710022_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 „•, �9'+t '
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: 71-0022 Certificate Of Coverage Number: AWS710022
2. Facility Name: Fennert&Brewster Nurser
3. Landowner's Name(same as on the Waste Management Plan): Jane Mitchell-Norland
4. Landowner's Mailing Address: 264 Mar-JoN Dr
City: Dunn State: NC Zip: 28334-6785
Telephone Number: 910-892-5810 Ext. E-mail: 'fnorlandra hotmail.com
5. Facility's Physical Address: 6450 Point Caswell Rd
City: Dunn State: NC Zip: 28334
6. County where Facility is located: Pender
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"): f n,j � e[(r J_S
10. Operator Name(OIC): Jane F.Norland Phone No.: 910-990-1965 OIC#: 16462
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-Wean.to Feeder 5,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S.REGAN -..
Secrerary °H'•'"�''
LINDA CULPEPPER NORTH CAROLINA
Director Fnrtrunmental Quality
February 27,2019
Jane Mitchell-Norland
Fennert&Brewster Nursery
264 Mar-Joy Dr
Dunn,NC 28334-6785
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at httgs://deLi.nc.izov/about/divisions/water-resources/water-Quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Dischar a General Permitsyou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
ExpidW State Non-Discharge General Permit." The a plication form must be completed, signed and returned by April 1 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan ICAWMPI with the
completed and sitrned applicadon form. A list of items included in the CAWMP can be found on page 2 of the renewal
aMplication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files-AWS710022
MuMhhy-Brown LLC
North Carolina Department of Environmental Quality I Oi%ision of Water Resources
512 N.Salisbury St.1 1636 Mail Service Center I Rale4h,North Carolina 276994636

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 xecutiv7oicer of the corporation):
Name: �O( O r r Title: Si] L Cl I?e_11�_ _
Signature: r Date: ,Z /
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

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)
BWT 19.50
FNT 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
I. 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]

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ � (d�%L—­7 o't.l3
EMERGENCY MANAGEMENT SYSTEM 1:1 l
S WCD 1.
r`C l ,
NRCS 7 1(:s
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.
1 December 18, 1996

D: Leakage from flush systems, houses, solid separators-action include:
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 flowing
leaks-possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
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 - - .
2 December 18, 1996

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.
5: Contact the contractor of your choice to begin repair of problem to minimize off-site damage.
a. Contractors Name: `-} e r
b. Contractors Address: '
c. Contractors Phone:��
6: Contact the technical specialist who certified the lagoon(NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
1
3 December 18, 1996

Murphy-Brown, LLC 10/1/2014 P.O. Box 856
Warsaw, NC 28398
UTRIENT UTILIZATION PLAN
Grower(s); Jane Norland
Farm Name: Fennert&Brewster Nurseries
County: Pender
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 5200
Wean to Finish
Feeder to Finish
Storage Structure: _ Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
t
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils,when it is raining,or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan Is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meats the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,W,tons,etc.):
Capselty no Waste Produced pff Animal Total
Farrow to Wean 3212 galtyr gal/yr
Farrow to Feeder 4015 gal/yr gal/yr
Farrow to Finish 10585 gal/yr gal/yr
5200 Wean to Feeder 223 gal/yr 1,159,600 gal/yr
Wean to Finish an gal/yr gal/yr
Feeder to Finish 986 gallyr
Total 1,159,600 gaWr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Nitrogen Produced perAnlmal Total
Farrow to Wean 5.4 Ibstyr Ibstyr
Farrow to Feeder 6.5 Ibstyr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
5200 Wean to Feeder 0.48 Ibstyr Z496 Ibstyr
Wean to Finish 1.96 Ibs/yr Ibs/yr
Feeder to Finish .2.3 lbstyr lbsl r
Total 2,496 t r
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste In a timely manner.
LAND UTILIZATION SUMMARY
The following table,describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 28A
Total N Required let Year: 4124.7
Total N Required 2nd Year: 189111.4
Average Annual Nitrogen Requirement of Crops: 3,011.55
Total Nitrogen Produced by Farr: 2,496.00
Nitrogen Balance for Crops: (515.55)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for INs
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Soil 1st Chop Time to let Crop 1st Crop Lbs NIAc Lbs N Total tbs N 2nd Crop Tiara to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total tbs K TOW Toni WSW
Acreage Type Code AvDly Yield Ibs MUM Residual /At Utilized Code Apply Yield Ibs MUM Residual Me Utilized Lbs NIA; Utilized
73537 1 9 Norfolk D 1 Feb15-June 138.0 1.25 15 158 1417.5 h -April 60 2.4• 144 1298 1 301.5 2713.5
T3537 2 4.2 Goldsboro D FeblS,lune 156.0 1.25 15 180 756 N Srpt April 1 65 2.4 156 655 936 1411.2
,Optional
T3537 2 4.2 9-lUsboro M91et H Ma- 5.5 51 281 1178.1 K Se rit 1 50 50 210 330.5 1388.1
T3537 2
Totals. 13.2 2173.5 1951.2 ar24.7
3(a)of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Toms to ist Crop 1st Crop Lbs WAc Lbs N Total lbs w 2nd Crop Titms to 2nd Crop 2nd Crop Lbs WAc Lbs N Toal lbs n Tonal Total Ibs tt
Acreage Type Code AvvIv Yield Me N/Unit Residual /Ac Utilized Code Apply Yield lbs N/Unit Residual /Ac Udltmd Lbs WAc Utilized
T3537 1 9 Nmfdk O AprikSoptl5l 35.0 4 140 260 0 0 i 140 1260
T3537 2 4.2 Goldsboro O Aprik5epli 38.0 4 152 639.4 0 0 1 152 638!1
Totals: 13.E 1098.4 D 7l181L4
3(b)of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future,regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted-fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed
through grazing,hay,and/or silage. Where grazing,plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc,is to be removed for hay or silage,care
should be exercised not to let small grain reach maturity,espeaagy late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will detinately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage Just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain,etc,is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass-Hay 50 Ibs N/ton
D Corn-Grain 1.25 Ibs N/bushel
E Corn-Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N/Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue-Hay 50 Ibs N/ton
I Oats 1.31bs N/bushel
J Rye 2.4 Ibs N/bushel
K Small Grain-Grazed 50 Ibs N/acre
L Small Grain-Hay 50 The N/acre
M Grain Sorghum 2.5 Ibs N/awt
N Wheat 2.4 Ibs N/bushel
O Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be,more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
i
4of8
1

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAwyrianimal _ Farm Total:v l
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
5200 Wean to Feeder 0.072 374.4
Wean to Finish 0.306
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 374.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 1872 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 6 somas of land. If you apply the sludge
to cram at a rate of 125 pounds per acre,you will need 14.976 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the Intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size,and organic solids. The applicatioh amount should not.
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop iNhr *inches
T3537 1 r Norfolk D 0.5 1
2 Goldsboro D 0.4 1
T3537 Optional
T3537 2 Goldsboro Millet(H) 0.4 1
2
6of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Fennert&Brewster Nurseries
Owner: Jane Norland
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and _
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above.. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described In this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
.This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be evailabl review by NCDWQ upon uest.
Ix
Name of Facility Owner: J G h
n
Signature:
Date
Name of Manager(If difrerent from owner):
Signature:
Date
Name of Technical Specialist: Toni W.Kin
Afflllatlon: Mu h -Brawn, LLC.
Address: 2822 Hwy 24 West,PO Drawer 866
Warsaw,NC 28396
Telephone: [phone]
Signature: C) — c�
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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, helshe 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 Utilization Plan
when there is a change,In the operation, increase in the number of animals, method of
application, recieving 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 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).
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
files.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
1 of 3
i

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
11 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 than 25 feet to perennial waters.
Animal waste shall not be applied closer than 100 feet to wells.
12
Animal waste shall not be applied closer than 200 feet of dwellings other than those
13 owned.by the landowner,
Waste shall be applied in a manner not to reach other property and public right-of-ways.
14
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted cropland
15 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.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks,etc., shall
not be discharged into the animal waste management system.
16
f
2of3

Map Page 1 of 1
, f
r
,r14 7 t �• ..�_
=ti
r �
r
]- A
Scale: 1:500
pen,-Ie-r Coynf�
PIN:2258-73-7207-0000 PLAT:00220008
NAME:MITCHELL SANE F ACCOUNT:591704.000000
ADDR:C/O SANE NORLAND.264 MAR-30Y DRIVE TOWNSHIP:108
CITY:DUNN TNSH DESC:COLUMBIA
STATE:NC ACRES:64.43
ZIP:28334 LAND VALUE:$144,826.00
PROPERTY ADDRESS:6989 POINT CASWELL RD BUILDING VALUE:$227,329.00
PROPERTY DESCRIPTON:ON W/S 1128 MAP TOTAL VALUE:$372,155.00
22/8 MURPHY 2600 NURSERY DEFERRED VALUE:$0.00
DATE:9/13/1990 SUBDIVISION:Null
SALE PRICE:$84,000.00 ZONE:RA
TAX CODES:G01 F28 R40
http://gis.pendercountync.gov/newgis/site/PrintTemplates/PrintOut.aspx 2/13/2013

Ponder Coun F SA Wetland Determination Identifiers Disclaimer:Wetland Identifiers do not represent the size,shape,
Restricted Use or specific determination of the area. Refer to your original Acre Crop EL RP
determination(CPA-026 and attached maps)for exact wetland — ._a
� Limited Restrictions boundaries and determinations,or contact NRCS.
Farm 750 Tract 3537
Fxemot from Conservation Compliance Novlslons
18 .1 C N
2 6.45 N
3 4.06 N
- 4 3.21 N
5 4.5 N
6 2. 9 N
i'
'L
a 300 600 900 1200 Feet
Map for F5A purposes only Total Cropland Acres
39.3

Soil Map—Pender County,North Carolina
(Jane Norland)
m
761.00 761300 761400 761500 761600 761700 761800 761900 762000 762100 762200 762300 762400 762500 762600 762700 762800 762900
34°31'53"
34°31'52"
'14 -o
m
p _-
V Z� lOfl
l+ml {Nm+l
lid �
� M
_ O
N 1I a
Y m
M
jr
N �
(7
� m
M
N f �Ii�
•. t7
O O
M
34°31'16" 34°31'13"
761200 761300 761400 761500 761600 761700 761800 761900 762000 762100 762200 762300 762400 762500 762600 762700 762800 762900 n
Map Scale:1:8,640 if printed on A size(8.5"x 11")sheet
ro
� N Meters n
n 0 100 200 400 600
N Feet
0 450 900 1,800 2'700
Natural Resources Web Soil Survey 2/13/2013
wftimL Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Pender County,North Carolina Jane Norland
Map Unit Legend
Ponder County,North Carolina(NC141)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AuB Autryville fine sand,1 to 4 percent slopes 21.2 6.6%
Fo Foreston loamy fine sand 1.0 0.3%
GoA Goldsboro fine sandy loam,0 to 2 percent 98.2 30.6%
slopes
Me Meggett loam 22.6 7.0%
Mk Muckalee loam,frequently flooded 14.9 4.6%
NoA Norfolk loamy fine sand,0 to 2 percent slopes 115.7 36.1%
NoB Norfolk loamy fine sand,2 to 6 percent slopes 13.4 4.2%
Ra Rains fine sandy loam 33.9 10.6%
Totals for Area of Interest 320.9 100.0°k
Natural Resources Web Soil Survey 2/13/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

L
Soil Map-Pender County,North Carolina
(Jane Norland)
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) ( Very Stony Spot Map Scale: 1:8,540 if printed on A size(8.5"x 11")sheet.
Q area of Interest(AOI) Wet Spot The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils A Other
Soil Map units Warning:Soil Map may not be valid at this scale.
Special Line Features
Enlargement of maps beyond the scale of mapping can cause
Special Point Features Gully
Blowout misunderstanding of the detail of mapping and accuracy of soil line
Short Steep Slope .placement.The maps do not show the small areas of contrasting
® Borrow Pit Other soils that could have been shown at a more detailed scale.
-
Clay Spot Please rely on the bar scale on each ma sheet for accurate ma
Political Features Y p p
Closed Depression Cities measurements.
X Gravel Pit water Features Source of Map: Natural Resources Conservation Service
Gravelly Spot Streams and Canals Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
Landfill Transportation This product is generated from the USDA-NRCS certified data as of
Lava Flow +++ Rails the version date(s)listed below.
,J& Marsh or swamp Interstate Highways Soil Survey Area: Pender County,North Carolina
R Mine or Quarry US Routes Survey Area Data: Version 13,Sep 14,2012
oQ Miscellaneous Water Major Roads Date(s)aerial images were photographed: 6/30/2006
© Perennial Water -ti Local Roads The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
v Rock Outcrop imagery displayed on these maps.As a result,some minor shifting
+ saline Spot of map unit boundaries may be evident.
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
S Spoil Area
Stony Spot
USDA Natural Resources Web Soil Survey 2/13/2013
;� Conservation Service National Cooperative Soil Survey Page 2 of 3

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system is designed and operated
,sufficiently to remove accumulated solids from
gutters as designed.
[remove bridging of accumulated solids at
. =discharge
Lagoons and Pits • Crusted Solids Fj
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-
_ inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Design,operate and maintain feed systems(e.g.,
Uunkers and troughs)to minimize die
accumulation of decaying wastage.
Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
4-1 Inspect for and remove or break up accumulated
,i solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1

_ Source e `Y Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
C1 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 0 Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal. YL M
0 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
x 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.
9
NAME OF LANDOWNER DATE
A-l7-7-7
TECHNICAL SPECIALIST DATE
AMIC 'ovember 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
_ Source��— use Ca BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production getative or wooded buffers;
ecommended best management practices;
ood judgment and common sense .
Animal body surfaces • Dirty manure-covered animals ry floors
Floor surfaces • Wet manure-covered floors lotted floors;
aterers located over slotted floors;
ceders at high end of solid floors;
Scrape manure buildup from floors;
O nderfloor ventilation for drying
Manure collection pits • Urine; T Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
0 Jnderfloor ventilation
Ventilation exhaust fans • Volatile gases; --an maintenance;
Dust •fftcient air movement
Indoor surfaces a Dust Washdown between groups of animals;
Feed additives;
13 feeder covers;
C] Feed delivery downspout extenders to feeder
_ covers
Flush tanks • Agitation of recycled lagoon ^0 .J'lush tank covers;
liquid while tanks are filling �F1, Extend Fill lines to near bottom of tanks with
_ anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance �1 J
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits n /�
liquid while pits are filling with anti-siphon vents `f1
Lift stations • Agitation during sump tank C3 Sump tank covers p�,�l�
filling and drawdown
Outside drain collection • Agitation during wastewater 13 Box covers
or junction boxes conveyance
AMC November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 'roper lagoon liquid capacity;
• Biological mixing; Correct lagoon startup procedures;
• Agitation inimum surface area-to-volume ratio; _
Minimum agitation when.pumping;
❑ Mechanical aeration;
/i
❑lyroven biological additives
Irrigation sprinkler 0 High pressure agitation; igate on dry days with little or no wind;
nozzles . Wind drift inimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying Cl Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.; n^/l
surfaces lA
17 Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits Cl Proper location/construction ol'disposal pits
Incinerators • Incomplete combustion ❑ Secondary stack burners
AMOC-November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto . Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information: Available From
Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Fart 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 103-83 NCSU-BAE
Calibration of Manure-and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental 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
( 4
NAME F LANDOWNER DATE
TECHINCAL SPECIALIST DATE
4
AMA -November 11, 1996, Page 5

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. '
r i Rendering at a rendering plant licensed under G.S. I06-168.7
i
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
a Any method which in the professional opinion of the State Veterinarian would
I 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)
AME OF. LANDOWNER DATE q
TECHNICAL SPECIALIST DATE
December 18, 1996

_ - '
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
_ Liquid Systems
Flush Gutters Accumulation of solids Flush system is designed and operated
ufficiently to remove accumulated solids from
gutters as designed.
F emove bridging of accumulated solids at
___ _ _ Discharge
Lagoons and Pits Crusted Solids _ Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage IM Design,operate and maintain feed systems(e.g.,
inkers and troughs)to minimize the
accumulation of decaying wastage.
f Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter). _
Feed Storage Accumulations of feed residues 0Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g,,
covered bin for brewer's grain and similar high
moisture grain products).
/(I Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AM1C-November 11, 1996, Page 1

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 17 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal. I $ )A
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 p Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for.land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and 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 Stale University,
Raleigh,NC,27695-7613.
NAME OF LANDOWNER DATE
_ Ja-17-7-7 _
TECHNICAL SPECIALIST DATE
AMIC 'ovember 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
T� Source _ se__Cau Dugs to Min tmize Odor Site Specific Practices
Farmstead • Swine production getative or wooded buffers;
ecommended best management practices;
ood judgment and common sense
Animal body surfaces a Dirty manure-covered animals ry floors
Floor surfaces • Wet manure-covered floors lotted floors;
aterers located over slotted floors;
eeders at high end of solid floors;
Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
'Cl nderfloor ventilation
_4Ventilation exhaust fans • Volatile-gases; --an maintenance;
Dust fficient air movement
Indoor surfaces Dust ashdown between groups of animals;
��Feed additives;
Feeder covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O/rlush tank covers;
liquid while tanks are filling �17( Extend fill lines to near bottom of tanks with
_ anti-siphon vents
Flush alleys Agitation during wastewater D Underfloor flush with underfloor ventilation q�
conveyance !1 J
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits n /�
liquid while pits are filling with'anti-siphon vents `y1
Lift stations • Agitation during sump tank O Sump tank covers pnl�
filling and drawdown
Outside drain collection Agitation during wastewater 13 Box covers /aL
or junction boxes conveyance
AMC November 11, 1996, Page 3

Source Cause DMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance agoon liquid level
Lagoon surfaces • Volatile gas emissions; 'roper lagoon liquid capacity;
• Biological mixing; Correct lagoon startup procedures;
m
• Agitation inimu surface area-to-volume ratio;
Minimum agitation when.pumping;
A
Cl Mechanical aeration;
Cl roven biological additives
Irrigation sprinkler 0 High pressure agitation; igate on dry days with little or no wind;
nozzles . Wind drift Zinimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; CI Bottom or midlevel loading;
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emptying 13 Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level; Y 6 /A
• Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use; rV A
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces � /A
❑ Spread in thin uniform layers for rapid drying;
❑ roven biological additives or oxidants
Dead animals • Carcass decomposition 110, Proper disposition of carcasses
Dead animal disposal 0 Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction ol•disposal pits !J
Incinerators • Incomplete combustion ❑ Secondary stack burners
AMOC-November 11, 1996, Page 4

_Source Cause BMPs to Minimize Odor -Rile Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains --
facilities . Microbial decomposition of it ay from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information : _Available From:
Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure-and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental 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
NAME OF LANDOWNER ~DATE
TECHINCAL SPECIALIST DATE
AMA -November 11, 1996, Page 5

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. I06-I68.7
❑ 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
Cl 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)
AME OF. LANDOWNER DATE
TECHNICAL SPECIALIST DATE
• December 18, 1996

O-V/ /98 THU 18:37 FAX [phone] USDA NRCS :AREA 3 BURGAW Z 002
UN.ITZD STATES 5 N-ATURAL
O'I'UEP'l-TMETIT FED. BLDG. , RM. 1 Q 8
AGRICULTURE RESOURCES 134 NOAtH JORN STREET
CONSERVATION GOLDSBORO, IJC 2 753 0
SERVICE 919-734-0961
SUBJECT: ENG - irrigation System
DATE: March 12 , 1998
Jane Mitchell Farm
Fender County
TO: Jason Turner
FILE CODE: 210
Ag Cost Share Technician
On March 12, 1998 Kayrn Pageau and I reviewed with you and Marilyn,Stowell the irrigation layout and design revisions for Mane Mitchell ' s
5200 head wean to feeder swine operation as designed and layed cut by
Mr. Craig Westerbeek. The irrigation system appears to fit the design
layout and the plan revisions address the concerns we had with the
original design. The layout sheet for the system showed a 50 feet
buffer from the property line but we actually measured the buffer to
be only 41 feet at design discharge. Please bring this to Mr.
Westerbeek' s attention. Please let us know if we can be of any
further assistance.
Dean K, 8ingharn
Supervisory Civil Engineer
Cc : Marilym Stowell
Kayrn Pageau

NOV 2 4 7997
UN, TED.. STATES NATURAL FED. BLDG. , RM. 108
DEPARTMENT RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Irrigation System Plan DATE : November 18, 1997
Jane Mitchell Farm
Pender County
TO: Jason Turner FILE CODE: 210
District Technician
Kartyn Pageau and I have reviewed the subject irrigation plan and
attached are items needed for us to complete our review. In addition,
I discussed some concerns I have with the plan with Craig Westerbeck
on November 18 by phone . These additional items that he will address
include :
1 . An evaluation of the existing system is needed and an operation
plan showing how the partial circle sprinklers will work. The
irrigation parameters tables should be completed for this system.
2 . Normally, it is recommended that the hydrant spacing for gun
sprinklers be 60 percent of the wetted diameter. This system was
designed at 65 percent . Attached is an Extension Service bulletin
that supports a 60 percent maximum spacing.
3 . Computations indicate the operator will need to operate the
irrigation system 74 . 5 days or 41 percent of the temporary storage
period. The operation plan needs to address the intensive
scheduling of irrigation to accomplish this .
4 . Documents in the plan indicate the mainline leaving the pump is 3-
inch in diameter. Mr. Westerbeck will need to reevaluate the - TDH
to reflect this . He indicated by phone that the 3-inch line may be
abandoned and 4-inch installed.
5 . While discussing the irrigation plan with Craig, we both realized
that the Waste Utilization Plan sent to me was different than the
one he used in preparing the irrigation plan. His plan showed all
fescue and the one sent me shows fescue and bermudagrass control
grazed. Please make Craig aware of any changes to the plan he
received. Cropping system is very important when considering
irrigation scheduling.
In addition to the requested revisions, I will need to review the
system as staked. The staking is to include the location of the main
and laterals, risers and pumping unit . Please contact me to schedule
review of the staked system and irrigation plan revisions.
can K. Ang'hrm�
Supervisory Civil Engineer
attachment
cc : Marilyn Stowell
Kar/w Ptak

Jane Mitchell Farm
Animal Wastewater Land Application System Plans
Items Needed: (corresponds to numbers on "Design Check List")
1) Waste Utilization Plan
Operator has acceptable waste utilization plan - needs insect control, odor, and mortality
checklists, * areas indicated as acceptable
to apply waste conflict with irrigation
design
2) Field Specifications =kect
lh t /G d w C,&t S 11L
3) Working Map or Sketch
- Legible to scale map or sketch with north arrow(missing). Scale not indicated.
- Surrounding water wells are not located.-
- Critical elevations that are used in total dynamic head calculations are missing from map
- Location of all thrust blocks not indicated S�.w o•. s ��c��
4) Irrigation Design Parameters
-B- Specification on method of connection of the sprinkler gun to the lateral line to include
materials required and method of connection to the lateral line are missing
-D- Size,type, and pressure rating of pipelines are shown on the working mp or sketch, ?
pressure rating of pipe in narrative suggests lass 150 PV this should be checked
- Computations for spacing of hydrants and lines are not shown CcsY asrW a% rrco.....•�.J
- Computations of velocity in main lines from equation's on pipe chart
- Pipeline installation specifications including depth of coverage, type of connection and
method of backfill and compaction are not shown
5) Pump and Power Drive Requirements
Static discharge head computations - is this the elevation head stated?
- Computations of the Net Positive Suction Head Available(NPSHA). Insure that NPSHA
is greater than NPSHR. are not shown
method of connecting suction pipe to suction inlet not shown
6) Operation, Maintenance, and Calibration
Calibration procedures(recommend materials developed by Dr. Evans and Dr. Barker be
included with the design) are missing

North�- Carolina
Cooperative Extension Service
NORTH CAROLINA STATE UNIVERSITY
COLLEGE OF AGRICULTURE&LIFE SCIENCES
DEPARTMENT OF BIOLOGICAL&AGRICULTURAL ENGINEERING
AGRI - WASTE MANAGEMENT
Information Needed for Cost Share on
Irrigation Dry Hydrants in Waste Management Systems
► As the guidelines are interpreted for cost share ► With traveling gun sprinklers, hydrant spacing is
on dry hydrants, the applicant must have normally 70-80% of sprinkler diameter(75%is a
irrigation equipment (traveler or big guns). Cost good range for design).
share is limited to 75% of the average cost of
pipe, fixtures, risers and installation on a If gun sprinklers are used on dry hydrants,
maximum of 2,640 feet of underground pipe and hydrant spacing(both in the lateral line direction
75% of actual cost of a pump used only for and between lateral lines) should not exceed
animal waste handling,not to exceed $2,400 (to 60% of effective sprinkler diameter based on
include all costs, i.e., wiring, electrical work, manufacturers'literature (gun operating pressure
installation costs, concrete, etc.). While the at the most distant location from the pump or at
instructions are somewhat unclear on the pump, the highest elevation,whichever is lowest). In
apparently pump costs are covered. operating the system, two adjacent sprinklers
should never be operated at one time. This
► Pipe should be sized so that the flow velocity should reduce the potential for runoff.
should not exceed five(5) feet per second (fps).
In exceptional cases,it might be permissible to ► Any gun sp er,whether stationary or traveler,
go to 5.5 fps velocity,but that should be for a should be operated when wind speed is at a
short line (less than 1000 feet)with adequate air minimum (five (5) miles per hour or less).
relief,pressure relief and vacuum relief valves.
► Traveling gun sprinklers can be operated where
► The system should be designed to provide the gun is operated in a part circle or full circle
adequate pressure to break up the waste water mode. When the gun is operated part circle, the
and give uniform distribution of the effluent. application rate is increased,which increases the
The pressure required will depend on the potential for runoff. As an example,if a gun is
particular sprinkler and model number, but in no operated half circle, the application rate is
case should it be less than 50 psi. There are doubled. For most guns operated full circle, the
some low pressure gun sprinklers, but most gun overall application rate is 030 inch per hour or
sprinklers need 70-90 psi at the nozzle tip. greater, and there are parts of the circle where
the application rate can double.
► Both tapered bore and ring orifice gun nozzles
can be used. The tapered bore nozzle tends to ► When operating a land application system, the
give a larger diameter of coverage at the same maximum effluent applied at one time should not
flow rate and pressure than a ring orifice. exceed one inch(0.5 to 0.75 inch is preferable).
Employment and program opportunities are offered to all people regardless of race,color,national origin,sex.age or handicap. North
Carolina State University,North Carolina A&T State University,U.S.Department of Agriculture,and local governments cooperating.

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1`iJ.'�r'.''•,�.j s,�. `a :::lili .r ew'�, 'Y= : i.4•:..•z�,,� `{ r ,,�,fy
i c]2r?'1�. � �" {C�•R:+v.• .JF'.ti '+i_'�yLark, ���': "Y. � \�11 � .
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DATE 1-2-486
BERKELEY TYPE "B" RATING CURVES PAGE 1.02SUPEllSEDES
MOTOR DRIVE Ail previously Issued
4075 Curves
moww C-L PwLv&.L01018 meakma.1,010I8 Nominal mp.&L 36M
umsIm C-L r9a.K,&S0736T Awckjj..S07367 ML 61 Full Based on Fresh Water 0 IV F.
Maximum Working Pressure: 150 PSI
30
E :RK�LEY
........ ....... ......
.......... ...
................. ... ....... ............
. ......... ...... ......... .... ----------- ........I
_:i 20
........... -- -------- .......... ........ ..........
........ .................. Xw.,
.........................
......... .....
................. z
.......... ......
..........
...........------ .... .............................. . ........
........... ... .........
. ....... ...... 9L
200 Z
... ........
-------------------
....... --- ..."......
..........
.......... ......... ..........
175
..................a.. 5-
..............................
---- -------
........ ......... - ------ ............. ......... ..........
150 . .........
125
... .. .... ......... ............... ...........
too
.............. ... .....
7S
-717:
.... ----------.....................
---------- ..........
'.7
.... .......... .........L....... ......r
. ...........
25
2000p A.........
to 20 30 40 50 60 70 so 90 100 110 120
CAPACITY 04 U.S.GALLONS PER NllWLrM
I�PTPL
C-5033 T-3207 &4-- C-5035 Dowd 3-1-72 0-7-30-85 B N�11�
c"R: maww CA pamuc, 1.01018 voci6.x& 1_01018 Nominal &P.N, 3600
knpwjw: wwww C.L %m.me.M072913(718'T.16mr.. See br,4uw ift 6-9/16, Based on Fresh Water 6 80' F.
S32401(ii U) Maximum Working Pressuri: 150 PST
------- ....... ......
... .. .... .............
................. .. ....
7:
...NPSW
.1 -------- 20
7-7. _7'.'=I'_- -. ­ 4
f............. .......... .. ....
.. .......... .............
225 9
.10
7
M07 S342 S M
6 70%
0
r pr rjr-TV1.3q CL
413
t
......... '74%
t) 5iDw 45 H 71 .7
L
::4
as i N
A070
N
751
25�
0 50 1 150 200 250
.CAPAWY IN U.S.GALLONS PeR WWJTIE
C-8885 aaw on T-3957, -1, -2 9upvwa= C-8888 0Kw 12-7-83 Pau 7-30-85 moca BJ�TPM

• Diarnond
Diamond ASTM 0-2241 Gasket Specifications
iPS Pressure-Rated PVC Pipe
Approximate Coupler Dimensions
_ I
I
• I
I
I
I
A I
I 1. Gasket configuration locks gasket in place an
prevents fishmouthing.
I� Cam' 2. Chevron seal for added pressure sealing ca.
pacity.
3. Compression seal - provides a seal under
vacuum.
I
I _ 4. Wiper beads to clean spigot end.
PIMP
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
T A g � y
O.D. C STOMAR �`
MARK I D(Nx><O.D.,
Size Gasket Race Socket Depth T
3.166 4.500 �T- _
• '�1�2 3.719 6.000 7 [` A y •- BELL I.D. t_ O.D.
3 4.434 6.000 I Rieeer G2$ket -
G 4 5.603 5.000
6 8.252 6.250 A B D
8 10.420
6.500 pipe Diameter
10 12.762 7.500 size Insert Socket
12 14.952 7.500 3 4 1 r3 3 118
3"* 4 5 1/4 4 7116
4 1/2 5 1/'_' 5 1/3
4 5 6 7 13116
6"
g- 5 If.' 6 718 10 1/8
D-2241 Pipe Dimensions to- 5 3/4 7 1/2 12 112
12- 6 8 1!4 l4 I1llti
Minimum Wall Thickness
D"1785 SOR.13 5 SDR.21 SDR.26 SDR.32 5 SOR.a I �,•.r� ;'•! .�.' ''�
S.re C.D Scn.40 315 PSI 200 PSI 160 PSI 125 P9 100 PSi a .i•'
�i
1/," .840 109 .062ottt7r
v." 1.050 113 060
1 1-315 133 .063 Short Form y
I " 1.660 140 _079. 064 056 Specification for Diar»Ond
1 ':" 1.900 145 090 073 058
PVC Irritation Pipe ;
2 2.375 113 091 073 -
2v,- 2.875 t54 54 1 t10 088 AST1\4-D2241 -SDIZ41 ,32.5,26,or21
3 3.500 .216 167 135 108
4 4.500 .237 214 173 138 .110 Diamond PVC Irrigation Pipe shall be made of
5 5.563 .258 265 214 ,71 .136 compounds conforming to ASTM D 1784 will, a
6 6.625 .280 316 255 204 162 cell classification of 12454B. Dialliond PVC
8 8.625 .322 410 332 265 .210 Irrigation pipe must meet all the dimensional,
10 "10.750 .365 511 413 331 .262 chemical, and physical requirements as outlined
2 "12750 .406 606 490 392 .311 ill ASTM D2241, -Annex. ANSIIASAI: S376.1,
and SCS 430-DD, and will be supplied in 20 foot
I:Iying lengths.
imond's IPS Pressure-Rated-PVC Pipe coupler
*,aets the requirements of ASTM D 3139. ➢ 4➢s➢➢ ,• �
'Inaulro for evallabllIty

f�'A1�• 7��,' •yF'U�"y1'+'!-.t.��••;��.: �'r'.E„-!.�`7lS
'K;.-� -.n ~ ✓w.7 •.C'•.e -�_•�sy?�di'Ie�l`.t�`�.�i'iMr���-".�.�ti i"�'• -.- t�Fj�nln•n`� -_
'r,�•::3r��� it �..�'�
�.M1,yam•�wn�...�••�-.�r=`'.^_}�+;��y'-•``x-.�v�•..e• ��:r';••r.'-r'r:ti�-.'-?."`...L'�'a:'f2r:ti• n••..
315PSIF v�
.�• �'+ .� ,.��; _ SDR { r
-
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w','�'s',•i�- ,,mo,,�w r^r,.�;�iw-L*_tSr'. ... ..i''"fir+.�._-: E y/, ____:..Y
o- _-r,'e_ .:zti ,yfi 'n -'a• �y,;'we' w... -:e'' '�YSi
ivv���'�,:�"�Y�_ i.�41�t1fn':-•�,•]yR1•`!-� ter: -�.i-�ti�f��.h Y�=�..J
is/�'•:I./I�i.._.ir•�'

• • �' .
INSTALLATION
®Q
i Table 4. UFSCRIFTION OF rI6I0EDroF.NT MATERIAL CLAN55IFICA7'('N
t
OrsC2IrTIO%OF
` MOIL SOIL C I.wSS T5'Yt: MATEIt1AL CLASSIFICATION
Diamond Agricultural PVC Pipe should be assembled and M.mr.r,«rd.n(r1. (r•xW_-.drLIN-I In:rk.l.••.11.«lai.r•n.
installed with uniform and continuous support from a firm (,..,I s.J.•
el.din(«.,a.id,h.•in(set rn.sae Ihsllsc.I i u,k,-is r.r,s.r nw•a.I in
base in accordance with the installation procedures provide
s«•L rn.hnd sass.d.dcsa«
in ASTM D2321,and the Installation Guide for PVC Water
Clan,Is (
So:l,-• w WCH.[4.&d(u•sl,and Su.�Ls•rd,ni.,wn,liuk«..lines.-yYl...nxre.d
ra.raJ.nw 4 l��M.r h, Ss,c.n.i, J.•N••. „. •r
Pipe (a "pocket-sized11 edition is available from your oa,a.
Oration. a F IT c,•a•d 1—d.,W r••a d..,....I+,Ir...•r rrr•."I'l
representative or from Diamond Plastics Corporation.) wNo.t,i•s.=,k_.s .+:w'-N'•��''�•a
c1a.n.
• Well.(raL•r.ar.d,.,.J p.•elly rn,d1-lih w w .Mwr,han V1Q.d c.nr•r
Embedment materials are to be in accordance with soil sW r �,�� ,A«,,,.5�„.,,,,..N••.MI•--.. (l•,n
classifications listed under Unified Soil Classification
Sr M.arly trrkd..Ad....1(a•..ay ard,.W1r w r Ire. }Mrs.hm VK..(:.•..v
Ir.,.m ry•aa w hhr.
System, ASTM D2487.and ASTM D2488.
1 .wl.sib,.•. a. xx• e.J av w•I,> x,.d..
Cl...w$..Joss. CM silty pelt.cr,•r., Ys,.:r-.r.
Nn.�aic•e.Mwe Nan VK rrs.inad a Nu.
Te assemble, clean mating surfaces of the bell, spigot, and ei,Ky s,•a,,(ra , aJ.iaT^ „� I••.••cc ;'• ,•^,:u.rJ
wr,,n,I�ra.i«d+ �.,..•..
gasket. Apply gasket lubricant (furnished by Diamond .a•r. M—H....s,IT..rW,..wldlmawr }a,r.,h.nvrr.l.••.••.'Ir..r••.•,•.•.•.h•• +•--��
Plastic sMs Corporation) to the entire spigot end up to the }hre J a V14,e,,;rJ,.I..nal.r•e
reference mark. Also, apply lubricant to the contact surface u n,yry,,d,,,,W<a.ymi.,wn. hLrr a!,r(.J•.•...••t•••,-^,•••`'
.s. Mews Jun 511%. ;-1.w Nn.7,a1 w•s.
of the gasket. ilu.ryrnr...h.,..Ia.x.Jry..:I.,,•.I.r.-..n,. I.,.._,1,••„
S.d, hIL I,rr(anr
' StK«kaa. St14 w nws ry.rei N...7,O„r+:
With the pipe in straight alignment, push the spigot into R n. xx.r11..I.... •,•
Ir Fan�•cl.r•rl W.
the bell up to the insertion line. If a pry bar is used to ean clays. Lr,uiJ �R Ina Mr(
mrJ.rm,Ja. 'xy.p• °'
l lino. w .. +r,•••••-•\•• Yu.✓.r
halt 1.rr,ao.c ili^-"^r "'}•`rx`"' •..1• Ja•r, ,-••h- l.y�l
apply force, the pipe should be protected by placing a board ...0— J%. Yet•.. k
lar(m:easy,of}ish PI•u:xy,la.day. Las-I'••:,•••••'a r Gr: 4r{.
between the bar and the CH
pipe.
If normal force does not complete the joint, disassemble the MI—.
r
joint and examine the parts to make ce,,ian they are free of I (,tNKr, ,.rn,adi:w-., .(hP1v,: L. .Iwxr•• "h•^""` "^'"
mare rya+e.Na.70D,ie•e.
obstructions. Visually inspect the completed joint to insure t IT .I Pe•Lrusess y rr
d«hn Mighc. "aa
she gasket has not been dislodged.
S.rh us••defmad w AS U SA17,e•eep Gr Cl.a.I w :al rl•.h is,L-fn...1.n ASTM 11:l:I
•• In.•..rda.r a•++h wSTM U 7417.ka,Ihan 54.rya.N.,:In_r ,
-•• In...rorJa.Kc�'i.h ASTM U 7117,',nils"ilkS^i m 12%Pi,u.F N.. Yvi.,.•:I.II n •.r.lnl.a-
rl•n:fira,:r.Nn i,mars rhuK,erinir e(Clnr 11 Nm rJ Cl...III.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching area is most important to the support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR PVC pipe. For good support, the haunching area should be
DENSITY OR RELATIVE DENSITY'
FOR GRANULAR MATERIALS IN PARENTHESIS— compacted to the densities given In the Long Terin
Deflection Chart,
CLASS OF EMBEDMENT I II III IV
MarwtacvucE
h1ATERIAL DESCRIPTION Granular Satd sM Gn.d MiacJ Gra,^ Finc Grain
Malcsials Soils-Ckan Soils Soils Figure 2.
OPlimum m[,is,urc tomlau same 9.17 9-19 6-50
lim.t%Pr Dry.igk -
Sal Consoldalio.Method 9>of Igor—(or Rclmi.-)D rosily Rangc
C—pacl by pow—1- 95-100 95-100 95.100 90,100
-Ir ramrrcr (75.103) JO-100) - J.
�� rut ..p,•
Dc^a.ry by perubk 80-95 IRFVS W95 75.90
crr•t.
„hry,ors (60-75) 160-801
C_"lrbrc by—} lO- I R045 M95 ..0 Il• _
(60-75) 160•ROl ..rl s"•,•cu.( / .--t..—
lw � I
II.W Place 60-90
(40-6U)
Nerd ump 60W 60.N0 60.75 - ::{{%::•: i.{:ri::iY''•: /
i.
(5044) •+ r i:. aw•p.i.o-..,
60-90 hIFYU OF NII r/.•.•.•.•....•:' :•}.-..�.v:{.•.:' __
(40.601
• R[Lau•t Jr n.ny n rrne0 n,.vcnhcte,
Thn ulr}•u•-r.aI an ap(ra.,ma,r Lr'•1`'Jr('x�n(a•.a(r Ib,•,v Jc.,,,,r,a,u•.a'J ituuuLl..0 xw,
•„rrhud..rf u,.l,unwl•d.r an m dJlrrr r+rlafu,of w.lr lhr olds n •.rn}-J u,Ixu+•.h'(udan r n J•,
exn rer w••r...',wl•d for dr,.(n u,e w[ir•I Jr,.(•.•Duet 4rwIJ la'e••r Yry=J by J. -n(•• r,I,.,fx-r fx

FRICTION LOSS IN
POLYE`IH�LENE HOSE
` P.S.I. FRICTIOK LOSS PER !00 FEET POLYETHELIHE IRRIGATION H05E WTER1
P.S 75' 63 50 40
120 110 40 82 2.1 1.60 1.30
135 125 3 2.7 2.5
O.D. !OS 4.1 4.4 �3.7
I.D. INS. 4.5 _ _ _ _ 0.9
1.1 3.1
EALI 10 _ _ - -
2.3 1.6
KIN. 20 - ' _ _ _ _ - - - - - _ _ 1.4 4.0 11.2
30 ' - _ _ _ _ - - " ' _ _ _ _ 2.1 6.0 16.5
40 - _ _ 2.9 8.4 - -
50 - - _ _- " 1.0 1.6 3.9 11.2 - -
60 - - _ _ - - " - 4.9 14.4 - -
70 _ - _ _ - - - - 1.3 1.2.0 0 6.1 - -
80 _ - �_ _ _ 1.6 7.5 - - - -
90 - - 1.9 3.0 - _
100 ' - _ _ _ _ _ 1.3 2.3 3.6 8.9
_ .b 2.7 4.2 10.5
110 ' ' - - 1 4.4 - -
120 " ' _ _ _ _ 0.7 1.8 1.1 _ -
130 ' - _ _ O.B 2.1 3.b 5.6 _
140 _ _ _ _ 0.9 2.4 4.1
150 - - _ _ 1.0 2.7 4.6 7.2 -
160 - - -_ -_ _ _ 1.2 3.0 5.2 6.1 -
*' 170 - " 9 1.3 3.4 5.7 8.9
180 - - _ _ 0.!. 1.4 3.7 6.3 9.9
190
_ _ 1.1 1.6 4.1 T.0
200 0..9 1.2 1.7 4.5 7.b. - - - -
210 _ _ 1. 1.3 1.9 4.9 8.3
220 1.4 2.1 5.3 9.0 _
230 - - 1.11 5.7 9.8
240
- - 1.2 1.5 2.2 - - - - - - - -
250 � 0.4 1.3 1.6 1.4 b.2 _ _
_ -
260 1.0 1.4 1.7 2.6 6.6 - -
270 1.0 1.5 1.9 2.B 7.1 -
280 1.1 I.b 2.0 3.0 7.6 -
1.2 1.7 2.1 3.2 B.1 -
240
290 1.2 -1.8 2.2 3.4 8.b -30
2.4 .
310. 1.3 4.2
1.9 36
-
320 1.4 2.0 2.5 3.B - - -
330 1.5 2.2 2.7 4.0 - - - -
340 1.6 2.3 2.8 4.2 -
330 1.7 2.4 3.0- 4.5 -
360 1.7 2.5 3.2 4.7 -
370 !.B 2.7 3.3 4.9380 1.9 - - - -
2.8 3.5 5.2 -
390 2.0 2.9 3.7 5.5
4-00 2.1 3.1 3.8 5.7 -
420 2.3 3.4 4.2 6.3 -
440 2.5 3.7 4.6 b.B
460 2.7 4.0 5.0 7.4 - - - - - - - -
480 3.0 4.3 5.4 8.0
500 3.2 4.6 5.8 "

F77-7. -10-
ERICTI.ON.LOSS IN ALUMINUM & PVC PIPE
.. .
P.S.I. FRICTIOX LOSS PER 100 FEET
P.S.I. FRICTIOY LOSS PER 100 FEET pyC IRRI6ATIOM PIPE
ALUNIX4 IRRI6RTIOK PIPE YICIRJPLERS
. . 3 4 5 b
I 8
3 4 5- b B s. I.D.. 2
IKS. I.B. 2
_ Mu. 10 0.1. - -
6ALl 10 0.1 - - " " _ - - NIg. 20 0.4 -
Kim. 20 0.5 0.1 30 0.8 0.1
30 1.1 0.2 - - - - " _ 40 1.4 0.2 - - - - - -
40 1.9 0.3 0.1 - - _ - - 50 2.1 0.3 0.1 - - - " - -
50 '1 9 0.4 0.1 - - - -_ - - 60 2.9 0.4 0.1 - -
f 60 A.1 0.6 0.1 - - ' - - 70 3.9 0.5 0.1 - -
70 5.4 0.8 0.2 0.1 _ - - BO S.0 0.7 0.2 0.1 - - _ /v iY
80 -
- 1.0 0.2 0. 40 1 - - - 0.9 0.2 0.1
_ -
90 - - 1.2 0.3 0.1 - _ - 100 - - 1.0 0.3 0.1
100 - - 1.5 0.4. 0.1 " _ - - 110 - - 1.2 0.3 0.1 -
110 - - 1.7 0,4. 0.1 0.1. 120 - - 1.5 0.4 0.1 �� r
120 - - 2.0 0.5 0.2 0.1 130 - 1.1 0.4 0.1 0.1 - -
130 - - 2.4 0.6 0.2 0.i " " 1 - 1.9 0.5 0.1 0.1 - -
f -
140 - - 2.7 .0,7 0.2 0.1 .. 150 - - 2.2 0.5 0.2 0.1 - -
150 - - 3.1. 0.8 0.3 0.1 _ 160 - - 2.5 0.6 0.2 0.1 -
160 - - 3.5 0.9 0.3 0.1 _ - 170 - - 2.8 0.7 0.2 0.1
.170 - 3.9 1.0 0.3 0.1 I80 - - 3" 0.8 0.3 0.1 - -
Igo 4.3 1.1 0.4 0.1 140 - - 3.4 0.8 0.3 0.1 - -
140 - 4:8 1.2 0.4 0.2 - _ 200 - - 3.7 0.1 0.3 0;1 -
200 - - 5.3 1.3 0.4 0,2 210 _ = 4.1 1.0 0.3 0.1
210 - 1.4 0.5 .0.2 220 4.5 1.1 0.4. -'0.2 -
220 1.5 0.5 0.2. 0.1 - - 4.9 1.2 0.4 0.2 - -
230 - - - - 1.7 0.6 0.2 0.1 240 _ - S.3 1.3 0.4 0.2 - -
240 - - - - 1.8 0.6 0.3 0.1 250 - - - 1.4 0.5 0.2 - -
250 - - - - 2.0 0.7 0.3 0.1 20 _ _ - - 1.5 0.5 0.2 0.1
260 - - - - 2.1 0.7 0.3 0.1 270 _ _ - - 1.6 0.5 0.2 0.1
270- - - - - ;2.3 0.8 0.3 0.1 29 _ _ _ - 1.7 0.b 0.2 C 1
2g0 i - - - = . 2.4 0.8 0.3 0.1 - - - - 1.8 O.d 0.3 0.1
290. - - - 2.6 . 0.9 0.4 0.1 300 _ _ - - 2.0 0.7 0.3 0.1
300 - - - = 2.7 0.9 0.4 0.1 310 - - - - 2.1' 0.7 0.3 0.1
310 - - - - -2-9 1.0 0.4 0.1 320 _ _ - - 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 330 _ _ - - 2:3 0.8 0.3 0.1
330 - - 3.3 1.1 0.5 0.1 340 _ _ • _ - 2.5 0.8 0.3 0.1
340 _ _ - - 3.5 1.2 0.5 0.1 350 _ _ _ _ 2.6. 0.9 0.4 0.1
1.2 0.5 0.1 360 ''�' 0.9 0.4 0.1
360 _ _ _ _ 3.8 1.3 0.5 0.1 370 _ - _ _ 2.9 1.0 0.4 0.1
370 - - 4.0 1.4 0.6 0.1 380 _ _ 3.0 1.0 0.4 0.1
380 - - - - 4.2 1.4 0.6 0.1 390 - - - - 3.2 1.1 0.4 0.1
390 - - - - 4.5 1.5 0.6 0.2 4,00 - - - - 3.3 1.1 0.5 0.1
400 - - - - 4.7 1.6 0.6 0.2 420 - - - - 3.6 1.2 0.5 0.1
420 - - - - 5.1 1.7, 0.7 0.2 440 _ _ - - 4.0 1.3 0.6 0.1
40 _ - - - . - - 1.9 0.8 0.2 4.3 1.5 0.6 0.1
2.0 0.8 0.2 40460 - - " " - 480 _ _ _ - 4.7 1.6 0.6 0.12
480 _ _ _ _ - - 2.2 0.9 0.2 _ - - 5.0 1.7 0.7 0.2
500 - - ' -
2.4 1.0 0.2 5,00' -

be fabricated in almost any configuration. some epoxy coated fittings
include stacks and hydrants as an. integral part of the fitting.
occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. - This connection can be made with a coupling
-calledtransition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe . Most thrust blocks
will be concrete.. Manufacturers recommended thrust blockss an at a nyof
change in direction greater than 1Figure
different arrangements for thrust bloc's.
MWj
r
Figure 1 - Example of different arrangements for thrust blocks.
-5-

f
f
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 wyes, multiply the figure in
Table 1 by the factors given -in- Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test ressure in psi
Pipe biameter 100 PSI 150 PSI 200 PSI 250 PSI
inches
11-2 295 440 590 740
2 455 680 910 1140
2-1-a . 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 64-90 9740 13,00'0 16,200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 26,600 39,800 53, 100 66,400
-6-

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OCT 17 W7
EXMrr D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: (��
Address: 5p P4, a 5 i County:
Telephone: qlu� Date:
TABLE 1 - Field Specifications
Approximate
Maximum Maximum
Useable Size Maxlmum Application
Field' of F1eld2 Slope Application per Irrigation
Number (acres) oil Type ("�o) Raley Cycld-
Cro (s)
(Mir) (Inches) Conunents
.. - ,r, 4 1-�-
ISee attached map.
2Total field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Tecluiical Guide,Section E G. Aiuival application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC
1UNE, 1996

E)GOIT D-5
IRRIGATION SYSTEM DESIGNER
Name: ra, � e /be-G
Company: ,n �
Address: P3 1 �, _ q o �{�' ag 5S
Phone: 10)aqq a.t l I C:K � y55�
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of[lie proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and 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 detennine the size of thirst blocks and illustrations of all tluust 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-MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide,Scclion IV,Practice Code 430-DI).
8. The information required by this form are[lie 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 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
0
NRCS, NC
NNE, 1996

EXHIBIT D-3
TABLE 3 - Solid Set Irrigation Guts Settings
Make, Model and Type of Equipment: . ff
/Vels OCR �t (�� . �a�. 11c � Zzl <. �0. s i
OPERATING:PARAMETERS
field NoI Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line Not H drants (Ccct Pipeline Pt Hncs (In/hr inches [! Gun( sl H Brant r
Comments
I . �5ac�cS
1 Iyb as ��a o �.3 .q5acres
o 3 .`150Cre"
y a y ly(j a� ,�(l �t� a.�
SAcr�s
s I a "CD + y0 IqC) a�
_y
1p , a3 ILIA 1L/ �� ��1. '] 3 acres
A ID rP �
Ho Ho
IL oc!:!� S
�
� acmes
Lv r2
1See attached map.
2ghow separate entries for each pipeline with hydrants in each field.
NRCS, NC
JUNE, 1996

t
E3C Mrr D-3
TABLE 3 - Solid Set Irrigation Guia Settings
�, Model �Typeof Equipment:
OPERATING PARAMETERS
field NoI Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rutc Diameter Pressure
Line Noz H drants Time
(feet PI reline Pi eclincs (In/hr Inches r Gun(rsi Hydrant (hrL Comments
14 a
ILID 14b `
Lfo a� a �9 a
a
a L� Q� i � �f0 I�U a- ,s p a G o 2'� 14 Sq G-e S
ISOO attached map.
29how separate entries for each pipeline with hydrants in each field.
NRCS,NC
NNE, 1996

EMMIT D-4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gil Irrigation
Flow Rate of Sprinkler(gpnl)
perating Pressure at Pump (psi)
Design,Precipitation Rate(in/hr)
Hose Length(feet) XXXXXXXX
Type of Speed Coin pensatjail XXXXXXXX
Pump Type(PTO, Engine, Electric) I
F �ec-tr� L
Pump Power Requirement (lip)
TABLES - 1'hnlst I31ocIt:Spccificationsl
Designer may ,rovide,thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bcnd 3, CP
,
DClld Elld QG) y
Tee i
• _ See USDA-NRCS Field Office Tech-nical Guide,Section IV,Practice Code 430-DD.
MRCS, NC
DUNE, 1996

EXH[Brr D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up,shut-down,winterization and regular maintenance of all equipment.
AIGL5b N
Uri
-- Ida
, a s
xQ p n/F LSo 70
All
l
•i � � � �' `} � !- fi-.r.-c,�,;r.-v. ._.y,�� Lam, ,,ov�e(�r
MRCS, NC
JUNE, 1996

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- '-�`�, •ss•.+: _ ... _ �-_�;;y.�•" r 3iw ,rye A•

RISER ASSEMBLY
MITCHELL NURSERIES
24"MIN.
2"ALUM. CAM-
LOCK FITTING
SCH 80
2"CLASS 160 PVC 2"MIP
ISCH 80 TEE 3"CLASS 160 PVC
3X3X2'
**GUN CART WILL HAVE A 2"FLEX.HOSE INLET WITH A CAM LOCK FITTING ATTACHED
THAT WILL ATTACH TO RISER TOP
**EACH CAM LOCK TOP WILL COME WITH A CAP THAT SHOULD BE SECURED WHEN RISER
IS NOT IN USE.

BIG GUN° PERFORMANCE TABLES
'
,MY . 100 SERIES'BIG GUNS = 24° TRAJECTORY*'
:100 T TAPER BORE NOZZLES U.S. UNITS -
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
.6" .65" .7" .75' .B" .as. .9. 1.0" _
PS.1. GPM DIA. I GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. I GPM DIA. GPM DIA, GPM DIA. GPM DIA. - .-
40 47 191, 57 202'. 66 213' 78 222' 91 '230' 103 240' 118 250' 134 256' 152 262'
50 50 205, _64 215' 74 225' 87 235' 100 245' 115 256' 130 255' 150 273' 165 .280' 204 300' .
60 55 215' B9 227' 81 240' 96 250' 110 260' 126 270' 143 280' 164 288' 182 295' 224 316,
70 60 225' 75 238' 88 250' 103 263' 120 275' 736 283' 155 295' 177 302' 197 310' 243 338' "•�=+=ia_
tl0 —64 235' 79 248' 94 260' 110 273' 128 285' 146 295' 165 305' 189 314- j 210 325'
o=::
90 68 245' 83 258' 100 270' 117 283' 135 295' 755 306' 175 315' 201 326' 223 335' 27a 362' •:?'t"
100 72 255' 87 268' 106 280' 123 293' 143 305' 163 316' 185 325' 272 336' ! 235 345' 2B9 372' * ' '
170 76 265' 92 278' 171 290' 129 303' 150 315' 171 324' 195 335' 222 344• 247 355" 30d 380' '`•;�, a
. •1 p.w•Avallabk` i iRl1 F1
Only 003SR100. ' r.M r::-Paie?., -:s�••_�,�. ..�`<cC•::'.i" .
?;,�i+. - , ,bra:•'' _
- ,.
A�µ.r•�h •<
CT1-
F
-
R RING NOZZLES-'U.S. UNITS
.. r
Ring Ring Ring Ring Ring ' ping Ring
.712" .768" .812' .857" 995" .927" 965" •'. :
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 74 220' 88 225' 100 230' 115 240' 129 250' 150 255' 167 260' ;.: ''_
' 60 81 235' 96 240' 110 245' 125 260, 141 270' 164 275' 183 280'
j 70 88 245' 104 250' 118 260' 135 275' 152 290' _ 177 295' - 198 :'300'
80 94 255' 111 265' 727 275' 145 285' 163 300' 169 305' 2/1 315'
•. ^e+.. _
+' F _.90 99 265' 117 275' 134 285'_ 154 295' 173 `310'.;?.; ': .201 315' 224 .325'. `
100 105 270' 124 280' tat 295 162 305 182 320 212 325' 236 335 "{ '
110 110 275' 130 290' 149 305 170 315 191 325 222 335' ?48 345 71
~r M9 diameter of throw is approximately 3%less for the 21 trajectory angle 6%less for 18 "; e t•'` �' i"<' v < a%'�`
n� T
•t, k'' {_P k _ .. t '�*.��.rr el'r"'• y p •n¢
o�•, rx �r.L * Y s } s» Yk '.t� i'"w t ''-
r ° r` Y
';150.SERIES BIG GUNS - 24 'TRAJECTORY = {- r Y.
- _• -_ _ „� ".�, .�Ac - AY C.
.� w :
A
' :7150 T TAPER BORE NOZZLES- U.S. UNITS T.•,1 : :.
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
.T" .8' .9" 1.0" 1.1" 1.2' 1.T -
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 100 250' 130 270' 165 290' 205 310, 255 330' 300 345' 350 360'
60 110 265' 143 285' 182 305' 225 325' 275 345' 330 365' 385 380'
70 120 280' 155 300' 197 320' 245 340' 295 360' 355 330' 415 395'
80 128 290' 165 310' 210 335' 260 355' 315 375' 380 395' 445 410'
90 135 300' 175 ;320' 223 345' 275 365' 335 390, 405 410' 475 425' '
100 143 310' 185 330' 235 355' 290 375' 355 400' 425 420' 500 440'
110 150 320' 195 `_340' 247 365' 305 385' 370 410' 445 430' 525 450' -
f• 120 157 330' 204 350, 258 375' 320 395' 385 420' 465 44 5a5 •460' `•"?
150 R RING NOZZLES - U.S. UNITS
Ring Ring Ring Ring Ring rung Ring -
86" 97" 1.08, 1.18" 1.26" 1.34' 1.41"
P.S.I. GPM DIA. GPM DIA. GP%I DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 100 245' 130 265' 165 285' 205 300' 255 320' 300 335' 350 350' -
60 110 260' 143 280' 182 300' 225 315' 275 335' 330 350' 385 365' !', •.
70 120 270' 155 290' 197 310' 245 330' — 295 350' 355 365' 415 380' •'y�. _
80 128 260' 165 300' 210 320' 260 340' 315 360' 380 380' 445 395' ;,=_'-'
90 135 290' 175 310' 223 330' 275 350' 335 370' 405 390' 475 405'
100 143 300, 185 320' 235 340' 290 360' 355 380' 425 400' 500 415'
110 150 310' 195 330' 247 350, 305 370' 370 390' 445 410' I 525 425' - dj3sS
120 157 315' _ 204 335' 258 360' 320 380' 385 400, 465 420' 545 435'
The diameter of throw is approximately 3%less for the 21°_trajectory angle: -: ,?I- ` .' ti• i_ �:=.t -_- _
- .1 '' 4 -'�. 5`.t �. fly, ;?%_• :_r--:•'
200 SERIES BIG GUNS - 270 TRAJECTORY**. i
200 T TAPER BORE NOZZLES- U.S. UNITS. - •. --- - --_ .,�•--�, _ _F,� .'
Nozzle Npule Nozzle Nozzle Nozzle Nozzle Nozzle - Nozzle Nozzle
1.05" 1.1" 1.2' 1.3' 1.4" 1S' 1.6" 1.75'
P.S.I. GPM DIA, GPM DIA, GPM' DIA. GPM_ DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 250 345' 285 355' 330 375' I 385 390, 4a5 410' 515 430' 585 445' r' 695 470' 825 495'
70 270 360' 310 380, I 355 395' 415 410' 480 a30' 555 450' 630 465' 755 495' 890 515' •r F z-
80 290 375' 330 395' o5 380 410' 445 430, 515 450' 590 470' 675 465' 805 515' -
90 370 390' 350 410' 405 425' 475 445' 5a5 465' 621, 485' 715 505, 855 535' '�05 555' _
100 325 400' 370 420' 425 440' I 500 460' 575 480' 560 500' 755 520' 930 550' 1060 575'
110 340 410' 395 430' 445 450' 525 470' 605 495' 695 515, 790 535' 945 565' 1110 590'
120 355 420' 405 440' =`.' -465 460' 545 4BG' 630 505' 725 530' 825 550' 985 580' 1160 605' ;�'_-
130 370 425' 425 4a5' 485 465' ! 565 485' 655 515' 755 540' I 860 560' I 1025 590' 1210 620'
L j
200-R RING NOZZLES- U.S. UNITS
1 '•.- Ring 1?.' Ring 1'i^ Ring t k,,' Ring 1�a^ Ring 1 ,J-Ring 2'Ring
(1.29' actuaQ (t.a6"actuaq (1.56" actual) (1.66"actuap (1.7<• actual) (1.83"actual) (1.93-actual) _
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM OIA. GPM DIA. _
50 230 325' 300 355' 350 370' 410 390' 470 405' 535 420' 640 435' .C-
60 250 340' 330 370' 385 =•r
390' 4a5 a10' S15 a25' S85 a40' 695 455' •-:! _
71 270 355' 355 385' 415 405' 480 425' 555 440' 630 455' 755 4'75' �Sra:;
80 290 370' 380 400' 445 420' 515 440' 590 455' 675 470' 805 490' �'+%4°•
90 310 380' 405 415' 475 a35' 545 455' 625 470' 715 485' 855 so, f':$r`'r" '
100 325 390' 425 425' 500 445' 575 465' 660 480' 755 500' 900 520' �;4}
110 340 41101 445 435' 525 455' j 605 475' 695 490' 790 510' 945 535' ---c=, -
t20 355 41C' 465 445' 545 a65' 630 a85' 725 500' 825 520' 985 545' �'' -•:_;
130 370 415' 485 450' 565 470, 655 490' 755 505' 1 860 525 1025 550,
- a,a:e•d crrow is approximately 2%less for the 24°trajectory angle,5%less for the 21'trajectory angle.
-- _ �U`' cer'prmance data has been obtained under ideal lest conditions and may be adversely affected by wind,poor hydraulic entrance conditions or other factors Nelson Irrigation Corporation makes no representation regarding droplet condition,'undormity,or application rate. ',•7

THE NELSON SR100 BIG GUN°
More--Gun For Trie Money
Adjustment-free operation.You can forget about Minimum vibration and stress.Nelson's unique dual
;:34-
adjustments in the Field with the Nelson SR100.A arm drive does away with the rapid"flash back"reverse
patented dual drive spoon provides consistent forward action.This minimizes wear on the gun itself and
and reverse drive through the full range of nozzle sizes,,. : practically eliminates vibration and stress on the riser or
;. and pressures.No adjustments needed on the brakin ivot end boom.It can also reduce cart turnovers on
s stem either. Or on any other •art of the gun
'Its :. ' --.hi riser travelers:
t , Y _.. Y.,. .,. part. . Y.
�... y. .r.. ;", �
designed with a minimum of mourn arts to sari lif' >; �� c r -,, -. : :,,: '
n
:; .��.... :K;.
s i n ..d minimii - _ � ,,._.,.�,_,-
ppeii o an a mairitenance.. :-,:. / - `
ty Throws farthei`With nozzle sizesifrom.5 -(12.7mm
�}
throu h 10'- 25.4mm the SR100 has the widest . '
A Longer Life.The reasons;for the SR100's-1on exit are g ( )� fY '
g g y gallonage range of any gun in its class.It can out throw'
smooth forward and reverse action,less vibration,twin and cover more area than any other gun its size.It also r xh
ball bearings instead of just one-in the lower housing. performs better and more reliably at low pressure and is
unit,plus a special, watertight seal to protect the available with the optional 100DN Diffuser Nozzle
bearings from damaging moisture and dirt. bleak up the low pressure stream into smaller droplets•-.3-S
�.{Jt.'t�`Y.-� I.. �r, y •��.>q: ... - i :.r•"a
No reventive"maintenanAll bearin s are sealed ands + `The;aic�bu ` ' `` -�F '''
P g x y set>s the°arc you get.Pretty close is not
lubricated forlife so the s no need for grease fittings or close;enough :With the`Nelson SR100,you get precise � v�43.00
periodic preventive maintenance arctcontrol.With no overriding of the stops.Quick and
V. arc setting from 301 to 3301.
VANED RANGE TUBE DUAL ARM DRIVE --`
Reduces turbulence and Reverses the gun at a
maximizes hydraulic smooth steady speed.
y � dY
performance Out throws _
competrtive guns -
PROVEN BRAKING ''
SYSTEM
Needs no adjustment. , PATENTED DUAL DRIVE
Longer wear life. �; ��` No adjustments needed for--
j - :consistent forward anii';-:r
��..a.='a`
reverse
STANDARD
-
',
•PRESSURE OR -- -
_ ` - OPTIONAL LOW ` "
= HE
PRESSURE NOZZLES
c:
= i .
PART_CIRCLE/FULL ;. .. .
CIRCLE -_
Y' µ
Precise part circle arc _ ` 4':�:r:�w
- ntrol from 300 to 3300,
Quick, easy arc setting.
- - -_mot;. - �..��`•
- Cannot override stops.
TWIN BALL BEARINGS
r
Two ball bearings instead of '�-_;`�-����-`�`• _ '� `i
_+ ne for longer wear.Special ;:
T_ protective seal keeps out
:! moisture and dirt.
INTEGRAL THREAD
HOUSING -='F
Eliminates need for flange
adapter. r
Note:If a higher gallonage gun with a greater distance of throw is
required,the same benefits and quality features are available in the '- -_ •- "`•: :._
Nelson SR150 BIG GUN'- shown on page 4-

Irrigation System Evaluation
Existing System
Jane Mitchell Nurseries
FIELD SPECIFICATIONS
Field# Approximate Usable Soil Type Slope Crop Max.App. Max App.
e of Field Rate Ammount
2 5.67 GoA <3 Berm. .5 .5
3 .7 NoA <3 Fesc. .5 .5
SOLID SET IRRIGATION GUN SETTINGS
Set# Wetted Hydrant Application Nozzle Pressure @ Time per Acres
Dia_ Spacing Rate Diameter Gun Hydrant Covered
Field 2
1 214' 140'xl40' .49"/hr. 5/8" 70psi 1.0hours .28
2 214' 140'xl40' .49"/hr. 5/8" 70psi 1.0 .28
3 214' 140'xl40' .30"/hr 5/8" 70 1.67 .45
4 214' 140'x140' .30"/hr 5/8" 70 1.67 .45
5 214' 140x140 .30 5/8 70 1.67 .45
6 214 140x140 .30 5/8 70 1.67 .45
7 214 140x140 .30 5/8 70 1.67 .45
8 214 140x140 .30 5/8 70 1.67 .45
9 214 140x140 .30 5/8 70 1.67 .45
10 214 140x140 .30 5/8 70 1.67 .45
TOTAL FIELD 2 4.16
Field 3
11 -214 , 140x140 .41 5/8 70 1.22 .34
Flowrate of Sprinkler 90.6psi
Operating Pressure at Pump 200'
Design Precipitation Rate .30"/hr.(for 360 circle)
Pump Type Electric
Horsepower req'd 6.8 hp
All of these sets should be made with the farm's existing Nelson P85 gun. Hydrants 1&2 are not 360
degree circles,but should be set on gun to be 220 degree circles as shown on original design. Hydrant
should be run as a 270 degree circle as shown on original design. Gun to riser attachments are the same as
in the expanded system.

i
UNITED, STATES 1NfATURAL FED. rsLDG. , RM. 108
DEPARTMENT RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Irrigation System Plan DATE: November 18 , 1997
Jane Mitchell Farm
Pender County
TO: Jason Turner FILE CODE : 210
District Technician
Karyn Pageau and I have reviewed the subject irrigation plan and
attached are items needed for us to complete our review. In addition,
I discussed some concerns I have with the plan with Craig Westerbeck
on November 18 by phone . These additional items that he will address
include :
1 . An evaluation of the existing system is needed and an operation
plan showing how the partial circle sprinklers will work. The
irrigation parameters tables should be completed for this system.
2 . Normally, it is recommended that the hydrant spacing for gun
sprinklers be 60 percent of the wetted diameter. This system was
designed at 65 percent . Attached is an Extension Service bulletin
that supports a 60 percent maximum spacing.
3 . Computations indicate the operator will need to operate the
irrigation system 74 . 5 days or 41 percent of the temporary storage
period. The operation plan needs to address the intensive
scheduling of irrigation to accomplish this .
4 . Documents in the plan indicate the mainline leaving the pump is 3-
inch in diameter. Mr. Westerbeck will need to reevaluate the TDH
to reflect this . He indicated by phone that the 3-inch line may be
abandoned and. 4-inch installed.
5 . While discussing the irrigation plan with Craig, we both realized
that the Waste Utilization Plan sent to me was different than the
one he used in preparing the irrigation plan. His plan showed all
fescue and the one sent me shows fescue and bermudagrass control
grazed. Please make Craig aware of any changes to the plan he
received. Cropping system is very important when considering
irrigation scheduling.
In addition to the requested revisions, I will need to review the
system as staked. The staking is to include the location of the main
and laterals, risers and pumping unit . Please contact me to schedule
review of the staked system and irrigation plan revisions .
/4'--
can K. Bingh m
Supervisory Civil Engineer
attachment
cc : Marilyn Stowell
]Cary* -P rM&4

• ;
No 11
Carolina
Cooperative Extension Service
NORTH CAROLINA STATE UNIVERSITY
IFS - COLLEGE OF AGRICULTURE&LIFE SCIENCES
DEPARTMENT OF BIOLOGICAL&AGRICULTURAL ENGINEERING
AGRI - WASTE MANAGEMENT
Information Needed ,for Cost Share on
Irrigation Dry Hydrants in Waste Management Systems
► As the guidelines are interpreted'for cost share ► With traveling gun sprinklers, hydrant spacing is
on dry hydrants, the applicant must have normally 70-80% of sprinkler diameter(75%is a
irrigation equipment (traveler or big guns). Cost good range for design).
share is limited to 75%of the average cost of
pipe, fixtures, risers and installation on a If gun sprinklers are used on dry hydrants,
maximum of 2,640 feet of underground pipe and hydrant spacing(both in the lateral line direction
75% of actual cost of a pump used only for and between lateral lines) should not exceed
animal waste handling,not to exceed S2,400 (to 60% of effective sprinkler diameter based on
include all costs, i.e., wiring, electrical work, manufacturers' literature (gun operating pressure
installation costs, concrete, etc.). While the at the most distant location from the pump or at
instructions are somewhat unclear on the pump, the highest elevation,whichever is lowest). In
apparently pump costs are covered. operating the system, two adjacent sprinklers
should never be operated at one time. This
► Pipe should be sized so that the flow velocity should reduce the potential for runoff.
should not exceed five (5) feet per second (fps).
In exceptional cases, it might be permissible to ►'y gun sp� er, ww;ether stationary or traveler,
go to 5.5 fps velocity,but that should be for a should be operated when wind speed is at a
short line (less than 1000 feet)with adequate air minimum (five (5) miles per hour or less).
relief,pressure relief and vacuum relief valves.
► Traveling gun sprinklers can be operated where
► The system should be designed to provide the gun is operated in a part circle or full circle
adequate pressure to break up the waste water mode. When the gun is operated part circle, the
and give uniform distribution of the effluent. application rate is increased,which increases the
The 'pressure required will depend on the potential for runoff. As an example,if a gun is
particular sprinkler and model number,but in no operated half circle, the application rate is
case should it be less than 50 psi. There are doubled. For most guns operated full circle, the
some low pressure gun sprinklers, but most gun overall application rate is 0.30 inch per hour or
sprinklers need 70-90 psi at the nozzle tip. greater, and there are parts of the circle where
the application rate can double.
► Both tapered bore and ring orifice gun nozzles
can be used. The tapered bore nozzle tends to ► When operating a land application system, the
give a larger diameter of coverage at the same maximum effluent applied at one time should not
flow rate and pressure than a ring orifice. exceed one inch (0-5 to 0.75 inch is preferable).
Employment and program opportunities are offered to all people regardless of race, color,national origin,sex.age or handicap. North
Carolina State University,North Carolina A&T State University,U.S.Department of Agriculture,and local governments cooperating.

n
I
Jane Mitchell Farm
Animal Wastewater Land Api2lication System Plans
Items Needed: (corresponds to numbers on "Design Check List")
1) Waste Utilization Plan
Operator has acceptable waste utilization plan - needs insect control, odor, and mortality
checklists, * areas indicated as acceptable
to apply waste conflict with irrigation
design
2) Field Specifications
o�
3) Working Map or Sketch
- Legible to scale map or sketch with north arrow(missing). Scale not indicated.
- Surrounding water wells are not located.
- Critical elevations that are used in total dynamic head calculations are missing from map
- Location of all thrust blocks not indicated s 4-44)
4) Irrigation Design Parameters
-B- Specification on method of connection of the sprinkler gun to the lateral line to include
materials required and method of connection to the lateral line are missing
-D- Size,type, and pressure rating of pipelines are shown on the working map or sketch, -Z
pressure rating ofpipe in narrative suggests 'lass 150 PV this should be checked
- Computations for spacing of hydrants and lines are not shown (6S°l kscW?� G61� rtco•--�t
- Computations of velocity in main lines from equations on pipe chart
- Pipeline installation specifications including depth of coverage, type of connection and
method of backfill and compaction are not shown
5) Pump and.Power Drive Requirements
Static discharge head computations - is this the elevation head stated?
Computations of the Net Positive Suction Head Available (NPSHA). Insure that NPSHA
is greater than NPSHR. are not shown
method of connecting suction pipe to suction inlet not shown
6) Operation, Maintenance, and Calibration
Calibration procedures (recommend materials developed by Dr. Evans and Dr. Barker be
included with the design) are missing

DATE 1
BERKELEY TYPE "B" RATING CURVES PAGE 1.02
SUPERSEDES
T MOTOR DRIVE Ail previously issued
4075 Curves
CIM: uslerw C.L Pon.Hm 1,011018 ModLPOLL91018 Nominal R.Pw 3600
HAMM cl. Pjaxj�.S07367 MpdLNaS073G7 aw 6j Full Based on Fresh Water CO 80' F.
Maximum Working Pressure: 150 PSI
.............
.......... ........... p,,�� 30
------------ ....... ------------- .......
.......... ...... .... .......
---------- 7A,.:'-
............ ------
7,
............................. ....... ..........
j ............: 20
........ ...... ........... ........I. .......
........... ..................
L-- ------------- ...... -------- ......
...........
a........_.;.._.......I.......... .......... 10................ ............
.....................
............
200 7.
......... ----------- V3
-------------
IL
f-
... ....... ............ .........f......
---- --- --- . ...........
------------------
. . ...... ............. ..........
............. .................... -------
------------ ......... ---------1 -
175 f­%--M,— 4 _ I...........
1.
.. .......... ........ ---------- ...........
1----------- .........
......................*i-------­............
............ ..­ ......
. ...........
-------­--
.............. .............I­
-58% ETY --- .......... ......
lu ISO. ... ......... ------------
.............. . ........
i , ......., -------- ..........
................. ---------
----------- ...... -------
----------
N4
.................. .......... ........... ----------
X ..........
f N ...... ..........
.......... ..... ... . ............._j T............I .........
----
t100' ... ....... ........
---------- ......i
........... .......... - -----
.4
7:7_ ........
.... ...... "T
....................
k I
----------
L ----------z
..................... --------- 7.q
.......... -- ----
...........---------- 77 F..
..........
�Q
. .......... ............ -------
--------------- ....
25
..........
10 20 30 40 50 60 70 so 90 100 110 1.-20-----
CAPACITY IN U.S.OALLONg PER MINUTE
C-5035 19�d an T-3207 sw­d- C-5035 wwd 3-1-72 Date 7-30-85 mom B IiZTP
came: malmm C.I. pamm 1.01018 uw&m*. 1_01018 Nominal ILP.U.
hnpelfaff- C.I. Panw M07298(718U)uwr�pw�,ec below vuL 6-9/16" Based an Fresh Water 6 813' F.
S32401 I! U) Maximum Working Pressure: 150 PST
...... ......... -------- .... ...... 30
--- ------- ------- ...... ---------------
......................... ..... . ...........------- . .....
i Mw I
------------.... ------ LLER UP LLER-
20
.............
............
L:_*ffakD ----------.................. ............ ......
.................
225 i z
........... ---------
----------
......... ..............
rift.. 96 70%--- I----- .71
73%p -
5 200
0
74%4
4 ----
4-
..........
6FI)ial (5 HP) -.1
j--pi
j.
L
0
75 4
r
. ............
CBERKLEY
7
T
Z2
5_5035 --10- T-' TpL_
...........I....... ..........
0 50 100 150 200 250
CAPACITY IN U-S­GALLONS M MINUTE
c-liflas aaceaon T-3957, -1, -2 Supersedes C-8888 C,." 12-7-83 Dale7-30-85 MODEL B I�TPM

8ADN AdJ stable D! user Nozzle ti,
1
iS asy to Adjust
A simple crew adjustment
allows youlset the 8ADN
for the desire stream
breakup"and distance of
wear stainless steel con,"
trol baffles are reply able.
Model
8AD -e-&mplete diffuser
assemblj ncluding
l 8DRN node
8DN Diffuser assembly ;
without 8 D FIN nozzle
SDRN Standard nozzle for 4
P85
_ F
P �
P85PV SPRINKLER PERFORMANCE [P85 with Plug (P) and Vane (V)]
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
Base 11132 3/8 13132 7116 15132 1/2 17/32 9/16 5/8 11/16
PSI GPM GPM GPM GPM GPM GPM GPM GPM GPM GPM
40 21.8 68 26.0 71 30.4 73 34.4 76 39.4 79 44.6 82 50.2 84 56.2 87 6 1 91 82.3 96
50 24.2 72 28-8 75 33.8 78 38.5 81 44.1 84 50,1 87 56.3 90 62.8 92 76.2 97 91.9 101
s0 26.6 76 31.5 79 37.2 83 42.5 86 48.6 89 55.1 92 61.8 95 69.0 97 83.9 103 101.0 106
70 28.6 BO 34.0 83 40.1 B6 46.0 90 52.5 93 59.6 96 66.9 99 74.7 1 D2 90.6 107 109.0 110
80 30.6 83 36.4 86 42.8 90 492 93 56.2 97 63.8 100 71.7 103 80.0 106 F96.9 111 116.0 115
90 32.6 86 38.6 89 45.4 93 52.3 97 60.0 100 67.6 103 75.9 106 85.0 109 102.0 114
100 34.4 88 40.7 92 147.9 96 55.1 100 632 1031 71,2 106 80.0 110 89.6 113 Ll08.0 118
,-Ili
NOTE:Performance figures shown are with standard nozzles. 8ADN
nozzle sizes and flow rates are identical to standard nozzles,but since
distance is adjustable,BADN radius performance is not shown.
The P85 and PB5V are available with secondary nozzle of 7/64" to 5/16". Consult NELSON IRRIGATION CORPORATION for double nozzle
performance information and for performance without vane.
NOTE: STATED PERFORMANCE AT BASE PRESSURE.TEST DATA BASED ON 36"RISER.
WARRANTY AND DISCLAIMER innovaffou in irrigation TM
Nelson P85 Sprinkler and 8ADN Nozzle are warranted for one year from date of LM
�� � '�
original sale to be free of defective materials and workmanship when used within
the working specifications for which the product was designed and under normal CORPORATION
use and service.The manufacturer assumes no responsibility for installation. Route 4, Box 169, Airport Road
removal or unauthorized repair.The manufacturer's liability under this warranty is Walla Walla,WA 99362 U.S.A.
limited solely to replacement or repair of defective parts and the manufacturer Phone[phone]
will not be liable for any crop or other consequential damages resulting from any TELEX:510-770-9341
defects or breach of warranty,
THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES,
EXPRESS OR IMPLIED,INCLUDING THE WARRANTIES OF
MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSES AND
OF ALL OTHER OBLIGATIONS OR LIABILITIES OF MANUFACTURER.
No agent,employee or representative of the manufacturer has authority to waive.

P85
Nelson- P85 MAR 18 1997
1 '/4" Part Circle Impact Sprinkler
Rugged, heavy duty construction
throughout means longer wear life
and performance that is superior to
any impact sprinkler in its class.The
P85 represents a significant ad-
vancement in state of the art of
part circle impact sprinklers.
FEATURES:
• Long wear life, heavy duty
bearing configuration
• Heavy duty brass and stainless
construction for improved Wear
life and performance
• Stainless striker pads for improved
wear life
• Replaceable stainless steel drive
spoon edge for long wear life and
low cost maintenance y;
• Improved heavy duty part circle trip
mechanism
• "Lock-in-place"part circle stops for
positive setting of arc
• 241 trajectory for improved wind
fighting capability&maximum
performance.
• 1 1/4" NPT threaded connection
• Secondary spreader nozzle(utilizes OW
standard 3RN nozzle) o R
s-
Nei - n P85 iw#h,BADN
jus We Diff user for Lo
N
s re System s.
Oper I the P85 at,IPw p essure is possible with the BA,�'N
d" ser n�oz le,the oi`tly external to (pressure diffu vice of its
d.The ad' a diffuser rare ces desirable drop�Gonditions
J p
at low pressur ,w out interfe=i g with sprinkler pe�formarir:_.
(See back f details.
T % See Reverse Side for Performance information
WAW
fnnorat�ton TM

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]perator :Jane Mitchell County: Pender Date : 07/11/91
} istince to nearest residence ( other than owner ) : 1500 .0 feet
L . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 | bs . = 0 | bs
0 sows ( farrow to feeder ) x 522 | bs . = 0 | bs
0 head ( finishing only) x 135 | bs . = 0 | bs
0 sows ( farrow to wean ) x 433 | bs . = 0 | bs
2600 head (wean to feeder ) x 30 | bs . = 78000 | bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 | bs
�. MINIMUM REQUIRED TREATMENT VOLUME OF LA8OON
Volume = 78000 | bs . SSLW x Treatment Vo ! ume (CF ) / | b . SSLW
Treatment Vo | ume (CF) / | b . SSLW= 1 CF/ } b . SSLW
Volume = 78000 cubic feet
3, STORA8E VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
1. TOTAL DESIGN VOLUME
Inside top length 175. 0 feet ; Inside top width 120.0 feet
Top of dike at elevation 50 .5 feet
Freeboard 1 .0 feet ; Side slopes 2. 5 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 49.5 feet
Bottom of lagoon elevation 40.5 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal formula
'
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 170.0 115.0 9.0
'
AREA OF TOP
LENGTH * WIDTH =
170 .0 115.0 19550.0 (AREA OF TOP)
AREA OF BOTTOM '
L EPA 8TH * WIDTH =
125.0 70.0 8750.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
/ 147.5 92. 5 54575.0 (AREA OF MIDSECTION 1 4 )
CU. FT . = [AREA TOP + ( 4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6
19550.0 51575.0 8750.0 1 .5
VOLUME OF LA8OON AT TOTAL DESIGN LIQUID LIEVEL = 124313 CU. FT.

r '
^ .
'
1 . TEMPORARY STORASE REQUIRED
DRATNAQE AREA:
Lagoon ( top of We )
Length * Width =
175.0 120.0 21000.0 square feet
Buildings ( roof and lot water )
Length * Width =
0 .0 0.0 0.0 square foet
TOTAL DA 21000.0 square feet
Design tempolary storage period to be 180 days .
K. Vo | ume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 78000 Lbs . SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 19048 cubic feet '
Q . Volume of wash water
This is the amount of fresh water used for washing floors or volume
Of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days stora8e/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 12250.0 cubic feet
'

r \��
�
D, Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 13125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 19048 cubic feet '
5B. 0 cubic feet
5C . 12250 cubic feet
5D. 13125 cubic feet
TOTAL 44423 cubic feet
. SUMMARY
Total required volume 122423 cubic feet
Total design volume avai | . f24313 cubic fee-.-.-
Min . req . treatment volume plus sludge accumulation 78000 cubic fee'
At elev. 0.0 feet ; Volume is -108338 cubic feet ( end pumping )
Total design volume less 25yr-24hr storm is 111188 cubic feet
At elev. 0 .0 feet ; Volume is - 108338 cubic feet ( start pumping)
Seasonal high water table elevation 0.0 feet
. DESIGNED BY: APPROVED BY;
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
^

]perator :Jame Mitche ! | County: Ponder Date : 01/01/80
} istance to nearest residence ( other 4hao owner ) : 0'0 feet
L . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 | bs . = 0 | bs
0 sows ( farrow to feeder ) x 522 | bs . = O | bs
0 head ( finishing only) x 135 | bs . = 0 | bs
0 sows (farrow to wean ) x 433 | bs . = 0 | bs '
2600 head (wean to feeder ) x 30 | bs . = 78000 / bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW ) = 78000 | bs
� . MINIMUM REQUlRED 7REArMENT VOLUME OF LAGOON
volume = 78000 | bs . SSLW x Treatment Vo | ume (CF) / 15 . SSLW _
Treatment Vo | ume (CF) / ! b . SSLW= 1 CF/ | b . SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 205.0 ����
nside top width 100.0 feet
Top of dike at elevation t
Freeboard 1 .0 feet ; Side slopes 2.5 : 1 ( Inside la8opn)
Total design lagoon liquid level at elevation 50'0 feet
Bottom of lagoon elevation eet
Seasonal high water table e | evajRfQ 45.0 feet
Total design vo | ume using prismoida | formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2 .5 200.0 95.0 10.0
AREA OF TOP
LENGTH it WIDTH =
200.0 95.0 19000.0 ( AREA OF TOP )
AREA OF BOTTOM �
LENGTH is WIDTH =
150 . 0 45.0 6750.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
175 . O 70.0 49000.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6 ^
19000.0 49000.0 6T50.0 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 124583 CU. FT'

. . .
`
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
205 .0 100. 0 20500 .0 square feet
Buildings ( roof amd lot water )
Len3th * Width =
0.0 0.0 . 0 .0 square fest
~
TOTAL DA 20500 .0 square f+et
Design temporary storage period to be 1n0 days.
5A. Vo ! ume o" waste produced
Approximate daily production of manure in OF/LB SSLW 0.00136
Vo | ume = 78000 Lbs . SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 19048 cubic feet
58 . Volume of wash water
This is the amount of fresh water used for washing Coors or volume
of fresh water used for a flush system. Flush systems that recircu| ato
the | a3oon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days sto'a8e/7. 48 8a / | ons
per C.7
Volume = 0 .0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
'
180 days excess rainfall = 7. 0 inches
'
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 11958.3 cubic feet

.. .
�
Vo1ume nf 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Vo ! ume = 12812 .5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
58. 0 cubic feet
5C. 11958 cubic feet
5D. 12813 cubic feet
TOTAL 43819 cubic fee+
'
�. SUMMARY
7ota | required vo | ume 121819 cubic feet
Total design volume avail . 124583 cubic feet
Min . 'eq . treatment vo ! ume plus sludge accumulation 78000 cubic eeei-
At elev. 0.0 feet ; Volume is -23333 cubic feet ( end pumping )
Total design volume less 25yr-24hr storm is 111771 cubic feet
At elev. 0.0 feet ; Volume is -23333 cubic feet ( start pumping)
Seasonal high water table elevation 0.0 feet
7. DESIGNED BY: CWS
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
'

r
U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
.HAZARD CLASSIFICATION DATA SHEET FOR DAMS_ /
Landowner ► p !f;'af 1r County �'ill Clr lf—
Community or Group No. - Conservation Plan No:
Estimated Depth of ,Water to Top of Dam 5?•,3` Ft. Length, of Flood .Pool Ft.
Date of Field Hazard Investi,ga.tion -
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam_•failure.
. Est. Elev. st. E evation
Kind .of :Improvements: of Breach
Reach: Length: Width.:Slope:, Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood .Pl.ain
Ft. Ft. %. Ft Ft.
1
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III , IV,
DateBy 12c r
~r
title
Concurred By Date__
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-538 ' U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME J� Q P �19" gam¢'. f°/ _ DISTRICT e-1Vd ear-
DATE r-" 7� qI COUNTY c771 i._r'Wo
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES � �
WOODLAND ACRES TOTAL - ACRES POND CLASS WORK—UNIT CONSERVATIOL4IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1'f= feet)
Locate re(erance.point m center fine of dam and identify on sketch.
A /
I -
Y
Jl f
I
SHOW BORING NUMBER AND PROFILE
DEPTH Make and fist dam-site and spillway borings first-then ponded area and borrow pit borings-separate with cortical rod line.
SCALE._,fContinu an bark where necsssg6ylegphow suaM table elevations on dam-site borings.
�!
-�'1 I 2 ` 9` "10 11 12 13 14 15 16 17 18 19 20 21 22 23
SC % sr / -1 1 -
r / II
.4_5-- Sri � SC :
7-9 5�C sr S. .. � L
BORINGS MADE BY ,- — SIGNATURE & TITLE_-

SHEET NUMBER 5
PENDER COUNTY, NORTH CAROLiNA
(Joins inset, sheet 18) _3n
78'7 30"
Ra Pa GoA o al y 340,E 1-,
x tF f ry G Ra
oA '" t
GOA J
cod ar,
Ra' t ii3;,r o 'i
Nob Y GoA
r N B GoA R� �Ra
G
7 oA aim
j
, '• GoA L
NoA
�" NoA \
y \ �:
�fUOR s A �NoB �. I ' it
, irA f NoA
rl: x.
4 1� -
P A"
�-�: NoA t f 'NoA Fo LnA r 7t3 k rl (h
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+ o/ y NoArr7 1o/ x :Fo
CX
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-No x �. ( '' :., Nv "° Au6 lG r 1"ty Wo f
}} [ FJa xs sZr ass �L4 �AN 4II P11�rrf
NoQ aa -
�— NoF tl`
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�5 r
GoA
NoA u9
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GoAr.- NnF. ;J
w ti
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NoA `\�f /��I�Mk - ��M :lugAdD
GoA
t /
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l�uB
(^�_• NOA- `i. ��`� .?r�- +r Z:.fi } 1 117q ��� l� � -10�,r��5 SN� I V`U.
t AuQ McCLis, -
��l NoA NoA c dF t I 41.
1. y
Mk NoB - 2i3n V0r)r'I:
N
10 000 Feet -
r
3 Kilometers "
SHEET NO. 5 OF 18

` .
GoDm zoos""
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
J mm 1 W «z 11-0 ea, 0 U
/ n
pender County, North Caro | ina
Designer : cws Checker _______________
Date : 01/01 /80 Date
Job Number 002
d fi | |
| ** EXCAVATION ** | ** FILL **
Top Left Right Off-CL | CL Dist | Area Volume | Area Volume
Oidth SS SS ( ft ) | Sta ( ft ) | (SqFt ) (Cu. Yds ) | (SqFt ) (Cu.Yds)
| | |
10 2 .5: 1 2 .5: 1 55.0 | 0+00 | 0. 0 1 2T. 5
| 160 | U.0 ' 217. 1
10 2 .5: 1 2. 5: 1 75.0 | 1+60 P 0. 0 ' 45. 8
| 160 | 0.0 523.2
10 2 .5: 1 2 . 5: 1 55.0 | 3+20 | 0.0 | 57. 5
| 165 | 0.0 | 76T.3
10 2 . 521 2. 50 140.0 1 4+85 1
| 165 | 0.0 | T919,6 �
10 2 . 5: 1 2.5: 1 55.0 | 6+50 | 0.0 | 27. 5

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( continued ) 01/01/80 paSe 2
Center | ine Station 6+50
ORIGINAL DATA :
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US Department of Agriculture
Sol ! Conservation Service
'
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
J nm ii Q -C HK ee U 0
/ n
pender County, North Carolina.
Designer : cws Checker _______________
Date : 01/01/80 Date .............................. ............______
Job Number 002 '
*******************************************************************************
d fill
TEMPLATE DATA :
Beginning Elevation = 50.8
Beginning Station = 0+00
0+00 to 1+60 d/2.5 | 5c | 5\2.5 0. 00000 ft/ft
W60 to 3+20 d/2.51505\2.5 0.00000 ft/ft
3+20 to 4+85 d/2.5 | 5c | 5\2.5 0. 00000 ft/ft
4+85 to 6+50 d/2.515c15\2. 5 0.00000 ft/ft
3ECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA :
0.0 / 48. 6 100 .0 / 49 .2
FECTION NUM8ER 2
Centerline Station 1+60
ORIGINAL DATA:
0. 0 / 48. 6 100.0 / 47 .9 200. 0 / 47. 9
5ECTI0N 1\1UM8ER 3
Centerline Station 3+20
ORIGINAL DATA :
0. 0 / 48.6 100.0 / 46.8
3ECTION NUMBER 4
Centerline Station 4+85
ORIGINAL DATA :
0.0 / 48.6 100.0 / 49.2 200.0 / 49. 2
3ECTION NUMBER 5

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�H-lRM 2/15/88
US Department of ASricu | ture /
Conservat i on Sery i ce
PLANNED '
QUANTITY CALCULATIONS
prepared for
/ »
zarea3 County, North C�ro | ina
Desi8ner : cws Checker .........................................................................
Date : 01/01/80 Date ...........................................................................
Job Number 001
**************************************************e****************************
| exec
F1LL *+
8ot Left Right Off-CL | CL Dist � Area Vo | ume � �re� Voyume
� idth SS S {,u. Yds)
| ) �
45 2. 5 : 1 2. 5: 1 100.0 | 1+16 | 635.8 � 0. 0
45 2. 5: 1 2.5 : 1 100.0 � 2+00 | 578. 6 | 0. 0
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0WlRM 2/15038
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
'
QUANTITY CALCULATIONS
prepared for
J mm i W w Vg se U U
in
zarea3 County, North Carolina
Designer : cws Checker _______________
Date : 01/01 /80 Date
Job Number 001
| exec
TEMPLATE DATA :
8egimning Elevation = 39.8
Beginning Station = 1+16
1+16 to 2+00 c\2.5122.5022.5/2.5 0.00000 ft/ft
2+00 to 287+.7 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 1+16
'
ORIGINAL DATA :
0.0 / 48. 0 100 .0 / 49.2 200.0 / 49.6
SECTION NUMBER 2
Center | ine Station 2+00
ORIGINAL DATA:
0.0 / 46.8 100.0 / 48. 6 200.0 / 49. 2
SECTION NUMBER 3
Centerline Station 287+.7
ORIGINAL DATA :
0.0 / 46.4 100,0 1 47.9 200.0 / 48.9

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US Department of Agricu | ture
Soi | Conservation Service
PLANNED
QUANTITY CALCULATIONS '
prepared for
.Ji mm i Q oz PM ee K U
/ »
ponder County, North Carolina.
Designer : cws Checker _____________......
Date : 01/01 /80 ' Date
Job Number 003
p fi | |
� ** EXCAVATION -~ ' �* FILL **
Top Left Right Off-CL | CL Dist | Aria Volume . Area Volume
Width SS SS ( ft ) | Sta ( ft ) | rSqFt ) (Cu.Yds ) (SqFt ) (Cu.Yds)
| |
80 3: 1 3 : 1 200.0 1 162+.5 1 157. 1
| 13 | 0 .0 | 69.9
80 3: 1 3 : 1 200.0 1 1+75 1 0.0 / 144. 8
| 25 | 0.0 ( 215.0
80 3: 1 3 : 1 200.0 1 2+00 1 0.0 1 168. 7*
| 100 | 0.0 1 1104.8
80 321 3 : 1 200.0 1 3+00 1 0.0 1 311 . 8
| 35 | 0.0 ( 1557.3
80 So ! Sol 200.0, | 3+35 | 0.0 | 306. 2
| 27 | 0.0 | 1953. 1
80 3: 1 3 : 1 200.0 1 3+62 1 0. 405.4
~

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US Department of Agriculture
So ' | Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
J mm i an: HE ee U i;
/ n
pender County, North Caro | ina
Designer : cws Checker ___________ -------
Date : 01 /01/80 Date
Job Number 003
p fill
TEMPLATE DATA :
Beginning Elevation = 50.8
Beginning Station = 162+.5
162+ .5 to 1+75 d/3 | 40c | 40\3 0.00000 ft/ft
1+75 to 2+00 d/3 | 40c | 40\3 0.01500 ft/ft
2+00 to 3+00 d/3 | 40c | 40\3 0.01500 ft/ft
3+00 to 3+35 d/3 } 40c | 40\3 0.01500 ft/ft
3+35 to 3+62 d/3140c | 40\3 0 .00000 ft/ft
5ECTION NUMBER 1
Centerline Station 162+.5
ORIGINAL DATA :
100. 0 / 49 . 5 200 .0 / 49.0 300.0 / 48.2
5ECTION NUMBER 2
Centerline Station 1+05
ORIGINAL DATA :
100.0 / 49. 5 200.0 / 49. 1 300. 0 / 48.7
5ECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA :
100.0 / 49.6 200.0 / 49.2 300.0 / 48. 9
5ECTION NUM8ER 4
Centerline Station 3+00 -
'
ORIGINAL DATA :
100.0 / 49. 1 200 .0 / 49.3 300.0 / 48.9
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p fill ( continued ) 01 /01/80 page 2 .
5ECTION NUMBER 5
Center1ine Station 3+35
ORIGINAL DATA :
100. 0 / 49. 4 200.0 / 49.0 300.0
SECTION NUMDER 6
Centerline Stati6n 3+62
ORIGINAL DATA :
100.0 / 49. 7 200.0 / 48.7 300.0 / 48.8

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OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the, p } anned fluid level to be
reached may vary due to soi | conditions , f | ushing operations , and `
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable '
method of disposal . Methods of application include solid set ,
center pivot , guns , and traveling Sun irrigation . Care should be
taken when applying waste to prevent runoff from the field or damage
to crops .
The following items are to be carried out :
1 . It is strongly recommended that the treatment lagoon be pre
charged to 1 /2 its capacity to prevent excessive odors during
start-up . Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . So | i ds should be
covered with effluent at all times .
2. The attached waste utilization plan shall be followed . This
p | an recommends sampling and testing of waste (see Attachment B)
before land ap | i cat i
-of tne | a800n i u i d | eve | reaches e i eva-
tion��t"4^� �A���nas marked by parmanent markers . Stop pump-out when
the fluid level reaches elevation-_ 0.0 or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0. 4
inch per hour .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a viSorous 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
out | ets .
S. The Clean Water A.ct of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment , Health , and Natural Resources , Division of Environ-
menta | Management , has the responsibility for enforcing this | aw.

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SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4 .0 ACRES
USE THE SEED MIXTURE INDICATED,-
0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30
240 L8S. ' PENSACOLA ' 8AHIA GRASS @ 60 L8S. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
32 LBS. HULLED 8ERMUDA GRASS @ 8 LDS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
O LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEM8ER 1 TO MARCH 30
'
LBS. ________________________________________________
APPLY THE FOLLOWING.,;
4000 LEE. OF 1��10-10 FERTILIZER ( 1000 LBS. /ACRE)
8 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTUR8ED AREA IMMEDIATELY AFTER EARTH MOVIN� IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORIN8 TOOL OR NETTING.
1 . PENSACOLA BAHIA8RASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING 8AHIA, IT IS RECOMMENDED THAT 8
L8S. /ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS IS ESTABLISHED.,

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SEEDING RECOMMENDATIONS T�- y^ /(� wf ���w
--------------------------
AREA TO BE SEEDED: JLq0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS 0 60 LBS. /ACRE
( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30 '
`
0 LBS. ' PENSACOLA ' 8AHIA GRASS @ 60 L8S. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
/��
�� L8S. HULLED BERMUDA GRASS @ 8 LBS. /AC.
( SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 L8S. RYE GRAIN @ 30 L8S. /ACRE (NURSERY FOR FESCUE)
RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION )
SEEDING DATES: DECEM8ER 1 TO MARCH 30
L8S. ________________________________________________
APPLY THE FOLLOWING:
1[069 L8S. OF 10-10- 10 FERTILIZER ( 1000 L8S. /ACRE)
�
,�
TONS OF DOLOMITIC LIME (2 TONS/ACRE)
�
;Z1308ALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. , SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. '
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT . APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING..
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
8ERMUDA 8RASS . WHEN USING 8AHIA, IT IS RECOMMENDED THAT 8 '
L8S . /ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS 18 ESTABLISHED.

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�U WHOM IT MAy CONC�RN�
'
I h�reby acknow ( e E� that the SCS personne | bave exp / ained to me
[
the Proceuure� for comp ded in my swine operation . A | so ,
] und�r �t/ o'd t|.at the � i �|.ose | / ��oun ui | | have to pumped periodica.l | y
11 th | s ma teria > wi | \ �* ��p | � ed on the \ and in a manoer thj.t wi | | pot ~
' ~
e a ff t|.er understaod t oximate | y
. .
___-____ acres uf | and w | bo needed to
diapose of t 1-1 t rom ed siwime nper-atimn .
!
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�and»wner ^ ' — ---
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