510112_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verifv all information and make anv necessary corrections below.
Application must he signed and dated by the Permittee.
1. Farm Number: 51-0112 Certificate Of Coverage Number: AWS5101 12
2. Facility Name: C&S Johnson
3. Landowner's Name(same as on the Waste Management Plan): Curtis R Johnson A 4cau- j o✓n17s
4. Landowners Mailing Address: 296 Shade Tree Rd Fodr &J— /V 2 96 I/V
City: Benson State: NC Zip: 27504 �d"n'�5� � U cs�
Telephone Number: 919-369-1000 Ext. E-mail: curtisiohnson(i�embarymail.coin q��(-Z 47-961
5. Facility's Physical Address: 296 Shade Tree Rd City: Benson Benson State: NC Zip: 27504
6. County where Facility is located: Johnston
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code): q14 X- 'fVOO
9. Integrator's Name(if there is not an Integrator,write"None"): Prestarze Farms Inc
10. Operator Name(OIC): Curtis R.Johnson Phone No.: 919-369-1000 OIC#: 18478
sfA&.'3 4.4"...,.
11. Lessee's Name(if there is not a Lessee,write"None"): jjav►c, 4�Q Zf6 gt to$ �7 (07
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,080
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON] /Q'�s C a , 39,000.00 19.00
Mail one (1) copy of the Certified Animal Waste Management_ Plan (CAw'MP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
14. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist containing:
tea. The method by which waste is.applied_to the-disposal fields(e ._irrigation,injection,etc.)
t%b. A map of every field used for land application(for example:irrigation map)
rfc. The soil series prdsent on every land application field
/d. The crops grown on every land application field
4,-'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
j h. The required NRCS Standard specifications
✓2.. A site map/schematic
0. Emergency Action Plan
tA. Insect Control Checklist with chosen best management practices noted
t�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
„r7. 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 CA%VMP items above to: 2019PermitRenewalt,@.ncdeur.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A.and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: . Lit e 1s Vk,nsty-i Title: I^ L ---
Signature: t, -� _ Date:
Na.=._: V ohn n Title: ��� �.2
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:2019PermitRenewa1 R ncdcnr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

p ,
ROY COOPER
Gcwernar �� .E'S�. i
MICHAEL S.REC,AN MAR 2 9 2019
Secretary ..
LINDA CULPEPPER NORTH CAROLINA ;;vc-Qualhv
p«rttor Environmental Quality
February 27,2019
Curtis R Johnson
C&S Johnson
296 Shade Tree Rd
Benson,NC 27504
Subject: Application for Renewal of Coverage for Expiring State General Pen-nit
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 https://deQ.nc.pov/about/divi ions/"later-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 vour continued coverage under the State Non-Discharge General Permits you must submit an anplication for
permit coverage to the Division. Enclosed you will find a "Request.for Certificate of Coverage Facility CurrentIN Covered by an
Ex irine State Non-Discharge General Permit." The a lication form must be completed- si ned and returned by Aril 3 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
completed and signed application form. A list of items included in the CAWMP can be found on pave 2 of the renewal
application 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,
.ion Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Raleigh Regional Office,Water Quality Regional Operations Section
Johnston County Soil and Water Conservation District
AFOG Section Central Files-AWS510112
Prestage Farms Inc
t NzrthCerz-ra.Department ofErti'r3rmarta Qua tyID"mz_wof Water Fiesol;roes
512 N Sa s@;,N St-I iRM Wa':Serv"De Car ter I fia z gf,Flora'Caro`ra 27£99-1sz6
91'9.7D7,9DD D

3 /f' 9 .
Waste Utilization Plan a, �
Producer: Curtis&Stacy Johnson County: Johnston
Name of Farm: C&S Johnson
Location: 269 Shade Tree Road
Benson NC 27504
Phone: [phone]
Type of Operation: Wean-Feed
Number of Animal: 6080
Storage,Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 2567 ton/year
Amount of plant available N(PAN)produced/year: 2918 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
S. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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.
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 applications 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.Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made,which

C&S Johnson Page 2
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 the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production.This
waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Field No. Soil Type Crop Yield/Ac Lbs. N *Acres Lbs N Month to Lbs.N
Pulls Code unit Used Apply Per Ac.
2724 H-1 GeB Corn 75 * 0.98 1.475 109 FEB15-JUN 73.75
2724 H-1 GeB Wheat 35 2.4 1.475 124 SEP-MAR 84
2724 H-1 GeB Soybeans 28 4 1.475 165 APR-SEP15 112
2724 H-2 GeB CB-Hay 6 50 2.41 723 MAR-SEP 300
2724 H-2 GeB OS-Hay 1 50 2.41 121 OCT-MAR SO
2724 H-3 GeB CB-Hay 6 50 2.90 870 MAR-SEP 300
2724 H-3 GeB OS-Hay 1 50 2.90 145 OCT-MAR 50
2724 H-4 GeB Corn 75 *0.98 0.91 67 FEB15-JUN 73.75
2724 H-4 GeB Wheat 35 2.4 0.91 76 SEP-MAR 84
2724 H-4 GeB Soybeans 28 4 0.91 102 APR-SEP15 112
2724 H-5 GeB Corn 75 *0.98 0.81 60 FEB15-JUN 73.75
2724 H-5 GeB Wheat 35 2.4 0.811 68 SEP-MAR 84
2724 H-5 GeB Soybeans 28 4 0.81 91 APR-SEP15 112
2724 H-6 GeB Corn 75 *0.98 1.075 79 FEB15-JUN 73.75
2724 H-6 GeB Wheat 35 2.4 1.075 90 SEP-MAR 84
2724 H-6 GeB Soybeans 28 4 1.075 120 APR-SEP15 112
2724 H-7 GeB Corn 75 *0.98 1.305 96 FEB15-JUN 73.75
2724 H-7 GeB Wheat 35 2.4 1.305 110 SEP-MAR 84
2724 H-7 GeB Soybeans 28 4 1.305 146 APR-SEP15 112
2724 H-8 GeB Corn 75 *0.98 1.40 103 FEB15-JUN 73.75
2724 H-8 GeB Wheat 35 2.4 1.40 118 SEP-MAR 84
2724 H-8 GeB Soybeans 28 4 1.40 157 APR-SEP15 112
2724 H-9 GeB Corn 75 *0.98 1.405 104 FEB15-JUN 73.75
2724 H-9 GeB Wheat 35 2.4 1.405 118 SEP-MAR 84
2724 H-9 GeB Soybeans 28 4 1.405 157 APR-SEP15 112
Total 22.07 4119lbs.
Available Nitrogen 2918 lbs.
Surplus or deficit -1201 lbs.
*See Narrative
*Nitrogen reduced on corn by 20 lbs/acre for residual nitrogen from soybeans.
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.

C&S Johnson Page 3
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 bermudagrass),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 to reach materity,
especially late in the season (i.e.April or May)Shading may result if small grain gets too high and this will
definitely interfere with the 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 mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock.Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers,filters 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 field 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.
SLUDGE APPLICATION:
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 438 lbs.of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2189 lbs. of PAN to utilize.Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 1.90 7
acres of land. If you apply the sludge to corn at the rate of 125 lbs.of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed.Actual
requirements could vary by 25%depending on the sludge waste analysis,soil types, realistic yields,and
application methods.
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 application amount should not exceed the available water holding capacity

C&S Johnson Page 4
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 irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(in/hr) Amount
2724 H-1 GeB Corn 0.35 0.50
2724 H-1 GeB Wheat 0.35 0.50
2724 H-1 GeB Soybeans 0.35 0.50
2724 H-2 GeB CB-Hay 0.35 0.50
2724 H-2 GeB OS-Hay 0.35 0.50
2724 H-3 GeB CB-Hay 0.35 0.50
2724 H-3 GeB OS-Hay 0.35 0.50
2724 H-4 GeB Corn 0.35 0.50
2724 H-4 GeB Wheat 0.35 0.50
2724 H-4 GeB Soybeans 0.35 0.50
2724 H-5 GeB Corn 0.35 0.50
2724 H-5 GeB Wheat 0.35 0.50
2724 H-5 GeB Soybeans 0.35 0.50
2724 H-6 GeB Corn 0.35 0.50
2724 H-6 GeB Wheat 0.35 0.50
2724 H-6 GeB Soybeans 0.35 0.50
2724 H-7 GeB Corn 0.35 0.50
2724 H-7 GeB Wheat 0.35 0.50
2724 H-7 i GeB Soybeans 0.35 0.50
2724 H-8 GeB Corn 0.35 0.50
2724 H-8 GeB Wheat 0.35 0.50
2724 H-8 GeB Soybeans 0.35 0.50
2724 H-9 GeB Corn 0.35 0.50
2724 H-9 GeB Wheat 0.35 0.50
2724 H-9 GeB Soybeans 0.35 0.50

C&S Johnson Page 5
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 limitations.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 instances should the volume of the waste be 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
Pulls H-1, H-4-H-9,are in a two-year rotation of corn,wheat,and soybeans.The acres have been reduced by
one-half to allow for PAN for each year.
Use the following table for acres in each pull on IRR-2 form:
Pull Acres
H-1 2.95
H-2 2.41
H-3 2.90
H-4 1.82
H-5 1.62
H-6 2.15
H-7 2.61
H-8 2.80
H-9 2.81
Total 22.07

C&S Johnson Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade
conveyances,direct application,or direct discharge during operation or land application.
Any discharge of waste 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 waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization,or available land.
3. Animal waste shall be applied to meet,but not exceed,the nitrogen needs for realistic crop
yields based on soil type,available moisture, historical data,climatic conditions,and level
of management,unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons,but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field.(See FOTG
standard 393-Filter Strip).
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 irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland.When 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 that runoff
does not occur offsite or to the 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 or flies.
8. Animal waste shall not be applied to saturated soils,during rainfall events,or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual for leaching.Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients.Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial property boundary
and from any perennial stream or river(other than an irrigation ditch or 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. (See Standard 393-Filter Strips).

C&S Johnson Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. 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 wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways,waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks,etc.,shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation will be established on all disturbed areas
(lagoon embankments,berms, pipe runs,etc.). Areas shall be fenced as necessary to
protect the vegetation.Vegetation such as trees,shrubs,and other woody species,etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated,the owner is
responsible for obtaining and implementing a "closure plan"which will eliminate the
possibility of an illigal discharge,pollution and erosion.
19. Waste handling structures,piping pumps,reels,etc.,should be inspected on a regular
basis to prevent breakdowns, leaks and spills.A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage(pumping volume)of all waste treatment lagoons.Pumping shall be
managed to maintain the liquid level between the markers.A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element.Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained.Soil and waste analysis records shall be kept
for five(5)years. Poultry dry waste application records shall be maintained for three(3)
years.Waste application records for all other waste shall be maintained for five(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: C&S Johnson
Owner/Manager Agreement Curtis&Stacy Johnson
I(we)understand and will follow and implement the-specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above.I(we)know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked.I(we)also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year,24 hour
storm.The approved 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 available for review by NCDWQ upon request.
Name of Facility Owner: Curtis&Stacy Johnson
Signature: Date: & 9
Name of Manager(If different from owner)
Signature: Date:
Name of Person Preparing Plan: G.Glenn Clifton -
Affiliation: Prestage Farms,Inc. Phone: [phone]
Address: P.O.Box 438
Clinton,NC 28329
Signature: Date: 3/a=/9

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FFZequiremer}t Mate Nc+nciiscf�ar ,-
State Nondis,-nary g I
Annual Certification ,., with Certification C�E�C3
N/A
,Only if Notified;Mainly C�nfy if otific-ci;F €sin€y 'Due f arclti 1st Each Year
PLAT Facilities In Watersheds
Sensitive To Nutrient
Sensitive To Nutrient 5 v��r r
Enrichment
Sind L E:.�luatior;s Re uired Annuall _
Land Ap plicaiicr Required Annuall Re uired Annual[ -
E uiument Calibrations Every Two Years Annually -
Records Retention -- _ Annually
Three Years -- Five Years
Five Fears
! JSubmlt Major Changes To Submit Major Changes To Submit Major Changes to
Waste Plan Changes Regional DWQ Within 30 Regions€ DW Chan for o
Q Within 30 DWQ Central30
Calendar Days Calendar Days day Public Review and DWO
A proval
Waste Analysis Within 60 Bays Before/After 'Within 60 bays Before/After Within 60 Days Before/After
_ Applicat€on Event
Application Event
Soil Sam le Anal sis _ _ ;Application Event
Re iced Annual Required Annually
Freeboard Records Required Weekl y Re uired Annuall
Rainfall Records Required Weekly Reouired Week!
Rculred Dal,+ ,Requ€red t�ail4
�R�—e-q�u€red After Precipitation Required After Precipitation -uired Dailv
Waste System inspections 1 Inch and At Least Required Inch and At Least gaited After Precipitation >
_---- ft�ionthl Monthly i 1 Inch and At Least Monthly
EGroir-,;Tield Records i Rewired - - _
Stocking and Mortality __ Required Reouired -
Records Required Required u�
Required
Transfer Records When
APplicabie Required Required ---�
Required
Weather Code -
'Day Before, Day Of, and
Da •Before, Da
Documentation During Application Events Day After Application y Of, and say,
Events _ After Application Events
Reg-sired And includes l Required And lncldes
120 Minute Land Application Inspection Of Tile Drains, j Inspection Of Tile Drains,
s - --
Inspections Ditches, & Drainagewa l
Y f Ditches, & Drainageways Required
Documentation And For Dischar es For Dischar es
Balancing of Nitrogen Required
A lications I Required Required
Documentation of
Phos horous A lications N/A Required --
Balancing of Phos horous Required
p Required On High PLAT Required On High PLAT Required On High PLAT
A lications Rated Fields
Water Line Inspections NfA Rated Fields Rated Fields
Rainbreaker Or Constant Bait Dail
Monitoring During irrigation N/A
Events - - Required Required
100 Feet (35 Feet If
PermaLand Application Setbacks Current State Requirements Current State Requirements I Surface f Waters,ent Vegetation) s,
Vtr'etian ds,
And Conduits To Both Plus
Current State Requirements
Sludge Incorporation
Within 2 Days Or Before Within 2 Days Or Before
(Applies To Conventionally Next Rainfat( Event
Tilled, Bare Soil Next Rainfall Event Within 2 Days After
Time Frame For Sludge Whichever Occurs First Whichever Occurs First Application On The Land
�ompllance Within 2 Years Within 2 Years
By The End Of The Permit
Under Both The State General Kermit And The State General Permit With Certification: Land Application Must
Stop Within 4 Hours Of The National Weather Service issuing a Hurricane Warning, Tropical Storm Warning,
or Flood Watch Associated With A Tropical System For The County In Which The Facility Is Located

CUD 0:
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•7�E

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 919- 571-4700..
EMERGENCY MANAGEMENT SYSTEM 919-989-5050
SWCD 919- 989-5381
NRCS 919- 989-5381
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 raze.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field—actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff.
d. _ Evaluate and eliminate the reason(s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
C: Leakage from the waste pipes and sprinklers—action
include:
a. Stop recycle pump.
b. stop irrigation pump.
C. Close valves to eliminate further discharge.

d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid
separators-action include:
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 well or ditch to catch all seepage,
put in a submersible pump, and pump back to
laqoon.
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 anv 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 :caters?
g. Are potable water wells in danger (either on or off
of the property) ?
h. How much reached surface :caters?
3 : Contact appropriate. agencies.
a. During normal business hours, cal_ your DWQ
(Division of Water Quality) regional off_ce; _hone
919-r 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, Breather and grind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
1. if spill leaves property or enters surface Haters,
call local EMS Phone number 919- 989- 5050.
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 919-989-5380, local SWCD
office phone number 919-989-53$1, and local NRCS
office for advice/technical assistance phone number
919- 989-5381.
4: If none of the above works call 911 or the Sheriff's
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: ❑Lck Bq p _
b. Contractors Address:
C. Contractors ?hone: jy-_g,�1?6
49V
6: Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc. )
a. Name: Chris Smith - --
b. Phone: [phone]
6W1-r,20_,� y
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.
t
J auaa marl!woro/dn anczcNan.a cc
."t 1256 -

Insect Control Checklist for Animal Ok�4�rat^��U�s ~
.
Cause
1111N.111's 14)control Insects
'
~------------- —~--
---- —___'—_-- 1,4111111 Sysiclus _--__-_
FIJ — ^
` U duo(g»u|.
U' Kmnovu|obhixQo[xcmmmWu|Solids ill
---_—_ i
scharge
LoCmvu m^| |'i/s
l)c5l breeding is apparent to iiiiiiiiiii-ic Ille,
It inc'— over more -- ^.~~^ .....^..
[^c�`�ivcVxUxun,
Maintain^^ ^ Vegetative� c"mm/ ^""`G"oxxx m
' |oQoomm and oUurim �
pmm' lco(u\opmvux|
xcuom)|ilt inu oQcoxy|x9 vug1o<ivxmo(ter
x|m��wxtcr's edge oil |mpmm'huux|'spur{m6v:
^''y SYS/om,
|�xJS|`Uh/U" --_—_--
.= /^:,/go. ,qu/m" 000 xmhmml I,c*lxyslvma (vK, --' '— ' '- ------
hmIkvm and mm;"l/,}to mio|m|/u ||/u '
xomm/|mioxoN'xoyioX«»/st»X«
`
~^ �lcmxx|)q`i/bXxm/ xm*ioxhos|y 10 .
dnyio*n/x| /|mioXxmmoxc B']U day |mx/vo(
(1111 ing nio|x/�
,^^""""""`"`"". /ov /c,moxs PY |<*|/oxmo/mx/,n:uovo|odml ----- '-- — --' ''—
omoo,| |wo*'|iolx =|m,mr o[|ow| uomCc
nno, by ixox)"U '|mioq� xwny 6"m xi/x
mxVor providing m|m|omuuvoximoc/x (u8,
u/vzmJ billlx|vow, \KmixwJsimi|m high~ ~/moimom Kmio |vmkm,>.
�y hn|`xc| 11xm/ woov, "/kw/k x/` m:mm/|m*|
o`U'|s (o Uh,/ :;oi|o ill m^| (in| uwoKxx;
AN|/'

Source
11R.1 10
- ific ec p
A rc as Pr;131iiii-1111110 -low areas that Trap Illoislill-C lklolig
Hild feed wastage fences and ollier locilli()Ils w1jurc %vjjsjj.
accl 111m 1,11 es and distulballce by illijillills isMIA minimal,
Mai,litaill felice rows 111111 filler'strips around
animal holding areas to 111illijilize
accumillatiolls orwasles(!.C,, inspect rol.1111(1
remove or brealc ill)licet,111111jile(I soji(Is I,!;
liceded).
ccillllll�il(i()1lS o wilste,
Y n
Systems tello Ve spillage on 11 1-011fille basis(e.g., 7 - 10
(Illy I'llervill (1111-illg sillmner; 15-30 tl.ly interval
during winter)where 1111111111-c is loaded for laml
application or disposal.
n Provide for ade(Ill-,11c(jrjillige a,-ojljljI 111111jill.c
Stockpiles.
Cl Inspect Im lord remove or break ill)ilc(-11111111jilell
Wisles in filter strips around stockpiles jjjl(I
manure handling(onus,Is needed.
m-none ifffollualion collfild 111C Coollunitive Exiellsioll
Itale igh, N( -76 H. F111(1111111081Y, Box 7613, Ni)lljl 01roblill Staic I Illiversily,
f.
h I 1 11, 2

Swine Farm Waste Management Oclor Control Checklist
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Vegelative of wooded bliffers;
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"~ (}.mJ|/xkyomo�mx1commoxmc/mu
A �� �
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-'_- .-_-' - ^�°
Hmv uo(.xx� ° VVo mmoom'wwuux! Oow: r^ S\oxm| (|oo/x;
/� --
�� V/x\u/u/s\uco|u'\ovurxkmcJ Uo�x,|
Fl | euam ill high pmdo[uoUJ {kxus|
(-1 Scrape xmmoubxWdop0muU'xxu|
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pv� Um1cd|wl.vxoNo(imn for Ill yix�
------ '----'-----
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nx Uodudloorvumi}wim�
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M/7^� U.|oWw|.i�mokuo�uW|h'& [] ilx|xw� 0\ |iu*s|�� /uow \x8wm o[|m�owW �
7 ' . �
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'

-
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E//Jo[^|mm|`i u� u
�Uwo omvxym�� - - ° w wm
'~ °"� w°'"^" uo� lo/ pVuummun�uk
Iuuwm liquid lovel
L^n"w Lill k,c�
• Biological Illixilig; CY Correct lagoon slililill)procedures;
[J Mioimm: u&|(illiouWhen pvm`yhU;
' 1711 k4uuhaoicu|oxmdmx
^m� '
_- _ r= Proven biological mNWvm
III gommqxmUc' ° High
- '- ^^»rl ~~`"' `"x "°x" ~v/ /xvccvxowmo�
" Wind�hb ' ~-� .
|u' Minimum recommended o|umtioU|vessuw;
.�
��
Yow|) intake xm/ |u&oml |iYx|'|Sill filco;
171 |hmp8omu:cood'x|xXu|o&000
micloWill decomposition; ^~ ^^"«`"" »/mx/�vx� /onomU� ��104 -
° ��iui �&wh�� W|�o&� [3 1�mdk covers;
vum;
" AUi|ii\joo «1/e».emyVi»g [] Unaixm/rhux mo(�o[uo|�Jz
|ll'ovoubio|o4icil|mil|i|ivxsoruxkkxUo
In `~_,.."" p�wo � m m
/ � x� uw|i lx|oW �---------' ---'
° Ni«i/V<w1/Uu OU|xi6 |evc|� �
68iuxiuxwhuocoq8y6"& [] Kxmovusu|( eJuo|NsmUx|ody
Al;haljoll -- 'r-^~^'u' /'^ xw| oUx*^mo[dooy/ kxg^ ,
° V"|wi�8oxcxJokxo
[] W115hmsWoolmmmm0oxqxcnJuokuzuse;
Proven |`io|/$iq| o'Wilivas,xvxikvxs
Vo|mi�Uosum��vk���whi --''--- w --'-----'--- —'-�����-'------_-----
J/yioU , /x u | m w xUuco[s|o/I y/s|o'(lcs
woac^, 17.1 Soil incorporation viU/ix48Ilm''
.
Fl 8omm\ (o U/ix ox|l,mo bycm 1, 1.nY`il| '|/yhn&;
Proven biological mhU/ivxs vroxidiso/x
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|w� --'^^^~""p"°"w [� C*»|`�|u*`w"iogo� c^/
ox o / y'/v` [� |hvurhmoli*�um*n/*i'wo[.|iu|voo| |`i|s
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'

Mortality Management Methods
Irrdlcate with methods)W11 be implemented
When selecting multiple methods indicate a primary versus secondary option.
Methods other then those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Q CD landfill at municipal solid waste facility permitted by NC DEc`2, under GS IBA NCAC
13B.0200.
QRendering at a rendering plant licensed under G.S. f 06-168.7.
Complete incineration according to 02 NCAC 62C.0102.
❑ ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ,
® in the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106 549.70).
Any method which, in the professional opinion of the State Veterinarian,would make passible
the salvage of part of a dead animal's value without endangering human or anima►health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
i 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 plait is part of the facility's CAWNIP 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.
of Signature of Farm Owner/Manager Date
Signature of TechnU I Specialist Date

��TT�� onditionai Approval Verification Form
Facility Name: C°`S o v,- Facility No.: JI -//2
Owner(s) Name: S'I-ac -1
Mailing Address: �v o(,►, 7�/rJoo��// ��oi�a �� Phone No.. S5s/- g
County:
The facility has satisfactorily completed activities needed to meet the conditions of the
conditional certification submitted for this facility. The following items have been completed
and verified by me:
All land application equipment has been purchased and properly installed nd calibrated to
the correct specifications. Date of installation of equipment:
[y/The cropping system is in place on all land as specified in the animal waste management
plan. Date cropping system in place:
Name of Technical Specialist (Please Print): jri_5 5/97.', '
Agency: /I/d.r -s — - - - -
Address (Agency): l9,,ff 51 e Phone No.:
Signature: _ _ L �12ti � Date: 9 `'
I verify that the above information is correct and has been satisfactorily completed. I realize that
I will be subject to enforcement if I failed to complete my conditional certification by the date
specified in my Certified Animal Waste Management Plan Certification. I also realize that
failure to meet the conditional certification date is grounds for revocation of my permit or
deemed permit status.
Name of Land Owner(Pleease Print)_ Cor-S
Signature: r o4- Date: 2 e
Return within 30 days following receipt to:
NC Division of Water Quality-Non-Discharge Compliance
and Enforcement Unit
Attention: Sonya Avant
1617 Mail Service Center
Raleigh,N. C. 27699-1617
[phone] extension 571
April 5, 1999
CAVF-1
sla

Wettable Acres Determination Certification
Dame of Facility: 5� — �11l�svf'_7 Facility lumber: �_- //,�
Owners}Name: �J c4►- s A� --S ///•S�n Phone No: y'�S 'l a
Mailing Address: �'� F_ r &fo 5
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable.Acres Determination. All necessary Wettable Acre Deterntination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to re sect actual wetted acreage. A copy of all
worksheets. calculations, and other Wettable Acres Dtt -mination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Dete-rnina ion Certification will be filed with
the local Soil and Water Conservation District. A copy%gill also be kept on site with the Certified
Animal Waste �ManaRe.ment Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation_ Ifary
modifications to the existing irrigation system or any nee%, irrigation equipment -was required to
adequately address the waste management needs o this facility. an llrigation Specialist or
Professional Engineer has certi led the design and installation below.
Owner Name: 54 o f
O�,nerSicnatu-" - Date:/.? � %y
l_
Technical Specialist Dame:
Technical Specialist Signature: _ Dale: /.
If assisted b-,- an Irrigation Specialist or Professional Engineer please read and sign beio«-:
Animal waste application equipment has been designed or modified to apply waste as necessa_-%- to
accommodate the Waste management plan and according to MRCS Standards. Animal tiyaste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation Specialist/PE Name:_
Irrigation Specialist/PE Signature:_ Datc:
Submit this corm to:
Attn: Sonya :I_.yan'.
Non-Discharge Conp;ianc.. f;M'.
Division. of W at-,r Qua.Ir.
1617 Nlail Seryic:f C;2ntZI:
Raleigh. NC 2'?6nu-1617
11 ADC-7/99
} _ Of

CERTIFICATION CHECK LIST FOR
EXISTING IRRIGATION SYSTEMS
1. Waste Utilization Plan
✓ Operator has acceptable waste utilization plan
V/Planned irrigation system is compatible with e of p type waste storage facility, soils,
crops and pumping schedule shown in the waste utilization plan
2. Field Specifications (Use USDA-NRCS Table 1 or Similar Table)
✓ Legible FSA photo copies and county tax maps of effluent disposal fields
L/ Maximum useable acreage of each field shown excluding buffer or restricted
irrigation areas. The designer will decide usable irrigation area of each field.
c,"."'Soil types of each field
Average slope of each field
Crops to receive animal waste are shown for each field
_' Recommended maximum average precipitation rate in each field(«•here there is
more than one soil/crop combination that results in a different recommended
precipitation rate, show the recommended maximum average precipitation rate for
each combination)
Recommended maximum application amount per irrigation cycle in each field
(where there is more than one soil/crop combination that results in a different
recommended application amount, indicate the recommended maximum
application amount for each combination)
3. Forking Map or Sketch
Ditches,perennial streams,wetland areas,and other bodies of water are identified
along with the size of each.
Ii Surrounding water wells are Iocated
Surrounding dwellings, schools, hospitals and other important structure locations
are shown
1 10/14/97

.CERTIFICATION CHECK FIST FOR
EXISTING IRRIGATION SYSTEMS
_Highway right-of-way locations are indicated
L Location of farm roads, fences and other obstructions are shown to scale on map
Critical property boundaries are shown
Critical elevations that are used in total dynamic head computations are shown
��Location of irrigation mains and laterals, sprinkler or gun hydrants,thrust blocks,
etc. are shown with the design spacing of hydrants and pipelines recorded on the
map or sketch. This will be accomplished by the irrigation systems designer.
(If Possible)
4. Irrigation Design Parameters (Use USDA-NRCS Irrigation Design Parameter
Worksheets or Similar Worksheets)
A. Traveling Gun Parameters (USDA-NRCS Table 2 or Other)
�/ Type of speed compensation(USDA-NRCS Table 4 or Other)
Design travel speed for each pull
t Design precipitation rate for each pull
_Design application amount shown for each travel speed
,/ Effective width(lane spacing)and effective length for each pull
_ZOperating pressure at the reel and the gun for each pull
_/ Nozzle diameter in inches, indicate type of nozzle (taper bore or ring)
Wetted diameter at specified operating pressure
_ LZArc pattern for each pull
L�Hose length and inside diameter
---t,—/ Make, model and type of traveler and gun with manufacturer specifications
included
2 1.0/14/97

CERTIFICATION CHECK LIST FOR
EXISTING IRRIGATION SYSTEMS
Computations of acres receiving uniform coverage
L-ZSpecifcations on hydrant type and construction
B. Solid Set/Permanent Sprinkler or Gun Parameters (USDA-MRCS Table 3 or other)
Design hydrant or sprinkler spacing and pipeline spacing
Operating pressure at sprinklers or guns
Nozzle diameter in inches, indicate type of nozzle for gun sprinkler
(taper bore.or ring)
Wetted diameter of sprinkler or gun
Arc pattern and location of partial circle sprinklers or guns
Design precipitation rate for full and partial circle sprinklers or guns
Design operating time for full and partial circle sprinklers or guns
Computations of acreage receiving uniform coverage
Make, model and type of sprinkler or gun is shown with manufacturer
specifications
C. Parameters of Other Irrigation System Type:
Design operating pressure at the sprinklers/gun
Design precipitation rate
Travel speed for system
Design application amount for each travel speed
Computations of acreage receiving uniform coverage
Make,model and type of equipment along with manufacturer's literature
3 10/14/97

CERTIFICATION CHECK LIST FOR
EXISTING IRRIGATION SYSTEMS
5. General
Irrigation specifications should include a pumping schedule for each field giving
the number of pumping hours required to meet the crop PAN requirements. This
schedule should indicate the gallons or acre-inches to be applied per acre, the
amount of each application and the total number of applications. The schedule
should also give some idea of the timing of the applications.
The Plan should discuss application record keeping, need for sample analysis,
need for soil sampling and length of time to maintain records
The Plan should mention the need for an Emergency Action Plan (EAP).
The Plan is the responsibility of the grower.
The Plan should include information on annual system evaluation
The Plan should discuss soil type(s), soil(s)maximum infiltration rate, total PAN
generation to include sludge, loading rate(s) based on Realistic Yield Expectations
(RYE), and maximum loading rates both during summer months and wetter
winter months
4 10/14/97

Wettable Acres - Check-off]List
1) CAWIVIP Wettable Acres Worksheet
2) CAWMP Tvpe Equipment Field Data Sheet
3) CAVVW Wettable Acres Computational Worksheets
4) Form IRR-2 (note: one MR-2 per computational worksheet)
5) Maps:
1. property lines
2. buildings r�
3. lagoons ✓
4. wells, used and abandoned
5. ponds ✓
6. streams
7. highways
S. farm roads
9. application sites (fields)
10. homes, churches, etc. ✓ /
11. north arrows and scale (1:400', 1 :200', etc.) �

CERTIFIED ANZ i_4L WASTE R14NAGEN-IENT PL.kN. CAt [P
N ETTABLE ACRE DETERMINATIONS
1 General Instructions
a. The CANVIMP Field Data Sheet(s) is/are used to provide data on the irrigation system(s)
being used on the farm and the wetted acres are computed using the appropriate computation
method for CAWMP wettable acres, depending on the type of irrigation system. The data
sheets and computation sheets will be attached to the CAVTNT and copies of the entire file
will be located in the local Soil and Water Conservation District Office and in the farm
records. The farm file should be available to Division of Water Quality(DWQ) inspectors
and Division of Soil and Water(DSW) operational review personnel.
b. If a detailed map of the buildings, lagoon(s) and land application areas is not available.
obtain or generate a map of the property to a defined scale. The map IM11 include all fields
used for land application of wastewater. Locate on the map property Iines, buildings.
lagoons, wells (whether used or abandoned), ponds, streams, highways, farm roads and all
land application sites. Also show all residences and places of public assembhv that are MtUn
200 feet of a land application area and all wells that are within 100 feet of a land application
area. There are a number of sources of maps. These include FSA maps which generally
have a scale of 1-inch = 660 feet and county tax maps which normally have a scale of 1-inch
=400 feet or 1-inch=200 feet. Some counties now have the capability to generate a map
from GIS data. These are generally more up to date and provide much greater detail. It is
also possible to survey with total station equipment and generate an up-to-date map. Some
growers may elect to have an aerial photo made of the property and this provides an up-to-
date map. Some eastern counties can provide maps prepared after Hurricane Fran. The scale
on the map needs to be large enough to show details of the particular irrigation system being
used. For example for a hard-hose traveler systein a scale of 1-inch =330 feet might be
adequate. For a stationary sprinkler or stationary gun system. a scale of 1-inch =200 feet is
the minimum scale that will provide the detail needed. The map selected must be adequate
to provide an accurate field by field description such that irrigated acres can be obtained. Be
sure that the scale is shown on the map and the north direction indicated. f a ma is
enlarged ensure that the scale remains accurate. This may re uire having the
enlargement done by same commercial com any that vvill guarantee accuracy.
2. There are potentially seven types of irrigation systems that can be used. Check below to indicate
the types)used on the farm.
a. Hard-hose traveler
b. Stationary sprinkler system with permanent pipe
c. Stationary sprinkler system with portable pipe_
d. Stationary gun system with permanent pipe
e. Stationary gun system -ith portable pipe
f. Center-pivot system _
g. Linear-move system

raj
CERTIFIED ANINLAL WASTE NLANAGEMENT PLAIN
WETTABLE ACRES WORKSHEET
Farm Name: <Ah L"? Facility Number: -��_ //.:2_
Manager or Producer Cus , s fp< _ h`is0•1 _ Phone
// <.
Technical Specialist: f7t•i Gt) , r,,; Phone# /
Facility Contact: Phone t
Mailing Address:
PtlS�ir � ,-Zc
Was farm sited for animals prior to 10/1/95: Yes�/No
If No, date farm sited for animals:
Imgation Svstem Ttiv_e
(Check all that apple)
Stationary sprinkler with permanent pipe Center-pivot system
Stationary sprinkler with portable pipe Linear-move systern
Stationary gun with permanent pipe —Vll� Hose drat traveler
_. Stationary gun with portable pipe
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-?.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
/.Z
Si e(Mmager or Producer) Date

C.4 11IP HARD-HOSE TRAVPLER FIELD D_4TA SHEET n
1. Make and model number
2. Hose length and hose inside diameter(ID) V
3. Gun make and model number " —
A
4. Gun nozzle size_LC$ inch, yi ring orifice,
taper bore orifice.
(May need to measure nozzle diameter.) /
5. Hydrant spacing r - ' ( feet. Indicate whether uniform,_L! random.
Number of exterior hydrants -- _ . Number of interior hydrants
b. Operating pressure at hose reel 11 psi. - - -
-jefL`observed at working gauge, provided by owner.
7. Gun vetted diameter- -3 �Zn feet. f
✓measured, y based on gun chart.
8. Gun pressures s psi.
t/bserved at working gauge, eased on calculations (show calculations),
e/determined from gun charts.
**9. Supply line size.-+— inch (from pump to Iast hydrant). pf-c_
**10. Supply line length p feet(maxi um pumping distance).-Plf C 7'-,41a
**11. Supply line type PVC, aluminum.
**12. Pump make and model number r e .
.3JO19k
**I'. Pump capacity, gpm.
**14. Engine make and model number
**1 5. Electric motor horsepower and rpm h or
— p - _rpm
L.- It is strongly recommended that operating pressure at the reel and gun werred
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cai­t for
each travel lane and show distance traveled. Also indicate the normal are angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres .N-111 be
determined by travel lane `
** Optional data, furnish where possible.
*** Information furnished by
r �
and/or
S1na Owner or Facility Representative Signature of Technical Special' t
S/
PrinLV Name of Owner or Facility Representati e Printed name of Technical Specialist
Date -, -F- Date e-."'
r
r
*** Only the person or persons collecting the data should sign he data s ez-t.

CAW\IP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1 Farm Number(Identification) � Field Number(Identification) ,,7
2_ Irrigation System Designation �- Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler•G,,7 Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers 9 Interior sprinklers �Exterior sprinklers
Number of Travel Lanes Interior Lanes Exterior Lanes
5_ Wetted Diameter [feet] From field data sheet Length of pull [feet]
6. Spacing/$b - u Lateral/Hydrant Spacing [feet] , 7jO-80 [as percentage of�retted diameter]
Sprinkler spacing along lateral [feet] [as percentage of Wetted diameter1
7_ Sprinkler or Hydrant.i-::.yout Multiple Laterals/Hydrants
_ Lf��j Single LateraL'Hydrant _ Excessively spaced Sprinklers!Hydrants
S. Read the irrigated area per sprinklen travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
See -j R R-Z (a) Acres start end of pull from Table Column
�
J (b) Acres middle portion of pull�/ {Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
/--�/ cV `� Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
FE�d {Pull Length [feet] X Wetted Width [feet])/43,560
C—T (c)Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulp
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X Sprinklers or Pulls = _ Acres
(b) Acres per Exterior Sprinkler or Pull X 9 Sprinklers or Pulls = Acres
Total N�'ettable Acre for field (Sum: 9: + 9b)
\Vettable Acre Computational Worksheet Completed by: Date:0- -/

o
----- --__ - - ` --- ' - _ -3 3
-- -- -140. ----- - __-_------------

T1 DLE 2 - Traveling Irrigation Gun Settings
Make, Morin/and 7'Y1te of Equipment:
EQUIPMENT SETTINGS
rir.lrl flo' Travel Applic Minn TRAM LAN- welled Nozzle Operaling Operalfna
rind Speed Rale Effective Effeclive Dlameler Diarneter Pressure Pressure Arc
—I lydranl Nnz (Morin) (Infly) Width(fl) Lem Ih(fl)_ (feel) (In 11,31 rM Oun(psi) (fn Reel(psi) Patterns Cnmmerlla
— _ -
—_
" 75 9 /en 6 3 0� 3 0 , o� sa sS Imo- c7
rp - -z --
s�nc�t� 115 - , ybb AC a3a �o. ,.?- 12q
- -------- - •l�_ ___ _
L/�v _ .33� • b�ti ey S7S� �D S 70 pu,�
SfA v
_ .2_.3K9 _
o 1
'Se(1 ollachod nrah prnvifleci by the Field Offlre for fiald Inralion(s).
'Ihow separate enlries for enrli liyclrant location in each field.
al-I,e Iltr. (nl►rnving abbreviations for various arr, pallerns: r (full circle),TO (Illree r111a'dei's), TT(two thirds), 11 (half circle,), T(one Ittirrl), 0 (nne rliremseg).
May also file deforeti of flrc in degrees.
irrhalinn Pararnrlrrs

T/ DLE 2 - Traveling Irrigation Gun Settings
Makr., Model and 73gic of rryudllnfenf:
EgUlr IdCNT SETTINGS
Field Nol Travel Applicalinn TRAVE�L LANE Welled NOZ21e Operating faperalinn
oral Speed Rnle Effective Effective niameler Diameter Pressure Pressure Arc
Ilydranl Nn' (ftlmin) (Inlhr) width ff Lenf Ih ft_____._ _._ ( 1 _t ( } (fr.el) (In�i1r.5) OF Olin(psi) pf Reel(psl) Pallerns Cnrnrrrenls
A,—:09 38A a Aj �sv
..........
r�Q
Zy- _ 3 6 _ �P ss�.
� -
'SOO attached Ina( nrovidecl Ily the Field Office for firld Incation(s),
'Slinw separate cnlrles for each hyclrant location in each field.
'Else the fnllnwinn abbreviations for various arc niillerns; F (full circle), TQ (threr. r)uailers), TT(two thirds), 14(half circle), T(nne, thirri), Q (one (livirler).
t,Tay nlsn Ilse degree of err,in dr.rlmes.
lrrfflaNnn raramplers

TADLE 2 - Traveling Irrigation Gun Settings
Atake, Aforlr.!wid Type of Egrtif Illelth
r-QUIPMENT SETTINGS
('ir Irl Jln' Travel Applicalinn TRAVEL LANE Weller) (Jrr�rlr. Opervillrig operating
and Speer[ Rile Effective rfleefive nlarneter nl�rnr.lrr pressure pressrtre Arc_llyrl(nrrl IJn7 _(flhnin) (InINr) Wlrtllt{ll) LertrJlir(fl) (feel)__ _._....--•-•— ) ...... r.$) (�Gun lhs�) Ir"n�Reel(psl) pallern� rmnmenls
4226
- - -- - �. -
_. Es � ca it is Tam p
sud ,a�
'.r.n allarhr.rl nlai) hrnvirlerl Ihy tilt: Field Ofrire for rir,lrl Inrnfinn(s),
'Shm sr.imrale entries for each Ityrlrant locntinn in each rielcl. /b-�—�� 1
�Llnr. Ille fnllotving abbreviations for variotis arr rntternn: F (fill[ rirrle), T(� {Ihrr.r. rlu;site�s), TT(hvo Ihirrls), H(half rirrle), T(nne ihirri) (nJlr, rinarler),
flay alsn u.^,r, r1rpree of arr in rirrirces.
frrl,ryalinn pararnrfr.rs ;

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AZ �
rr ■r i� wa >: � � r
s r ■r. s a■r i t �_s
' INDUSTRIES��
a�
' Operation Manual
Reel Rain
Series 1025, 10279 1030 & 1033
October 1995
-z
-e,-
r
Reel Rain Serial No.t
Manual Part Number MAN-040
Beginning with serial A33603
AMADAS INDUSTRIES
1100 Holland Road 1701 S. Slappey Blvd.
Suffolk, Virginia 2M34 Albany Georgia 31706
IN DUST III ES Tel. [phone] Tel. [phone]

AMADAS SERIES 1030 REEL.RAIN _ OPERATIOP
gYv USING THE CHARTS
_3 Using the charts you can determine the correct speed, lane spacing, and depth of water applied for different appli
` cations. Follow these steps to use the charts and refer to the Appendix for additional charts. For our example we
chose the Model P150 Slow Return gun with a 24° Trajectory Ring Nozzle.
To use the charts. Suppose your Reel Rain has a Nelson Model P150 Slow Return gun and a 1.18"ring installed
on the gun. With the irrigator turned on, the pressure gauge on the gun cart reads 90 P.S.I.
= Refer to the chart for the Nelson P150 gun. To determine the gallons per minute, or GPM, cross reference the rint
size with the measured P.S.I. Notice that for the Nelson P150 gun with a 1.18"ring size, the GPM is 154 and the
Wetted Diameter is 2951
.
GPM CHART FOR NELSON P150 SR GUN
P.S.I
Ring .86" Ring .97" Ring 1.08" Ring 1.18" Ring 1.26" Ring 1.34" Ring 1.4'
GPM DIA. GPM DIA. GPM Dom_ GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 74 220' 88 225' 100 230"' :',,l29 250' 150 250' 150 255' 167 260
_ 60 81 235' 96 240' 110 245" 125 260' 141 270' 164 275' 183 280
70 88 245' 104 250' 118 260 1 135 275' 152 290' 177 295' 198 300
80 94 225' 111 265' 127 275' 145 5' 163 300' 189 305' 211 315
90 99 265' 117 275' 134 285' 154 295' 173 310' 201 315' 224 325
100 105 270' 124 280' 142 295' 16 5' 182 320' 212 325' 236 335
110 110 275' 1 130 290' 149 305' 170 315' 191 325' 222 335' 248 345
1 To determine the proper Lane Spacing refer to the REEL RAIN MAXIMUM TRAVEL LAKE SPACING
Reel Rain Maximum Travel Lane Spacing Chart. (FEET)
Sprinlder[ Percent of Wetted Diameter
Let's use the wetted diameter of 295' that you deter- Wetted Find
0 55 60 65 70 75 80
mined in the previous chart. Suppose that the wind Diameter Over Wind lip To Wind tip To No
Feet 0 MPH 10 MPH 5 MPH Wind
is up to 10 miles per hour. Using the Reel Rain 200 100 110 120 130 140 150 160
Maximum Lane Spacing Chart,your lane spacing
should be between 180'and 195'. To determine gun 250 125 137 1 62 175 187 200
- cart travel speed, go to the next page. 300 150 16 180 19 210 225 240
350 175 192 210 227 245 262 280
.-4 400 200 220 240 260 280 300 320
450 225 248 270 292 315 338 360
0--4 500 250 275 300 325 350 375 400
550 275 302 330 358 385 412 440
__ 600 300 330 360 390 420 ----- ----- J

QPERATION _ AMADAS SERIES I030 REEL RAIN
USING THE CHARTS
,
To determine the gun cart travel speed follow these steps. Using the information from the previous page, your
gallons per minute (G.P.M)is 154 and your lane spacing is approximately 1 SO'. Suppose you want to put dawn
1.5 inches of water. Refer to the G.P.M. column on the far left side of the chart. Go down to the row that
shows 150 G.P.M (150 is between 100 & 200 GPM). Move across the chart until you find 1.5 inches.Follow
that column up to determine the hose retrieval speed (1.0 foot per minute).
DEPTH OF WATER APPLIED BY REEL RAIN
INCHES
G.P.M. Spacing Travel Speed, Feet Per Minute
Between
Travel
Lanes Ft.
0.4' 0.5' 1.0' 2 .0' 4.0' 6.0' 8.0' ! 0.10'
100 165 2.4 1.9 1.0 .49 0.24 0.16 0.12 .01
200 180 4.5 3.6 .8 0.89 0.45 0.30 0.22 0.18
200 4.0 3.2 1.6 0.81 0.40 0.27 0.20 0.16
300 200 6.0 4. 2.4 1.20 0.60 0.40 0.30 . 0.24
270 4.5 '::6 1.8 0.89 0.45 0.30 0.22 0.18
400 240 6.7 5.4 2.7 1.34 0.67 0.45 0.33 0.27
300 5.4 4.3 2.1 1.07 0.54 0.36 0.27 0.21
500 270 7.4 5.9 3.0 1.49 0.74 0.50 0.37 0.30
330 6.1 4.9 204 1.22 0.61 0.41 0.30 0.24
600 270 8 7.1 3.6 1.8 0.89 0.59 0.45 0.36
330 .3 5.8 2.9 1.49 0.73 0.49 0.36 0.29
700 270 10.4 8.3 4.2 2.1 1.04 0.69 0.52 0.42
330 8.5 6.8 3.4 1.70 0.85 0.57 0.43 0.34
800 30 10.7 8.6 4.3 2.1 1.07 0.71 0.54 0.43
0 8.9 7.1 3.6 1.78 0.89 0.59 0.45 0.36
900 300 12.0 9.6 4.8 2.4 1.20 0.80 0.60 0.48
360 10.0 8.0 4.0 2.0 1.00 0.67 0.50 0.40
100 330 12.2 9.7 4.9 2.4 1.22 0.81 0.61 0.49
360 11.1 8.9 4.5 2.2 11.11 10.74 0.56 0.45
I
Applying 1.51'of water
(1.5 is halfway between
I.0 and 1.8), the gun
cart travel speed should
be I foot per minute.
1
4-4

DETAILED DEPTH OF WATER VS. TRAVEL SPEED CHART
FLOW LANE HOSE SPEED IN FEET PER MINUTE o z
RATE SPACING
.P.M FEET 0.75 1 1.25 1.5 1.75 2 2.5 3 4 _ 5 6 8 10 12
100 170 1.26 0.94 0.76 0.63 0.54 0.47 0.38 0.31 0.24 0,19 0.16 0.12 0.09 0.08 C
190 1.13 0.84 0.68 0.56 0.48 0.42 0.34 0.28 0.21 0.17 0.14 0.11 0.08 0.07
125 180 1.49 1.11 Cl
0.89 0.74 0.64 0.56 0.45 0.37 0.28 0.22 0.19 0.14 0.11 0.09 ri
210 1.27 0.96 0.76 0.64 0.55 0.48 0.38 0.32 0.24 0.19 0.16 0.12 010 0.08
150 190 1.69 1.27 1.01 0.84 0,72 0.63 0.51 0.42 0.32 0.25 0.21 0.16 0.13 0.11 0 m
220 1.46 1.09 0.88 0.73 0.63 0.55 0.44 0.36 0.27 0.22 0.18 0.14 0.11 0.09 0
175 200 1.87 1.40 1.12 0.94 0.80 0,70 0.56 0.47 0.35 0.28 0.23 0.18 0.14 0.12
230 1.63 1.22 0.98 0.81 0.70 0.61 0.49 0.41 0.31 0.24 0.20 0.15 0.12 0.10 0Pr
200 200 2.14 1.61 1.28 1.07 0.92 0.80 0.64 0.54 0.40 0.32 0.27 0.20 0.16 0.13 G
230 1.86 1.40 1.12 0.93 0.80 0.70 0.56 0.47 0.35 0.28 0.23 0.17 0.14 0.12
225 210 2.29 1.72 1.38 1.15 0.98 0.86 0.69 0.57 0.43 0.34 0.29 0.21 0.17 0.14 n vyi
240 2.01 1.50 1.20 1.00 0.86 0.75 0.60 0.50 0.38 0.30 0,25 0.19 0.15 0.13
250 220 2.43 1.82 1.46 1.22 1,04 0.91 0.73 0.61 0.46 0.36 0.30 0.23 0.18 0.15 H
250 2.14 1.61 1.28 1.07 0.92 0.80 0.64 0.54 0.40 0.32 0,27 rD
0.20 0.16 0.13 �
N 275 220 2.68 2.01 1.61 1.34 1.15 1.00 0.80 0.67 0.50 0.40 0.33 0.25 0.20 0.17 Z
Cl
260 2.26 1.70 1.36 1.13 0.97 0.85 0.68 0.57 0.42 0.34 0.28 0.21 0.17 0.14 r,
300 230 2.79 2.09 1.67 1.40 1.20 1.05 0.84 0.70 0.52 0.42 0.35 0.26 0.21 0.17 y y
270 2.38 1.78 1.43 1.19 1.02 0.89 0.71 0.59 0.45 0.36 0.30 0.22 0.18 0.15
325 240 2.90 2.17 1.74 1.45 1.24 1.09 0.87 0.72 0.54 0.43 0.36 0.27 0.22 0.18 y
270 2.58 1.93 1.55 1.29 1.10 0.97 0.77 0.64 0.48 0.39 0.32 0.24 0.19 0.16 N
350 240 3.12 2.34 1.87 1.56 1,34 1.17 0.94 0.78 0.59 0.47 0.39 0,29 0.23 0.20 y"
Cn
280 2.68 2.01 1.61 1.34 1.15 1.00 0,80 0.67 0.50 0.40 0.33 0.25 0.20 0.17 " 4
375 250 3.21 2.41 1.93 1.61 1.38 1.20 0.96 0.80 0.60 0.48 0.40 0.30 0.24 0.20 v
280 2.87 2.15 1.72 1.43 1.23 1.07 0.86 0.72 0.54 0.43 0.36 0.27 0.21 0.18 >Y
400 250 3.42 2.57 2.05 1.71 1.47 1,28 1.03 0.86 0.64 0.51 0.43 0.32 0.26 0.21 cn
290 2.95 2.21 1.77 1.48 1.27 1.11 0.89 0.74 0.55 0.44 0.37 0.28 0.22 0.18 m
425 250 3.64 2.73 2,18 1.82 1.56 1.36 1.09 0.91 0.68 0.55 0.45 0.34 0.27 0.23 c a
290 j 3.14 2.35 1.88 1.57 1.34 1.18 0.94 0.78 0.59 0.47 0.39 0.29 0.24 0.20 ao CAI
450 260 3.70 2.78 2.22 1.85 1.59 1.39 1.11 0.93 0.69 0.56 0.46 0.35 0.28 0.23 ,gyp w
300 3.21 2.41 1.93 1.61 1.38 1.20 0.96 0.80 0.60 0.48 0.40 0.30 0.24 0.20
475 280 3.63 2.72 2.18 1.82 1.56 1,36 1.09 0.91 0.68 0.54 0.45 0.34 0.27 0.23
It�=7
320 3.18 2.38 1.91 1.59 1.36 1.19 0.95 0.79 0.60 0.48 0.40 0.30 0.24 0.20 r
500 280 �1122.872.29 1.91 1.64 1.43 1.15 0.96 0.72 0,57 0.48 0.36 0.29 0.24 ll
f~
** Caculations based on 80 PSI gun discharge pressure with wind allowance of 65% and 75%.
41-P '
i 1� F I IrT 11 * CR 1% IN lip 0 41 0 4 a Im 011 is V A fs 14 CIO gas 111, ati► at. A 44 Fh Ab 'ea. Ob .a

a' CHARTS
NOZZLES
VV How to use this chart
For an explanation on how to use the charts see"Using the Charts"chapter 4, page 4-3.
31UV I GPM CHART FOR NELSON P150 SR GUN
P S.1 Ring 86" Ring 97" Ring 1.08" Ring 1.18" Ring 1.26" Ring 1.34" Ring 1.4'
GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA,
50 100 245' 130 265 265 285' 205 300' 255 320' 300 335' 350 35(
60 110 260' 143 280' 182 300' 225 315' 275 335' 330 350' 385 36;
^: 70 120 270' 155 290' 197 310' 245 330' 295 350' 355 365' 415 38(
-10 80 128 280' 165 300' 210 320' 260 340' 315 360' 380 380' 445 39E
90 135 290' 175 310' 223 330' 275 350' 355 370' 405 390' 475 40E
100 143 300' 185 320' 235 340' 290 360' 355 380' 425 400' 500 41E
110 150 310' 195 330' 247 350' 305 370' 370 390' 445 410' 525 42E
120 157 315' 204 335' 258 360' 320 380' 385 400' 465 420' 545 43E
GPM CHART FOR NELSON P100 SR GUN
Ring .86" Ring .97" Ring 1.08" Ring 1.18" Ring 1.26" Ring 1.34" Ring 1.41
P.S.I g 9 9 9 g 9 9
GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 74 220' 88 225' 100 230' 129 250' 150 250' 150 255' 167 260
60 81 235' 96 240' 110 245' 125 260' 141 270' 164 275' 183 280
70 88 245' 104 250' 118 260' 135 275' 152 290' 177 295' 198 300
80 94 225' 111 265' 127 275' 145 285' 163 300' 189 305' 211 315:
90 99 265' 117 275' 134 285' 154 295' 173 310' 201 315' 224 325'
? 100 105 270' 124 280' 142 295' 162 305' 182 320' 212 325' 236 335'
110 110 275' 130 290' 149 305' 170 315' 191 325' 222 335' 248 345'
9
6- 13

Q�k IVALAt�ZE14RA9
Please retu,-n the Ccmpleted for= to thQ Djvjsion of Environmental xrnage=,emt at
the add_.;ess oa the reverse aide of thin fo=.
Name of fa-rm (Please print) : C=
Ad c ess:
Phone No_: -
�County: a _
Farm location: Latitude and Longitude: � �`� /��_ ' 5+' (required) . Also,
please attach a c a county road map with locati n ide tified.
Type of operation swine layer, dairy, etc.) : e-
Design capacity (n r of animals) : p
Average size of operation (12 month population ayg_) : p
Average acreage needed for Land application of waste (acres) :
Tach--cal Specialist
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission - - - -that-- - - .- -- --------------_ --pursuant to ISA-NCAC 6F .-0005; -Icertif- y` the new or expanded animal waste management .system as installed for the farm named above
has an animal waste management plan that meets the design, constriction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2E.0217 and
'SA NCAC 6F _0001-.0005. The following e-le-tents and their corresponding minimum
criteria-haze-been verified by me or other,designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; °adequate
quantity and amount of land for waste utilization. (or use of third party) access-
or ownership of ,proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
Of pollutants from stor water runoff events less severe storm. than the 25 year, 24-hour
Name of Technical S acia7lst (Please Print) : J
Affiliation: '
Address (Agezcx) Phone Ni:,.
✓/ /ter,i h_ � /� �
Signature:
Date:
Agraemeat
0wr1er/2Sana9 ar
oBaca-=a
-
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the e- Ling design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked__ I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than. the- 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
water Conservation District-
Ra=a of Land Owna (Please Print) : it - S-
Signature- Al .-
Date: Z
Na" of xr„affar, if different from owner (Please print) :-
Signature: . Date_
LZ;m-; A change in landownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer_
DEM USE ONLY.ACNE—Ew#

real,n ana Natural ilesources o
Division of Environmental Management
Jonah B. Hunt, w Secretary
ED
overnor
Jonathan B. Howes,Secrete
A. Preston Howard,Jr., P.E., Director
:CF'RTIF2: zTI -^^.MP DED ANIHAL_ FEEDLOTS
INST_2UCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEME-I PLANS FOR
NEW OR EXPANDED ANIMAL WASTE MANAGFM-017T SYSTEMS SERVING FEEDLOTS
F''�T��3�7'7.'S/PpRPOSE
In order-to be deemed permitted by the Division of Environmental Management
(DMI) , the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to serve greater than or
equal to the .animal populations listed below is .required .to_--submit .a .-signed_
certification farm to DEM before the new animals are stacked on the farm.
Pasture operations are exempt from the requirement to be certified_
100 'head of cattle
75 horsen _
250. ewina
1,000 sheep
30,000 }girds with a liquid'wasta system
The certification must be signed by the owner of the feedlot (and Manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to . 15A NCAC 6F .0001--.0005. A
technical specialist must verify by an on-site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title 15A NCAC 2H .0217) .
Cg:�T T7TCATT_ON FOR"
On the reverse side of this page is the certification form which must be
su`-_tted to DEM before new animals are stocked on the . farm. Assistance in
cor.:D:eting the form can be obtained from one of the local agricultural agencies
sucm as the -soil and water conservation district, the USDA-Soil Conservation
Service, cr the N_C_ Coonerative Extension Service. The form should he sent to:
Department of Environment. Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
P.aleigh, N.C_ 27 62 6-053 5
Phone: [phone]
Steve W. Tedder.' Chief
Water Quality Section
For- ID: 7-.zN-Z-ri0194 Date: 1 L��
P.O. cox 29;,35.Rcieagh.Nor.h Ccrolir,o.27626-0.35 Te'ephane 919-7 3-7015 FAX [phone]
Ar,Equal Opper!uni y Afflirmc:ive Action Employer SC' recyc!edl 10%post-ccn_-,:.rner pcper

S"-af-e of Norm Carolina -
Department of Environment,
Hearn and Natural Resources e O
Division of Environmental Manacernent
James E. bunt,Jr.,Governor-
Joncffian B. Howes,Secretory _
A. Preston Howard.Jr., P.E.. Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Faru:
Cam•� ,� —J G•�/lam 'i�
i / �'7
Address: � S�G C1C /C i'e IS� ?ell-51, County: 5 �G'h
f
Name of Land Owner(print): zw/)1 e
■/ % h
Si—g-fature (Land Owner):
? 11
Name of Teciurical Specialist Certifyzrrg (print): Jt,
Siagnature (Technical Specialist): .j .L'�.: •f �i,._ �'' Date:
All statements below that are initialled by a technical specialist apply to the armched certification:
Jj.
The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff f pollutants occurs during operation and that the waste is applied at the approved rates.
By h (montb/day/year) the producer should have an irrigation specialist, possibly
the ealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
/6� The waste management plan for this operation is based on yields higher than what is now
recommended by MRCS; however, these yields are obtainable under high levels of
management and the fanner has supporting documentation to justify hi gher nitrogen
application rates.
All of the permanent vegetation required by the waste management plan has not been
established as of the date of this certification. The producer agrees to establish the
vegetation by_ , - _ (month/day/year), and to provide a temporary small grain crop in
case some pumping is required prior to the establishment of the permanent vegetation.
The landowner is responsible for notifying DEM in writing that the stated wort that has a compliance
date has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed wore to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
certaddn.doc r:vised: 6-15-95
P.O.Box 295.15.Rdeich.North Carolina 27626-0535 Telephone [phone] FAX [phone]
An 7c;:ci CcccrtunityAfflrmc7ive Ac'icn Gmdayer 50--recyded/ IC%ccs:-_"s::ner pccer

150 r�/" - ! jtI i r�\��,.1; �� r`"�J •��� �! II
_ , - i r"-- J r _ ` ~ �\`',�\\ �•,/�.•" 1,-4� - ....— •236 -
3927
27,301,
raye
`FJohnsons
Sm
3926
230
�0_ .. _—_ 3925
zeb
�,� /.j l 1i' / V � (! 1�'•.✓ —` Cem
cm
to
lot
263
3923
o 222 .Cem B;Jit
12 s'
3922
200
.Cem
s-
Hann h'_ r Dti
�� 1 / ' n nah Creek Chi + j
„� Sm7�ti'J�h„rr�>, 3991

Uh-eAWXMENT Ur c.vNJrKVA'1'1VN Sri-i.-inrlr.LL, irk. 41Di i
AGRICULTURE SERVICE TELEPHONE: [phone]
y
&nk 9 a an
October 5, 1995
Glenn Clifton
Prestage Farms
P O Box 438
Clinton, NC 28328
Dear Glenn:
This lagoon has been approved, pending that when we stake
lagoon, the toe of dam is loo feet from perennial stream. Also
note that due to lagoon being on the side of hill, there may be
areas in bottom as well as areas on side slope that need 1..9� thick
clay liner, but the entire lagoon shouldn't have to be lined due to
good SC, CL & CH materials found in test pits. There were streaks
of undesirable material as well; but not much.
Sincerely,
14,- 14%
Chris W. Smith
SCT
enclosure
cc: Curtis Johnson
Lw'j f���`l - ocT lve%�, y �ctCrC Ut,4/ Y /S a� ,Gs� eL -C4 Aely /pia

.,� , - .. ....., LUF...J ..eorrrta�•1
�ogK Co ,
LAGOON DESIGN CHECK{ LIST
1. Copy of 026` "and supporting maps included if clearing involved.
(including access roads and waste application system sites)
2. Dam Safety Exclusion
- a. -Dike not over 15 feet high- to down stream slope and not over
less lo&74 10 acre feet//s�to age to top of dike.
To a.in / T o onZ to- lt-c� 1.5,$ . 4J e ,
P Storage�Vo lutes h9 A P/ 5 j = /y 5 D
1/ a. designed volume exceeds needs
b. all temporary storage is designed above the seasonable high
water table_
c. minimum of 6 feet treatment volume depth available
d. no sludge storage statement included if landowner so requests
4. Operation & Maintenance Plan (sheet included)
'✓ a. begin and end pump-out elevations shown
5. Location Sketch (included) Ge-e 5c;6 1177 �-T�o ,rl�A
a. distance and direction to nearest residence/ shown
b. road numbers shown
c. north arrow shown
r'" N``46 T° sI&zard Classification Sheet (NC-ENG-34 included)
a. distance to nearest stream in event of dike failure shown
b. distance to nearest public road in event of failure shown
c. topo map of area to support a & b above included
/ 7. Waste Utilization Plan (included)
✓ A. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads,_ homes, property line,
etc. ) crops shown
b. signatures of producer & person preparing plan
Nrj c. pumping agreement signed by adjoining landowner showing tract
number s., f ield numbers, acres, etc. if needed
d. legible ASCS maps of effluent disposal fields included
e. legible soil survey sheets showing all effluent disposal
fields included
f. suitability of soils for crops planned assured
g. attac-hment "H" on sampling procedure included
8 . Soil Investigation Sheet (SCS-ENG-538 included)
a. mininun of three borings on Class IV & V lagoons
_Cyi b. borings 2.0' below designed bottom of lacjoon
-V7- c. location & elevation of borings in relation to grid survey
7- d. seasonal high water table. at highest elevation
,e. borrcw area location shown

9. Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10.- Construction Specifications (sheet included)
a. need for cut-off trench addressed
� b. need for sealing or lining with impervious material addressed
and-anticipated locations of such areas identified
_ c. protection of liner during initial filling and -near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embanl:ment slopes and
surface water diversions
b. location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
V/ C. surface water removal (pipes, - outlets, etc) shown
-� d. sail borings location shown
-� e. TBM location & elevation shown
? f. existing utilities located (if applicable)
12. Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown _
C. side slopes shown
-_ d. effluent outlet pipe invert elevation shown = _
e. building pads - elevation & grade shown
f. cut-off trench shown -- if required
- -'g. liner shown - if required
13 . Volume Computations
_ a. excavation
b. dike fill
�C c. pad fill
14. Summary Sheet
a. design
requirements
b. exca
vation volume
✓ C. fill volumes
_ ✓ d. cut-fill ratio
e. job class
is . Location o- subsurface drainage (if present) - Do:, ��, /Sn�cv a7EQ,),/
'V 16_ Presence e utilities addressed
17. Observation of cultural resources statement included
194 Operation is outside of jurisdictional limits of municipalities

lV R C 5 - C h i plc
Operator====================================>CURTIS JOHNSON
County======================================>Johnston THE FOLLOWING
Date========================================>10/03/95 COMMANDS ARE
Dist. nearest residence (other than owner)==> 1500 AVAILABLE FROM
Sows (farrow to finish) ================-====> 0 ANYWHERE IN
Sows (farrow to feeder)=======--============> THE PROGRAM:
Head (finishing)============================> 0
Sows (farrow to wean)=======================> TO PRIN DESIGN:
Head (wean to feeder)=======================> 6080 \pd
Storage volume for sludge accum. (cu.ft. )===> 0
Treatment Volume (min. 1 cu. ft. per lb. )—_> 1 TO CLEAR DESIGN:
Inside top length—_________________________> 260 \cd
Inside top width__ _________________________> 150
Top of dike at elevation=======__===========> 51.50 TO QUIT W/O SAVE
Freeboard==================================> 1.0 \q
Side Slopes___________________—____________> 3. o
25 year - 24 hour rainfall==_______________> 7. 0 TO GOTO SEEDING•
Bottom of lagoon at elevation=---=____ => 38.50 \sr
'Total required volume======_======> 27 5�2 55 ,3
'Total design volume available=====> 28771�•C�f' TO PRINT SPECS:
]Design end pumping elevation----=____---- 47. 60 \pc
Min. required treatment volume=====> 182400
'rrmt. Vol. at end pumping avail.===> 191390 TO PRINT O & M:
Design start pumping elev-----------=======> 49.80 \po
_tin. required perm. + temp. volume=> 262690
Design Vol. at start pumping avail.> 264962 TO GOTO WASTE U:
Seasonal high water table elevation========> 47.40 \wu
140TE! Verify that temporary storage is adequate:
Min. required temporary volume=====> 90152
Design temp. Vol. avail============> 96322

For treatment volume calculation only:
Area top of treatment volume
Length X Width =
237 127 29954
Area bottom of treatment volume
Length X Width =
182 72 13104
Area midsection of treatment volume
Length X Width =
209 99 20783
CF = Area top + 4 X Area Midsection + Area Bottom * Depth/6
191390
For total volume less 25 yr. storm calculation only:
Area top .of total volume less 25 yr. storage volume
Length X Width =
250 140 34922
.Area bottom of treatment volume
Length X Width =
182 72 13104
Area midsection
Length X Width =
216 106 22864
CF = Area top + 4 X Area Midsection + Area Bottom * Depth/6
262690
TOTAL ACRES TO BE SEEDED=====_=__==> 5.0
ACRES OF FESCUE GRASS===-==========>
ACRES OF BAHIA GRASS=====---=======>
ACRES OF HULLED BERMUDA GRASS===_> 5.0
ACRES OF RYE GRAIN====-__========>
ACRES OF RYE GRASS==== _=====—_=>
CLEAR AND RETURN TO BEGINNING OF SEEDING SPECS=—==> \sr.
PRINT SEEDING SPECS AND RETURN TO CURRENT DESIGN===> \ps
RETURN TO CURRENT DESIGN W/O PRINTING SEEDING SPECS> \rd
CLEAR AND RETURN TO BEGINNING OF LAGOON DESIGN=====> \cd

:'•ems=[
DLPAPT1-E" Or
» :.GR CULT LIRE ER T CF---------------
---------- ---
lir.STE t'k NAG EMENT FACILI^,_v SITE EVALWT
OId
GENERAL INFORMATION -- - - -- -- — - - - i
i /� J
NPJ,:,E_ Cq-nYf-5 , e 'ICO--=---- 7 QC T TORT— `�y—J��� �i`c�t 105( --
------------------------
------------------------
TELEPIiOt�E--$�1L� �------- SIZE OPERATION _ 40_56 -Lc'eu�i -Fri
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER /- 'Q'tFT_
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NOA-*-
1 If yes, SCS cannot provide assistance.
7' IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES'- -- NO----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES-----
Ifyes, landowner should consult with local zoning. board
about required permits. Permits must be obtained prior
to design approval_
Are utilities in construction area? YES-----
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
S3rea►r� on low Side o 7P 4".,/V is q, f eren,lia! ,37ireeten.

w FTL .DS
WILL SITE !NVOLVZ CLO!Oi�C 000CL!ND OR ANY
if yes, producer must complete a For._ AD-1026. /
UIL_ ACTION RESULT- 1N S �r-1PBUSTING? YES---- _Y_ i
IF LANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF
THE
PRODUCER TO CONTACT THE US ARMY- CORP OF ENGINEERS AND THE I
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS_-S ARE REQUIRED. NO WETLANDS SHOULD BE �
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ;Rid? CORP OF ENGINEERS AND NC DIVISION OF ENV_hONi }NTAL'
MANAGEMENT.
i -
( copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONWENTAL FACTORS
1 IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- AO-
, V_
IIS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
P'ANNIING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
�:DJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-
1 ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IM O NT
FARMLANDS IN THE OPERATING UNIT? YES � NO----
WILL THE ACTION RESULT IN SODBUSTING? YES-✓✓✓ NO----
If Yes to any of these questions, refer to form NC-CPA-16
; for policy sources_ The form does not need to be
completed-
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. ?- .
- - - - - - - PREDOMINANT WIND DIRECTION? YES---- NO----
' - - - - • - - -POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3- CU. FT- /LB. OF ANIMAL? YES-0 NO----
- - - - - - - -PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? - YES- NO----
- - - - - - - -USING GOOD SOUND JUDGMENT IN
i
LAND APPLICATION OF WASTE? YES---- NO----
i
L_
Page 2
40as in �G CL-RP 01rarn bej waS JaK0r vale-4
ma rc 1-1 Ina a / eol
7t'r CleArinq

WASTE Mr?:�GE"±ENT -- — — ---- — - - r -- --
LY
i PPIF N10, DOES -PRODUCER -?AVE ACCESS` -"ORE LAND?
i A D7 s N T O; NED BY PRODUC_
! CAN PRODUCER GET AGREEMENT ON LAND-
ON WHICH TO -.?P_ ' [BASTE? Y_S /�•/1q i:0---- J
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATIO` -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED !
i IS �
SOIL SUITABLE FOR LAGOON? VFW__ n;0_____-
!S A CLAY LINER REQUIRED? :•£S-J_
IF YES, IS CLAY AVAILABLE ON'SIT£? YES--Gf_
QUES•_ ONABLE--------
I S k CORE TRENCH REQUIRED? -
i ytS------ NO------
(Attach soil investigation sheet to site evaluation. )
SIT£ APPROVED �• �'�'- —�—
ES----- NO------ CONDITIONAL--------
COHLM£NTS-SO.nP _C
��- -- -----�----
------------------------------- _ _ __ __ _ __
THIS SIT£ INVESTIGATION IS VALID AS LONG AS THE DESIGN AN
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIPSE i
PERIOD. UNDUE DEL__YS OR HESITANCY IN CONS
REQUIRE THAT SITE E a T ,r.CONSTRUCTION !•L:Y 1
UATIyON I •LIDr. ED_
SIGNATURE—���- �'���_ z -
------- DATE S�D/t�-- �
Paqe 3

Rev 5-70--- ^# _ "-. ... ^IOC SERVICE
�?�Y �'G1d / SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO/DETERMINE SUITABILITY OF PROPOSED POND SITE.
FARMER'S NAME /w r r`i �!8 n I7 s e h DISTRICT` , `A• f o
DATE �` -I'�- �" _ COUNTY
S.C.S. PHOTO SHEET NO. S-;L, - a'- WORK UNIT �n�i >','p.
WATERSHED AREA MEASUREMENTS ,4 9 d o Q h
/1
CROPLAND ACRES PASTURE ACRESehri `Z
WOODLAND ACRES TOTAL_` ACRES POND CLASS I WORK UNIT CON5ERVATIOivIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Appro=. scale 1"=_A)a feet)
Locate reference point center live of dam and ldenhfp on sketch_
ja
e
N
SHOW BORING NUMBER AND PROFILE
DEPTH Make and hst dam-site and splllurap borfnps first•then ponded area and boaam pie borings-separate with rmftal rtrd line.
(Continued an back where necessary) Shag water fable elegaetons OR dam•tUe bodnps
SCALE
1 2 3 �-41 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
I
BORINGS MADE BY SIGNATURE &TITLE -

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel,-sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Weil graded-sands; sand-gravel mix fsI-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt s-il-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available r771Yes Q No (Indicate where tocatet on th.sketch on
r awrze side)
REMARKS: %� a:,d �
Cj,{y' :�I;FI- T:1_t "v'f /1�-4:aGCr l p� c:y:'•'!-tYFA/•
r? r
~f71( '• h1¢ti/^' Y `/Q� /✓� !1;•J./ iJ�'ed iT yJ n lSjf t li/.T l
c A: V
cl = ' < r
2. Explain hazards requiring special attention in design (Seepage,syrinp._nx.F etc)
GENERAL REMARKS:
r',„ �ct.,�:.)�n l ,`'' E�.�u rC is �r .:;c)-;.,. t�•
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 501161.
- � I
_ r
•t 11
i I Yam, " 3d,;
1 I �.

yyyy .�
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ot
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19
afC '
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�rr'"4� ,- .Y f.. .� , •�-� � - '��=T � 4.'. .4.'fi,'K`•.. v 'ts .� Y,..A °k
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7di..1..l� wrs•�"F';��-�3 � ., rt:.� �� ....i:=.;i �. � an -�:.•`�t'�. -,�; ' � � 'l••,Y p.-:�i� _ - :�r_ :.. -�5

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner L Gc ,•�,`g , �,,.._ County
Community or Group No. Conservation Plan No. 7" W7Q74
Estimated Depth of Water to Top of Dam_ z,13 Ft. Length of Flood Pool _.2'10 T�Ft.
Date of Field Hazard Investigation fo
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• - Est. Elev. :Est. Mevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements : Above :Floodwater Above
_ Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
• = U?ac 1 Cre
VDU to
UJe44 �t� —S r .
2 . u1i� 1bo--t00:_ :Ran Cree% —
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,
Date
Inamej ttitle)
Concurred By �� � C' ` . -G Date
name4(//(tit1-0
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

%k \ -;�` Eii •\\\� -1i'" _1�' . �� -Grave
.Cem 3e27
Cem - �-
/ 1 � �•. Q !i tel:' Chpo
ansons \• i.. �t
N
Nif
' 258 \
A. .x -
i 230
3925
226
�(�?�\�' ..� `�,zso lssi!� __-____-`- ./� zmb'. ! Y moo-y'•- _
/ �� r Cemcl
it
IL
If m;A
L_J
II1111�C`` V.
/ 3923
iert>\ •,,1 / tig " ©. ;• i y /`)ram it - !� L •�(
o\ ` 1zz . , -� •n j �cP r it. 1Cemr� _
i -215 -
J. a 3922
25'
--� � Hann h
- _� __ �$__- aso` - � /`-t •� i 1�annah Creek
Ch �<
`SnutS:Tl-inat.M 3971

ENE
MAM

✓ :��-` Producer: _J �aC, 50V\V\Sov-s 1`1l ce�
The purpose of thi!!r"plan is to provide guidelines for carrying out
the routine operation and maintenance work needed to keep this swine
waste management system functioning as planned. Routine maintenance
is considered to be normal good care of the system. Good
maintenance adds to beauty, usefulness, and permanence.
A. Maintenance
The routine maintenance of the lagoon involves the following:
1. Maintenance of a vegetative cover on the embankment top and
side slopes: FESCUE _ is
being established on these areas. Beginning in 1997 and
each year thereafter, the embankment should be fertilized
with 800 pounds of 10-10-10 per acre to maintain a vigorous
stand.
2. Control of brush and trees on the embankment. This may be
done by mowing, spraying, or chopping, or a combination of
all three. This will need to be done at least once each
year and possibly twice in years favorable to heavy growth
of vegetation.
Maintenance inspections of the lagoon should be made during the
initial filling of the lagoon and at least monthly. Items to be
checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes
a. separation of joints
b. cracks or breaks
C. accumulation of salts or minerals
d. overall condition of pipes
2 . Lagoon surface
a. undesirable vegetative growth
b. floating or lodged debris
3 . Embankment
a. settlement, cracking or "jugi1 holes
b. side slope stability - slumps or bulges
C. wet or damn areas on the back slope
d. erosion due to lack of vegetation� or as a result of
wave action
e. rodent damaoe
1

TIM
y .:✓ice'�y
4 . Transfer Pump - recycling and irrigation pumps
a. overall pump operation
b. leaks
C. loose fittings
5. surface water diversion
a. adequate vegetation
b. diversion capacity
C. ridge berm height
B. ptieration
Your animal waste management facility was designed for a
total of
The lagoon contains both permanent and temporary storage.
The permanent storage is not to be pumped in order to ensure
that anaerobic action will occur. The design storage
includes permanent storage of one cubic foot per pound of
steady state live weight.
The temporary storage portion of the lagoon includes
capacity for the volume of waste produced over/
6? days, the
amount of rainfall in a 25 year 24 hour storm event, and
rainfall in excess of evaporation. Your facility is
designed for days of temporary storage; therefore it
will need to be pumped every 6 -- months. Begin_ um,
of the lagoon when fluid level reaches elevation` 9_Sv-out
new lagoon and elevation - feet in lagoon _ a markedtbe
permanent markers. Stop pump-out when the fluid level y
reaches elevation 1/"7,!00 in the new lagoon and elevation
in lagoon Pumping can be started or stopped at any time
between these two -elevations for operating convenience as
site conditions permit, such as weather, soils, crop, and
equipment in order to apply waste without runoff or
leaching.
The attached waste management plan must be followed. This
Plan recommends sampling and testing of waste (see
Attachment B) before land application. The waste material
should be analyzed before each application cycle to
determine its nutrient content. A soil test of the area of
application should be made annually to insure the waste is
applied as reasonably and practically possible to
recommended rates.
Waste treatment lagoons must be precharged with a volume c
L.
water equal to one-half of the treatment volume he=cre
wastes are introduced. Precharging reduces the
concentration cif t
the initial wase entering the lacocn
2

thereby reducing odors. Solids should he covered with
effluent at all times.
Pipes that are used for recycling effluent to use as flush
water and irrigation intakes must. he placed 18 inches below
the surface and as far from the inlet pipes as possible in
order to provide a cleaner effluent for flushing and to
reduce odors when irrigating on land. when these pipes are `
placed through the embarkment, they should be installed no
more than two feet below top of dike and not in the highest
section of fill. The pipe trench should be compacted with
clay material.
After five years the waste treatment lagoon must be checked
for sludge accumulation annually. If sludge has encroached
into the treatment volume, the sludge must be removed and
applied at agronomic rates based on analysis of the sludge.
Treatment volume must have a minimum of c feet of depth free
of sludge at all times.
In December 1992, the Environmental Management Comu--nission
(EMC) in North Carolina revised water quality regulations
that address animal operations. These rules became
effective on February 1, 1993 (15A NCAC 2n . 0200) . This
animal operation shall be operated within the reo_uirements
of these rules and regulations.
:3