feet
Must be > or = to the SHWT elev.====_----=> 0.0 feet
Must be > or = to min. req. treatment el.=> 46.4 feet
Required minimum treatment volume======_____> 475200 cu. ft.
Volume at stop pumping elevation=====______=> -276424 cu. ft.
Start pumping elev._________------__-------__> 0.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 640001 cu. ft.
Volume at start pumping elevation===------__> -276424 cu. ft.
Required volume to be pumped__________------> 162037 cu. ft.
Actual volume to be pumped__________------__> 0 cu. ft.
Min. thickness of soil liner when required==> 2. 0 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1

T
r tl
Operator:Hill Check County: Duplin Date: 4/15/94
7stance to nearest residence other than owner) : 1800 feet
( )
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 475200 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 475200 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feeta t /lorr
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 350. 0
Inside top width feet 235. 0
Top of dike elevation (feet) ----------------- 54 . 0
Bottom of lagoon elevation (feet) ------------ 40.8
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) -------------- --- 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 344 . 0 229 . 0 12 . 2
AREA OF TOP
LENGTH * WIDTH =
344 . 0 229. 0 78776 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
270.8 155.8 42190. 64 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
307.4 192 . 4 236575. 04 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
78776. 0 236575. 0 42190. 6 2 . 0
Total Designed Volume Available =727001.42 CU. FT

_�----.
' .
5. TEMPORARY STORAGE REQUIRED
C05111
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350 . 0 235 .0 82250.0 square feet
'
Buz1dings (roof and lot water)
0 .0 square feet Describe this area .
TOTAL DA 82250 .0 square feet
Design temporary storage period to be l80 days .
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day l80 days
Volume = 868032 gals. or 116047 . 1 cubic feet
5B. Volume of wash water
� This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 - 0 gallons/day * lo�^ days s�orage/7 . 48 gallons
per CF
Volume = 0 . 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 70 inches
Volume = 7 . 0 in * DA / l2 inches per foot
Volume = 47979. 2 cub1c feet

-
5D Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 51406. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 116047 cubic feet
5B. 0 cubic feet
6C. 479�9 cuoIc feet
5D 51406 cubic feet
TOTAL 215432 cubic feet
6 SUMMARY
Temporary storage period====================> l80 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> l0 feet
Side
Insidefeet
Inside top width============================> 235 feet ,
Top of dike elevation 0 [eet
Bottom of lagoon elevation==================> 40 . 8 feet
\ Total required volume=======================> 690633 cu . ft *
Actual design volume========================> 72700l cu . ft . *
Seasonal high watertable elevation (SHWT)===> 46 . 5 feet
Stop pumping elev . ==========================> 49 . 6 feet *
Must be > or = to the SHWT elev . ==========� 46 . 5 feet
Must be > or = to min . req . treatment el . => 46 . 8 feet
Required minimum treatment volume===========> 475201 cu ft .
Volume at stop pumping elevation============> 478563 cu . ft
Start pumping elev =========================> 52 � 3 feet *
Must be at bottom of freeboard & 25 yr rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 675595 cu . ft
Volume at start pumping elevation===========> 672696 cu . ft .
Required volume to be pumped================> l60 26 4 cu ft . *
Actual volume planned to be pumped==========> l94l33 cu . ft . *
Min . thick f il li r when required==> l 9 feet
7 DESIGNED BY ' ~ APPROVED BY. ' ~='�
DATE / ���^��� �" � DATE � r '
. .~
NOTE ; SEE ATTACHED WASTE UTILIZATION PLAN /
COMMENTS; THAT
��»��^�
�T� CERTIFY-------------- ---------- ---- SCS DOES NOT
�
�l��
EXCAVATION AND
� ' _____________________________________ VOLUMES ARE CORRECT

/"
L�...--RATION AND MAINTENANCE PLC SHEET 1 OF
----------------------------__—
Th"tis lagoon is designed for waste t-reat-meat• (r+eraiatseiit• storage) and
1,310 days of t• risporary storage . The tirito required for t-he planned
fluid level (permanent• and t•ert p rary storage) to be reached may vary
due t.o sit-e cc+ndi t•io is, w1=at-her ,, f lush-ti'tig operat-ions, and t•hte amount.
of fresh t watt-er added t-o t-he syst•eris.
The designed t•erllporary st-orage consist-s of 180 days st•c+rag for :
(1 ) wast-e fry=r;t animals and (2) E ::cess rainfall after evaporat-ion . Also+
included is st.+C+rage for t-he 2S year -- 24 h'•Ir:+l..•Ir st•+C+rrfI t+_+I•' t•he I+_tcat•iotI .
The volume of wast-e gene r a t•ed f i"or;s a given number, �►f animals will be
1y t•�"S r•o l j o h o 1 i t. t�7! : `ef t'_t r et.'1. f r ct rr1 year t.
rainfall will vary from year t.o year . The 25 year -rainfal 1 will n+_tt•
be a factor to consider in an a'rt'Iiva1 f+umpting cycle, but. t•h"sis storage
volume urist; must. always be available .
A rft+:i irjtur:t elevat-ion is det-ermined in each design t-o C+egiii
pumping and t-his• is usually t•h"te c_ut•1et• hive t. of pipe( ') frctrtt
L+uilding **S*i . I f t- sty' ut•1et• r-+ic+e is i-rot. ir;st•L-tl1ed act. t•�',e elevat•iori t•t_+
begin PLAriIPiiig, a pei'•riIanerst• rr!ai:k:w_r• must. be inst•a11etJ at. t-'i-sis r.'1M''`iat•io3i
to indicate sJ-h e-I pturt1plifl+I st ou1d begin . Anelevat•1�r) rl11.:Ist. LL".tE•' ecSt-ablish-Ik.»'+...1
to s t•+...t[_c Fiurilpi i iq t-c-, ma i i i t•a i i t I clgoc-ti i t•r ea t•rttei It• depth"t.
F�1,arrS + i S+� C=tf I Ltd s t.ct�'t.ir+r} c_+1` 'L.�Ctpt tt'+� =(t• cl';! t•1 r11C li"..+C'�•�,�.at_er, t.f..t:_se t wcyt
eIe'vat•i+CSiis for t_tperat•iriq Ci_+ri've'liieficCam' as ems•it•C L+:+i1s�it•i+ t1"ta �ttMi'rlS.L.E• ;�a4rht as
weat'_-I It''!'' ) so i I s, C r o p, al id ►1:1 u i prf;ent• i ii +:+rdF..:r t.o app I 'f' w=t e ;rJ i t•h"t+Ctu
rton03' f 0 r• leaching
(""*' La-f-ld appIiCa'tt•ioii of waste water is reCt-•tgiiizertJ as an. aCce(.:.+t•a .tle
rftet•htt_td t--t# tJ-.!is�++_+sa.1 . �'i._ j ti i. tt ss of a�.pl it at•i ii i 1sc Iud f�.tI 1cj ='et.
center pivot., guns, and t•i`'a••ieli'i1g gun ir'i"igat•iorl . Cai"'t: Wisould Lb:'
t•ah:en wi"ttom•ii app1 v ing writ•?' t•r-1 {:::1arisage t•o ' C rops, .
The ft»+IIo►,ding it•erits• are t•o bw_ Cc:t't"'i"'i.1=•Cl i_'Ut• :
1 I t• is t•t•'r�i�tr S+..wl l y rec+:_trstr!'tei idh_d 1"1
:t'L. the t•i'ec'K t-is1k-'I tt• 1 agt_tor t be pre.
i y
L h'I ct i' !_'►� l:�Ct I t f L•t• car--H c i t•y�' t.o t prevent.. t�.f:.l:.t's s i'1/1' t_t'• tCt S''`_. during
st•Rrt•---UP . Pre--charging ret_iuces t•i"1c. C1t�tiFct~Yi'h•i''%l' •1tC<ft of t•s-Ie initial
waste eii 't•e i 11q t•4 to lagoon thereby ret_sLAl_ ing odors . St_+1 ids shou 1 d Lce
c'i+`.''ers'd wit•h"s effluent. at. all t•irsIes W`s'"!sn pr'ech"1ar•giiig is coris�:tlet•e,
f Iush"t bUi 1dings ',+ait•h's •s•i~::cyC le-J lag sri t. it_)t_aiL1 . �'� s�►t s*� tt•►�'i -It +i.iltJ iic.'�.
tte used for f Iusi-ting aft•ei: irii t•ial f i I I irite .
T h"1'E:' att.t.acht-ad wrts�t•e �dt•i l izc:.•1t•.it";t'�t C.Iai'i sh"firtI I btom•' '�'c:tl1(:twt�:d . �I`'lis
plan 'r ec or{trireiids s••z-trrtr l l iiU czi-rid t•es••t•ig tµt r w ast•e (see c+t•'i•ztC ti"Trite-ri'F•.i
be f t_+r,~ I a t s t.-J app.s. i s:-:t t•i t_t s"1
3 . Beg i ri t.ers•It io't'a i''y st.t tr rtga purrsr.--,wtat• of
t:I't 1 ett_:1t;ii;i-1 W1 ser'i f 1U i t...d
reaches t-he e?Ievat•3•C+ri S0.2 . 3 as risctrh::ed i+y perrisa;st+i-it. marker . Lt•titp purisp•
i tI,;f t• wi to i! the fluid level reaches e 1 eva t-i o;"i 4'=4 . � Tt-s i= t•eritpt_ti'a r.y
st•t_<ra+le, less .,:°Ct yr- '24 hi' r-..,t•o'!''rts, t.oiit•i-Z i ns 1 64t..2f-' c u�Di C. feet. or
1 ice:6,Z-7,1 6 gallons .

. -_ -
'
�_.
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (l ) inch and the recommended maximum application rate is 0 .3
inch *per hour . Refer to the waste utilization plan for further details .
`
5. Keep vegetation on the embankment and areas edjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets
S. Keep a minimum of 25 feat of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of l977 prohibits the discharge of
pollutanit.s into waters of the United States. The Department of
Environment, Health' and Natural Resources, Division of Environ-
mental Management' has the responsibility for enforcing this law .
'
(�

SHEET l OF 2
SPE C:I F I C:AT IONS FOR C:ONSTr:l.#C:T I Qiq l�F WA'3TE- TREATMENT LAGOONS
r-IFOUNDATION PREPARATION:
The •i++u»j��t��itt-i o s area of 1-her 1 acioci�'s embankment.{. I+ Find buildingy ,»�pad shall be
c3sMai'`%_'=d of S.•i �:es, logs, st•u�'sfps) �-•i,;o4•s, r brl.•#si'q"s, debris.
and rubbish.
i�.1 Ct'l• ..t Ct '4.i.+!'�+' +zli i_.+osi•S.•is«ii»i will be made of all debris. The t-op poi l from
t-he .lcsg+:ii:.+'fl and pad ct'S, ,;::t should be st.rippe+:i and t.i�Ck-pi led '#iw+r use on
t.ise dike avid pad icitaas. Af'i-e#t st-'stiFiF::+iji'g, 'k•F'Ie foundat•ion area of t•l-fe
i
.}.C,4-
�'t-o p l a c i iig St�S- e}}} }[{i r sL"t S{•}+�lift..a+...3 fJ. ( i�l...+wl:S r...i rfa:--�i{.Se}.� i1 a l._ l.c1.t i}ci,�:e}�4y.:i..3ai�}..};,.L•o�+': dJ.{...+bi...i o:».•:.:I}»:N.'+... i+S'�.�+,.I j•.
E,Y C:Av A*T l'ESN AND EAw THIF I LL FLAC.:Eh'i>E1`••1'T
i1"-Se C►_►ifsp.i:et-ed e c_avc'#•ioif and eart.hfi1l shall i.:+nfi-iri'fS t-o t-he lines,
it a-leis.. ems'}«s+::1 s1"so-wri ors -i-he Ea r t-h t i 1 I rfsa t, r i a 1 shall
be re-e of mat.er i a l such as sod, i"'t»iot.s+ f i"i»tZen soil ; 5t•osne s-tv.-::T%
!_.t 3 f'#c!fe"`.:r i1~l i.#+�.cfiiS1^'. lw'.f' } a1 ts:l o.,�_i-' Ir:'1'' obj e1..t-i+wiI1abl t�' rfSat-e1�i Ct l . �# o t1 fe ►-r.-m;te•1 jt.
I} '♦�• Wit}r- lJa [ �_ Iw, sir i_._� �s t• rs} r 3 c. C�-,;i ,-is_ used as fill .
shz:t.l 1 be i»+i''+.+u• ht• up in wtpt[:+#tt_i::::I rfIc!t•i~,I y hor i .'o1 I tia l layers f'sot. t.f,;i a:.;.c eis.t 9
i i Sc sh S I I f t•i•}1[.k}ec.--1• 1 iw 0S a f{l 01,iC t i-, •i_•i_t C e--wipa c f•i ca-.1 . Lit t=;'S I ct' ,:' f-
iq j ;
3h1 S ii,_ c•:.+rfsfr.•,zti.: t-ed by {.c �'fSp1el.•e c+wve f••EA9i_ wi t-1-4 t1lice' I Sct.-#.!. 3} !fg Ct1•Sd =•"L,1`_•rtdj.iSsD
equipment. +�s 1' �.1:•c{1'3 t��wt f't»'JS '}•i:i#•ffp i:19 1''+:.i l l e r or ct L'J's.•!'S•' equivalent fiSe .1 SQU .
C•i�+rf,t:+a c A.•I+:t f i w i I I b�' c+::t 1-i s i�l t�•1`e d Es�t e q ut a t•a ;w�'•-}e*-S I f i I I rf S�t t•e*`:# -i.it 1'� i_i�<_ti ice+f'
4»•►.= C+:ti�S +_t wi i' ' S•ti t•#-'SL +i�+1i� •f'S�-tt• :.C't•t.• lk'(fSC13' 3 -riot. 1't=cii: t. i ` t: t�-Lt�twL•l4iie.
_ i. THE-—�. ..- Y.'I._•... �, >r,i f�t rrr i •�1` _ i,... fR, i-, ,-,f.., ,_..,�{' s« ,i..• _r
:�; �.,».i rI S i,+� tom.s�.l`1E; F:w; r-[!3-; r~L r-s,..E 1y1 i r �� L ',.:. THE LINER i 14C.
e,}T, 10,,; 0 I s t '_+ PE f4 I F l C:PIT 10 N . T#"s e e rs'}}b tit s'i k%t'f};•l��n t c'� .�1--st» I a g<�i+�S'f's ha I I be
3'i t.•Gt! �i� �--i f tf-ig �• 5� cire :�iff��tF_.Pv i c us rfs:a t.e 1'i a S s f 1"'ot'1} t•I le- eclu i.red
e:,,1cF-•tvw t-io ns . Cof i's-i-ru1:.t•iofi of .i'i l l i S'v: .1.1.-,de 5 i=+fir'rcefit. for
I+et.t•Ie�rfl+%r'If' ., , i P-e= over !5 i't et. i .1 ht_:!'iqht- and 3r i.4—h ctf s lrfSpcs-Aridr ent.
1:y#_ifi A t•' ++i ; _> i t t=1~ '__ 'i 'C'�• S»i 1' r{1+:i 'fi»t t µ �..-ii S+.s,S`' '�.•ht^ j u'S i'»•i:1 i C'�•i s=i!f 1y..+•i �•t`}c:- NC*
iJ et i!} +}Gt i# k+� .��/ L trt ii+,3 r t'S L wS W j.::3 ij.'1}• .r t 1+:.' f i1 M i� �t{ L. '}!�W t� r # 'r f�N''!}1 .1{ «,I P'''i%a�_•� c•S t
'i•f~-ori} i•}-se c o•I fi t.•f'u�:t•ed f'}e i��f'St. to .}•}.•1lr` r•.«lt�ii.�S SL:t.•f'�i�lf!i �.i ir`+ of the cl.i ke .
1~ }•ec::tttt.tcxrSs shizt1 1 i.+a, t•::tKw t; t:r"V tIe, ` :_i_t-.,_:.F. 'fire-
pi~f:isic+'f'I iti`t+.: �,!r'i,i:�rf1t�!"i#.rt�• +.tf i.
.•� r !', i is ♦ . 'i ',•"'Y� � P'• a
i_..I NET.": , ;-•i1... 1`''1} }�•1_L?`il!_'1'i ;�_.��'f_;!_1 s 1"+ri:_1_+ F'I-s 1�:�::��lE`�;:�; S"'H L L~•� # � s' �
i`= �'i'F= . ! I':`•l� ;'.•_� F: ii"". F s r-}~r i_F:_: i�I+LL? WHEN 'THE E AT F �S..:r-iti�,
�•p i1 1,�.�;. •�• r.- ♦• _� r('y",'i i•' T +i }t'�'i�•r.. ._. ,-� 1 ♦'I'• � ,i r�� }y ti _r_ �j .i. ..
1 N`!'E..�# I G-r-s# I t jrl FL,E}._:Ji-,-% { •:O s.�`ii!�f f•s}s r•« '.�#': `'�i t�»i4� }.1#`•.•«Zt«!� Ti'��L1 1'1�1 i..r":I�I:. l:i
h !•- i"'r Y' t -.' i,S /'•• h i••,-•3", F t ." 1-', r^� i -THE
t /'••,
F'1=•l="i..t!..3�•i'i'LI,EG L}!)yam.l}•;fa r:.::t}•.{-,>,i!.i#"'-r 1 i�ti••; . �s _�...,�� i i`::Al... r'}-;C:t:�=, _•�:f•' �C1fi� 4_t1~. r1».jF'
7 a" t' -r 1 i i h �• f•••••r i»• }M•'r i'•r 5..•• I r ,+y !_ �•••, r�, P••r 'r i
i L :l''.1;;L!»iF)E 0 11'•i THE DE,.,I GNI W11-4E:�N L I#1i::R:»= f-RE. }";r:.t_i!-,�.RED Cif ..1..!'-!�� O I LS R'EP 0F'=;
!>•♦/h!,1f ai•r«'a`«'.•.• of ui1suit.•ab.S.e rfiat•eriiil aS•'l''.:' --T)Li::iU{1t., t•hify ",0iII l_Se OVElS-...
':%'.c ct� .t •�«''+� Leow1 if �'�i I t�'s eti•3i`' .i^s �•#fC i(�ie 1 Z 3.E:jj tie +t•f«} as- rfseasa)'ed
`FS �1L I cll'' i:•,.-, •i`S!;- 1'f"11 •�"'S iJS�eI+: r. TiSe f+�•iu1»ida.icii•'1 1"fall be 1baCkfi lSed
stc zz;prt:: i f:i.e+:..1 grade wi t-h a SICS app{"',:,ved ffsat•e•S»'i i:al :ie
,«, Y"r i� r» i r« 1 i"i T F♦ _"�• k i_" r i r i } 1. N' ��••-'r i•-' :1
IRZ Er, 'TO Tr-Ic ��C1I�•_+ I i�1•,,'�.•��1's�i:-sT I�+!•1 I I�.ir 1:.iE,MAT I i�3N I N THE !'==LIPIN:�; 'OIR' :_=i-�-(-. AL

:. SHEET 2 OF
Soil liner material shall come from an i5tp[_'+roved borre--ew area . . The
rfsi.itir{suM water c:ont.ent• of t-E"1e liner mat-erial sl•ial l `-<e optimum moisture
cont•i~'rst• which r lst-es t.C+ that. moist-ure cor:t- nt• when t-he soil is k.neaded
int-h'sC hand it. will forrfs a ball which does not: readily sCparat•SW . Wat-er
sf lal l be ar-J:ed t-o borrow as necessary i.•Ct 1'risui`•e proper moisture content
during p1aLeffie-ist• of t-he liner . The moisture coist.ent• Of t-he l i.rser
ffsi s •C 1~3 it �',s»t n{»+t• I�.+a; l tom' s L.i"sr`_ist +:-+F+t.] CfsUrf, wict 3" t»{'s s t l'st. Ct dr 3>s+ �w+ %t(.CZ! j i tt•.
The rf}a:::::i.rlurf, wat-er cont-ent relat-es t.t_I the sail material being t.t_o wet.
for efficient- Use Of h'iaul i.rlg egUiprfst^'sst. proper cofist.ac t•io s . Pi"'t»per
tcorfipac t•iori of t- F,e liner includes placement. i'r'1 :=► inch ich 1 i f't•s ai d
corfir--,act-ed t-o at. least. 90 percer-it. Of V-se A TM DG'9%=: Dry 1_4si t.
',,i }t_{1"S 4• c�c I s•i i{w i f,l»f' 111ir1 f•�'i' } Et J. 's4lS Ir'}'S fJS+-cc c.•I'i c_(1` I'1t»!1 c» a t•{}Ir•! Pi a% 1 L'U:H1
:hal l be --ca3,if ied rfs+�ist•etied as neede-d, before pIaceme 1t. Cc '..•1 it=' 1iex-t.
.1.LI-} •i'st C l ffi+»+E.t• I r;-;r c t r`-t•Ct i-s t- f c:i c-t-o r a-f f C C.'t-i n g t-h l e c tv e r t-. c C,rf}i:..t ct c t-e c-1 e-i%ri l e--
abi .l i t-y of e clay liner . o-1"ie r tlhar•} t- }e -t-ype Of is 1 rziy used for t•i',e
li-1er , is '#•i}e Cf fi1. iCist• cons't•ruC't+'.•ioS'1 Of l• --ie ::omtpac't.a=d i 3fie'1' .
The sequence i~r 4=q..4 i prfief s t- use arid U"'itw rd»u L•i rig +�'f !=_qu i pr,-}erst. 1 S s ct'1 S l::s-t- tb....
l isi•'sed �tat.-t-er►i helps assure i7l 'r-1}e Wi"icw+l E pIL tefises,-h. a i`sc-i
C'.+ffFi�1,SEtC:t-3.0 i f ti.t_tC;M':S. i'"I»c-f, rf,C,s C. c: 1ayr +_i ti i�• t�i t•arfi;»+I f 1+-j irc."' M�"ii~:-p�.J
011e1' i° Vs.,le Cc T--=-•F`c4L-tir=! t-ype it'd' C:c_tf1spaI_L•IO3I ►:'+:4U.11+ffsE,'j 111.
I I be, S.e s f 1"'cCtrfl L•f'a d 3.�.C•f i i�t r'��_cam' of ti;a s t•c- C»tt.•I';_1 et-
-LP «+. This can, l te done 1 't`� u s 'I}tg t_I f fi t' �_.�y'�t�+ t..t f e.'i i C 1"'cl y +i S S=B 1 r.I t.-t+-tit 1' E. 1�i�i i�%-•I
S.t i'' a t r is 1W:4 i lb le fw Cct-d t•� h°'t•�� t=c'f S '..'tit=A•t»✓ C:t:I.pet
11'1 1 t-e s'1,C:!.Ll.•3.'',/es i.cMc s t,+i I l s )e-f`s a{'w s y rs t- 1 tom''!•i C. I i 1-'3 t='r s a r'i i.E b��n.t.t:.c'i-t I s L•.
W i-'±e r, t•h=' •t•_'' c`t r!z' sV%eC i f i r::.'t::4 , ;=t+11t:s:i t.-i o'f%t:!•i c r=t's"i is i.•-1"'}.i t_ ::t c::ir"t �•t"t cam's.: 1 f i c.a't.:1 e;c-i-i 1=• i-t i,L-
IY-i C 1Ud- e c_I :-�it.i.I -Li13.s C.0—f{st• I Lt. iCcriS -,Bf: Cl 's i.i=�c'!•� c,crl.
r'JT04=F T RDD
t-u •cwt i t•1" lC f'I f:-.s sFt1 I t+e-:- CO"IE-A--f-•l.:li::t--etj uiitJer t•f-It: erfsba.�1:::/s}�•ri'i: 1'Y"s
:sh.s,»tw f.s crs..i a t•yr:"+3 c a 1 c 1"'+.tsi--:, c:+�c t•'3 s::S's in t-she t t�:t!S`�•. � -iL 'fi i'}is I C 1r�1•t't% 1 +»t.#. t•h'1e
i-
Ct;'t.I_t1 i 't•'i"c-`i;s:i'1 "1-ti I t:te t'_-'1�t-er'•ifrir"ir"_+'� by {:.<t:.t�•wr visi..iC.r'i tYt� i.f"s� foLsisitat i
fsii-!t•eri2t1.'s .
1 It'..._..,0-1- F"
t»: k,="i1 :+cSSS�-`.riik�i"Se. t11c � +::t1.•!-ft''f'' 4.c�t!"4' 1.t:t'fl,:w 1'1�1c l•.:`t»� c:t1t''::»:t st--ss:t � Lt�.' �•N�'t:�c�:�M_�'d
L.+t -t-he pl arli-Seo, •t.y�;t;?! o-� vCc3;r--it a. t o-i i its 5 it_tri E r_; f:cCc:�•_•J.bs a •t•-af% c Cc 3.3c -
'1. :t t:'t i 1 t� t t r t_ C r c y +
i o'S"i a L C. .r'' r I •iw t•f}_.. s e � ��'i"s c( s-IF-,C i f i C.c!t] twt r:�. S t�t� t=Z-+»c 1 L �!'S c..:t I.t.�t;� i-- i�1 wt L�C.f
+,+fl taretii= Cc t-r-;e d,1k.e aS1i-JS i_'tad t•i'_c �'+e E. Sk:if1r-<t:::t*rt-o','f seed3.rI or rfJt«•'eICI'"i
s h a 11 be. t_sc--d i f t.h-z' c 0 fITfse {i led €t►_1 r ri1Ct 1-ice'r,t- t:w"g-a t•rl t 0 u t. t t f ::}e;-::•(s0 r
c: ilt•t'z»• for '=t;'.t='c 3.1"t+ "t:'S`ff3w{'s SSA{"I't• t�+: R't•;�t�•:i c=c.fit�.fc:�tL,l�.C (»tk� Ct•ct;_t 1sf"i !� t�tt�. t + tc»tf S
�: ii_S _.j t't 1�� during t t.-1 }"'i A. irlt_;=3,t»tip t»t'�' �tt'�Ic'y'rt� �. �t=;3 1 5+.� S�,ct'!•�' .
AL-- REMOVAL OF 1E--XI.,--BTING TILE DRAIN"S'
t�s�I*''1tI t•13 c_4 1'Ct 3 1"i ,_t S�C r_`'1"11.c»cL:!!1'L•C�'t"' 'c r i.4 S 't•-i l w] l i be I'+e fflc=ty ti 't-cc :_t m.i i}i m •3ff}
t. }t:.: t.:+t.s�t• - -Je �.tMtt� Cc! B1.+:ci.tr� c»<'�' t.•{}t«' i-!i i': S
r } ed Ct r!d iC C, i fi Lt Et f' g i'c in c-1 a !s3 c»f S a

i
t
t
TY/�it�vG v,.r-w a.c O.v.E-sTA4F L9coo'd syJT_��7
C40 4✓,'*A �•rir lop c✓i�7'N
/4aitayG _l,2 SErTL�� Tbl aStE!Ar�ort/
��•40
5�33 _g`S.o
PIS
ti
8" gPJE</iDFgWITE�t•V S•r/Aa�n`v�
UPTO
�.#Aj VA s p Mtriudl. I S
,Bo rTa� I�icdw�r ,
cc

fit >r
SEEDING RECOMMENDATIONS
-----------------------
AREA 10 BE SEEDED : 3.0 ACRES
USE ! tic= 3ELO I'IIxTURE INDICATED: %
<0 LE;:, . FESCUE i3RASS (b CC) LBS :/ACRE
(LEST SUi (ED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDII•4G DATES : SEPTEMBER 15 TO NOVEMBER 30
IL0 LB . ' PENSACOLA' BAHIA GRASS 0 60 LBS' AC�2E
(SEE FOOTNOTE NO 1 )
SEEDING DATES: MARCH 15 TO JUNE'3
21 : >
LB * . HULLED BERMU04 GRASS @ o. LB'o /A
(SUITED FOR MOST SOIL CONDITION
SEEDING DATES: APRIL 1 TO JULYY
' y
0 LBS RVE GRA1I4 L 30 LBS . /ACRE ' (NURSER Y £SCUE)
12C* L6,S . RYE GRASS 0 .40 LBS. /ACRE (TEMPO' `:
TATION)
lookSEEDING DATES: DEC:EMBER I TO MARC4t µ
A' '
LO' .
-------------------------------
'APPLY THE FULLOWING :
;V00 LBS . OF 10-10-10 FERTILIZER ( 1000 LB. ,h. AtFiE'S `
6 TON*ci OF DOLOI''11TIC LIME (2 "TONS/ACRE)':. .,
00 BALE$ CIF SMALL. GRAIN STRAW 000 BALE 3 ;I1
I"
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO ING . SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVIE, :`COMPLETED :
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE;', 0 4 INCH
SMOOTV i IEEDE-ED . APPLY SEED AND FIRM SEEDBED ,W DLTIPACbER a
OR SIMILAR EQUIPMENT : APPLY MULCH AND SECUREI. 'MULCH 7
ANCHORING TOOL. OR NETTING: f.
1 . F'LhJSAI_GLA E+AIiIAGRASS IS. SLOWER TU ESTABLISNx ;COMMON
CkrIUDA GRASS . WHEN USING BAHIA, IT IS RE ' ,D .TjiAT a
I @S . /AC.RE OF COMMON BERMUDA BE INCLUDED T :13 R ki" 1
l,NTIL E:(;HIAGRA'3`o I ESTABLISHED

-34
U. S. Department of Agriculture NC-ENG
Soil Conservation Service � Septembberer
1980
File Code: 210
oo"
HAZARD CLASSIFICATION DATA .SHEET FOR 4hVYj-
Landowner— /A i Ac A i County la o l i o
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam l .$ Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigatio - .
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: width: Slope: Land- Use Improvements Above :Floodwater Above
: Flood Plain: Flood Plain
Ft.- ti Ft. % Ft. t.
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Describe potential for loss of life and damage to existing�I r probable future downstream
improvements from a sudden breach Nye Ann. 600-F�- -}-o I�P'�r►^J' Ma�s�► �'^
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Hazard Classification of Dam ( b, c) (see NEM-Part 520.21)
Let I�:kA
Oaf• Classification (I, II, III, (IV, V)
By Date
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Concurred By ��� Date-,V./ �!
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NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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TYPES OF hIATEF' ' L ENCOUNTERED 1N BORINGS
(Use c of systems below) `
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
C-Poorly graded gravels s-sand
,C,-Silty gravels; gravel-sand-silt mix vfs-very•fine sand
GC-Clayey grave1c; gravel-sand-clay mix sl-sandy loam _
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam ' -
SP-Poorly graded sands I-.loam,
Shl-Silty sand gl-gravelly. loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy orclayey silt s.il-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity. sicl-silty clay loam ,
1AH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
*OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embaalnent is available C)Yee o No 'Undlcale where located on the sketch on ,
ass side!
REMARKS:
2. Explain hazards requiring special attention in design (Seepage.spftnv..�etcj
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SK=H OF PROPOSED*POND SHOWING WHERE BORINGS W`ERE MADE (Appyox. gica.1c 111=_feet-f
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EMERGENCY ACTION PLAN
PROW N1 IMRFR S
DWQ q1V -3W -3900
EMERGENCY MANAGEMENT SYSTEM —,N6 -4RI60
SWCD
NRC S — — I
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: flhp6r.-v % AAe 4,A
b. Contractors Address:
c. Contractors Phone: c=qY 27,5 -/a 0
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: L)!&Ib ar 00-C9
b. Phone: q,b_!ZA6 -X1a1
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
r
3 December 18, 1996

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 stich 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 I-and is dry enough to
receive lagoon liquid. This yvill 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 Iagoon 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 conditicn 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 I3aoon level will rise with a ceetain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning.irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.2.5 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 lir:.a at the rate of 1 pound per '. )00 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 lever 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 tf a 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 soi I 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 slud a will increase the amount of odor at the waste application site.
Extra precaution shout be used to observe the %vind 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 zwertop 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.

l
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production P4 Vegetative or wooded buffers;
IA Recommended best management practices;
18 Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals O Dry floors
Floor surfaces • Wet manure-covered floors Slotted floors;
�J Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; to Frequent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile P-ases; O Fan maintenance;
• Dust Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling O Extend fill to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge 1 ines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawd own
AMOC-November 11, 1996,Page 3

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

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition f 1 Complete covering of carcasses in burial pits;
Proper location/construction of disposal pits
Incinerators • Incomplete combustion n Secondary stack burners
Standing water around • Improper drainage; Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; .0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters • Accumulation of Solids CC3� Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O� Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids 2"* Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Or Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
nr.,cvectPn,r.
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
O 00 pr and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

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

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 must be at least 300 feet from any flowing stream or public
body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ 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)
December 18, 1996