040009_Application_20240326

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ROY COOPER _ ` :r
Governor -
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ELIZABETH S.BISER �� _ RECEIVED
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality MAR 2 6 2024
February 12,2024
Travis M Lookabill ��®� ��JIi¢�
Gold Creek Farms#2 OMce
PO Box 954
Wadesboro,NC 28170
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits.you must submit an application for permit coverage to the Division of Water Resources )DWR)by April 3.2024.
Enclosed \ou will find a "Request for Certificate of Coverage for Facilih Currenth Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed, signed by the Permittee.and returned to the DWR bl
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email: [e-mail]
phone:[phone]
Please note that you must include one (1) conv 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 pace 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.aov/animalpennits2024.General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currenth Covered by an Expiring State Non-Discharge
General Permit
North Carolina DcpartmratofEwaraamantalQuality DirisioaofWaterResources
.412 Nor&Salisbury Sttsel 1636 Mail Sm ice Cmt�T Rald.-k North Carolina 211699-1636

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWSO40009
2. Facility Name: Gold Creek Farms#2
3. Permittee's Name(same as on the Waste Management Plan): Travis M Lookabill
4. Permittee's Mailing Address: PO Box 954
City: Wadesboro State: NC Zip: 28170
Telephone Number: 704-690-0411 Ext. E-mail: lookabill(a.windstream.net
5. Facility's Physical Address: 5384 Robinson Bridge Rd
City: Morven State: NC Zip: 28119
6. County where Facility is located: Anson
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Travis M.Lookabill Phone No.: 704-690-0411 OIC#: 22567
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,552
Oneration Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/1/1995 Full,clay 169,623.00 30,380.00 18.30
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAW-AP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Print the Name of the Pennittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature,sh�oul a by a principal executive officer of the corporation):
Name(Print): i' " / G r/d Title:
Signature: Date: -7_6A�;)Ly
Name(Print): _ Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

m�m��c�ss�s�a�����"o��=u"=m�u,/o�
. USDA Natural Resources Conservation 8or0ce
WASTE UTILIZATION PLAN.
................. .......
. ��mH�m�e��NO ���@����*��
"
'Ai (Design Capacity)
4900.
Animal waste must be land applied at a specified rate to prevent pollution of surface water 2nd/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste iaeppUed). This waste utilization plan uses nitrogen as the limiting nutrient. VVaaba
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 tobegrown.
Several factors are important in implementing your waste utilization plan in order to maximize fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally safe manner:
1). Always apply waste based on crop needs and nutrient content'of the waste. Do not apply more nitrogen.
than the crop can utilize.
3). Soil types are important..they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingot greater than 5 hzna per acre per year. With special
precautions,waste may be applied to land eroding at up to 10 tons per acre per year,
4). Do not apply waste on saturated ooUa, when it is raining, or when the soil surface in frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
G). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
3O days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan ia based on the waste application method shown. Nutrient levels for different application methods are
not the nanne; therefone, changing application methods in the future will require a change orrevision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial-and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type. `
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A � C/\C2H.U217
adopted by the Environmental Management Commission.
Page ANSCN COUNTY NC ~

F•rt;r .ECG 70
j S D e F&E'414 j
3'h0W'N'-'_-7kEEK Soil Water Conser �n District U; Natural Resources Conservation Service
WASTE UTILIZATION LAN
...........
........ ............
Estimated Annual Waste & Nutrient Production
- ........................ --..................................
- -.........° sse 'e9:: res.
la ................................f ................. ............................ --......_.----------
WASTE
APPLY DESIGN SIZE ANNUAL WASTE PLANT AVAILABLE
ANIMAL PROD. UNIT TYPE WASTE SYSTEM METHOD #CAPACITY PRODUCED NITROGEN (PAN)
- , •-a�-• 3552 0.007 acre-inc Vunit 68 Ib./ac_-fn.
Waste Generation Figures from NRCS 'e
--� Guide-Practice Code 633
Amount of Waste Produced per Fear* 24.9 acre-inch approx.675157 gallons
Amount of PAIN Produced per Year 1691 Ib. Plant Available Nitrogen
Amount of waste produced per year does not include excess wash water or run-off if any!!.
Aocivino all this waste in a timelv manner is a bio iob...reguirinq time olanninq and appropriate equipment
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned by Producer
._..
LB.N Total
Tract Field Crop Soils Acres /Ac.* N/Utilized acre-inch Apply Month
30001 1A IHybrid Bermuda Hay 1 2466 1.0 1 196 1 196.0 2.9 Ma
y-A 1
30001 1 B Hybrid Bermuda Hav I 246B 1 1.0 1 196 196.0 2.9: May-A __1 �
30001 2 1 Hybrid Bermuda Hay 575B i 5.7 1 245 1396.5 20.5 May-Sept
3000 -1A Ryegrass overseeded '2468 l '1.0 100 100.0 1.5 See Note-Aoo1
30001 -1 B 1 Ryegrass overseeded 2468 1 1.0 100 100.0 1 1.5 See Note-App1
30001 -2 Ryegrass overseeded 575B 1 5.7 € 50 285.0 4.2 Sect-April
* This N is from animal waste only. ITOTAL j 7.7 acs I 2274 Ib.
Indicates that this field is being overseeded (i.e. interplarted), or. that winter annuals follow summer annuals.
If nutrients from ether sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting 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(N,P&K). This plan only addresses Nitrogen.
Acres with Agreement or Long Term Lease
able 2 (Agree J1i tit wiih adi4.c t la.-doti+rber tn�lst 'e a#t c ecl
R irtu rec anljt if i�per tar v- 1i0t.4 nrti acfe rya# Lard [tee. Rec�s>Ired-SP
incat�ca�x 2}:
LB. N Total
Tract Field Crop Soils Acres /Ac.* N/Utilized acre-inch Apply Month
I No rented land for waste utilization
-See footnotes for Table 1 ITOTAL acs Ib.
Page 2 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION LAN
Totals from Table 1 & Table 2
Acres Lb.. N Utilized
Table 1 7.7 acs 2274 lb.
Table 2 acs lb.
TOTAL 7.7 acs 2274 lb.
Amount of N Produced 1691 lb.
***<Deficit> of PAN -583 lb.
—Must be 0(zero)or<Deficit>in order to utilize all the animal waste N produced!
Table 1 &2 Notes: - Acres shown are considered to be useable acres...excluding required buffers,filter strips,odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may,and likely will be,more than acres shown in the tables.
- See the attached map(s)showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader(or irrigation)equipment
is calibrated,operated properly, and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility Design!"As Built" Drawings or OEM Plan for amount of temporary
storage time, start pumping elevation &stop pumping elevation.
Irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation...or runoff and ponding can occur.
The irrigation/application rate is controlled by initial soil moisture content,soil structure,soil texture, irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen(PAN)applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 &2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods(honey-wagon,etc.)is the responsibility of the producer.
The following information is provided (by soil type and crop) to plan and evaluate liquid waste application
schedules. These figures represent optimum irrigation or application rates/frequencies to meet crop water
needs and prevent water runoff.
Min. Irreg..
Frequency
Soil Type Crop Days Apply Rate **Apply Amount
575E Permanent Grass 4 0.5 in/hour 0.5 inches
246B Permanent Grass 4 0.4 in/hour 0.5 inches
From NRCS Tech. Guide,Section 11-ENG -Irrigation Interpretations
' This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop are not over applied. In many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Page 3 ANSON COUNTY NC

BROW74 CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN-
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Soil Incorporated
Estimated Annual PAN from Sludge: 270 lbs. N 320 lbs. N
Syr Sludge Accumulation: 1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule. estimated land area required for sludge disposal is:
7.5 acres of-grass based on an application rate of 180 lbs. N per acre
20.0 acres of corn/soybeans based on an application rate of 80 lbs. N per acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types, crop, realistic yield, and application method. Likewise. sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil&Water Conservation District-Natural
Resources Conservation Service (formerly the Soil Conservation Service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Narrative of Operation
- .........
- A..._ ...
...................... - .......I............. ......... - ----._.....-
Operation constructed to NRCS design and specs, and certified (0.200) 1/95. Acreage estimated and irrigation
parameters provided for underground main/hydrant irrigation system design. Field acres in this plan are based
on effective irrigated area from irrigation design as plan was amended 3/24/98 Some woodland being irrigated
outside effective area (60% radius) for some gun sets. Additionally, some small amount of nutrients applied
and not accounted for outside effective irrigated area. Waste application equipment in place on farm
NOTE. Plan revised 1/16/01 to calculate Plant Available Nitrogen (PAN) per NRCS Practice Standard 633 for
permitting process.
Page 4 ANSON COUNTY NC

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BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Required Specifications
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade conveyances,direct applica-
tion or direct discharge during operation or land application. Any discharge of waste which reaches surface water
is prohibited. V
2. There must be documentation in the design folder that the producer either owns or has an agreement for use
of adequate land to properly apply the waste. If the producer does not own adequate land to properly dispose
of waste,he/she shall provide a copy of a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation....such as increased animal numbers,
method of waste application,or change in available land for waste utilization.
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, climate conditions, and level of management,unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
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 Strips].
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
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&Climate in North Carolina" in
NRCS Field Office Technical Reference File-ENVIRONMENT for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite
or to surface waters and in a method which does not cause drift from the site during application. No ponding
should occur...to control odor and 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 potential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied to crops more than 30 days prior to
planting, or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary; a perennial stream,river,canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995 -waste application cannot occur within
25 feet of perennial waters[See FOTG Standard 393 -Filter Strips]. NOTE: Local ordinances may preempt this.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner.
Page 5 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
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 a discharge or by over-
spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land
land application site by a"technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no run-
off or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks, etc.,shall not be discharged into
the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas(lagoon embankments,
berms,pipe runs, etc.). Areas shall be fenced,as necessary to protect the vegetation. Vegetation such as
trees,shrubs,and other woody species,etc. are limited to areas where considered appropriate. Lagoon areas
should be kept mowed and accessible.Berms and structures should be inspected regularly for evidence of
erosion,leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the owner is responsible for obtaining and
implementing a"closure plan"which will eliminate the possibility of an illegal discharge,pollution and erosion.
19. Waste handling structures,piping,pumps,reels,etc., should be inspected on a regular basis to prevent break-
downs, leaks,and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption.
However, if animal waste is used on crops for human consumption it should only be applied preplant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage(pumping
volume)of all animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three(3)years. Waste application records for all
other waste shall be kept for five(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 6 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN-
Waste Utilization Plan Agreement
............I......... ..............................................................................._
.......... .......................... ................... ................ ................. .......... ......... . . .............
Name of Operation: A,6( 6""d-'"J �
H _ T
Owner/Manager-Agreement
(we)understand and will follow and implement the specifications and the Operation.and main-
tenance procedures established in the approved animal Waste utilization.plan for the-farm named
bove. :r(we) know that any expansion to the existing:design capacity.of the waste treatment
and storage system,or construction:of new facilities wilt require a new certification.to be sub-
mi#ted to the North:Carolina Division of Water Quality(NCDWQ) before.new animals are stocked. I
(.we) also`understandahat there must be no discharge:of animal.waste from this system W surface
waters. of.North Carolina:from a storm event less thanthe 25-year, -hour storm. The approved
plan will be filed.on-site at the farm office and.at the;Brown.CreekAoil &Water Conservation
District office in Wadesboro, NC. The plan will bMayaila91rl . view by NCDWQ upon request.
� S/ems
Facility Owner
Date:
v Huntley-Vernon Farms Inc
Facility Manager
(if different from owner) Date: —
Person Preparing Plan
✓ z. Date: ��L7
R. Lin Taylor
Affiliation: USDA-Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
Page 7 ANSON COUNTY NC

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BROWN CREEK Soil Water Conservation District. USDA Natural Resources Conservation Service
Huntley-Vernon Farms Inc- OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.)waste generated by confined animals; and,
2.) excess rainfall after evaporation (5"for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3"for Anson County) above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to.year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s)from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing...recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 98.2 (or before). STOP pumping
when fluid level reaches elevation 96.4. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 38585 cubic feet(288616 gallons) every 180 days....77170 cubic feet(577232 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste---
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
1/16/01 ANSON CovNTY, NC

1'
_
r o-
i
Huntley-Vernon Farms Inc
Phone Numbers
North Carolina.Department Of Environment, Health and Natural Resources
Division of WATER QUALITY (DWQ} - -
Fayettville Regional Office
(910) 486-4541
After Hours Emergency Number:.
(919)-733-3942 -
Brown Creek Soil & Water.Conservation.District
USDA Natural Resources Conservation Service
Wadesboro NC
694-35 1 6 -
Anson County Emergency Management
91:1
/MPORTANPLI
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters...or neighboring property!!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facility!!!
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent Place!!!
Anson County NC

at
Huntley-Vernon Farms Inc
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment Call a pumping contractor
Pump waste to fields at an accceptable rate Make sure no surface water is entering lagoon
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application Evaluate and eliminate reason(s)for runoff
Contain waste in a temporary diversion Evaluate application rate for fields where runoff occured
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump Stop all flows in house,flush systems, solid separators
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
.Leakage from Base or Sidewall of Lagoon...often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage,install subersible pump, pump seepage back into structure
If seepage is cased by burrowing animals,trap and remove animals,compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage...employee injury,fish kills,property damage Are potable wells endangered(on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ(Division of Water Quality)...Regional Office or After Hours Emergency number
Have the following information ready: Your name,facility,telephone number, details from Item 2 above,
exact location of facility,direction of movement of spill,weather/wind
conditions,corrective measures taken,seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters...instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance(also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherrifs Department,explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off-site damage.
Contractor Name: Phone:
6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist., R. Lin Ta for Work Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste.
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent Place!!!
Anson County NC

' ' m
, v���' �`�
- ~��� �����-�~�
1011EY County: ANSON Bite; 11/28/94
0dame t^ nearest rps@eoce <other than vwom1/ 1200 feet
' A/B�8E LIVE KElGHT (ALN)
0 sm (kzrow to HobN x 1417 |hs. , v {hs
0 swa (Arrow to feeder) x 522 Wn ` 0 10
0 head (fioishio9 oo|y) x 25 |ks. 0 }hs
1 sons (farrow to wen) x 433 |hs, ` O |hs
451 he*d (wan to fpphr) x -'XI }hs. = 106560 |bs
Do-oih othpr �_____________________________: 0 |hs
------------------------------------
Total Average Live Weight ` 10,65612 |bs
Z. MUSD,UM REQUIRED T0EAlNEH11 0F LA800N
Yo|mno !MMO |hs. EN x Treatmeot Vo>ume\CF>/|h, AN
Treitneot Vo|uce(CF)/|k, AN 1 CF/|b. 8LN
V»ios» = 10,6564 cubic feet
3. ST0RA8[ Y�LU|/� FOR SLUDGE ACCUMULATl0N
Volume = 0 cubic feet
4. TOTAL U[SlGN[D YOLTIE
inside top |ength 225.0
{osme tvp width (feet)-------'-- —' 116.0
up of dike p|evatioo (feet)----'—' — 99,9
8Ahn of (qvoo elevation (foeU------- W
F,eohoard ({et)''--------'------ 1.A
Sidp slopes (iosido |o3000)--------- 2,8 : 1
Totu| design volume uSh3 prionoidu> formu|x
SS/ENDl SS/E�� SS/SlDE� SS/S[0E2 LEN8TH MlDTH UEPTH
2.8 2,8 2.8 2.8 219.5 110.5 10.0
AREA OF TOP
LENGTH * NIDIH =
219.5 110.5 24254.75 (A8EA 0F 70P)
�EA OF BOTTOM
LEN6TH * N{UTU =
164.5 55.5 9129,75 (AREA OF 80[-11ON)
AMA 0FNlDSETMIN
LENGTH * Nl0H * 4
192.V 83.O 63744 (AREA OF MlUSEC l0N * 4)
CU. F7. ` [AREA TUP + (4*AREA N<DSECT0N) + AREA 80TTON * DEPTH/6
24254.8 63744.8 9l2Y.8 1.7
Total Designed Volume Avai|xh}p =161880.83 CU. FT.

5. TE-WORARY EBRIP'AGE RE'QUIRED it
DRAP-44-rSE AREA:
Lag000 (top of dike)
Length f Width =
Z25A., '116,f) 26100.0 square feet
Buildings (roof and tot water)
to spire fees. Muse this area.
TOTAL DA 26100.0 square feet
DeAgn WPOFIFY StUpe period to be 180 days.
--A, V---jtume r--f waste produced
Face s & urine production A gal May per 135 It ALW 1.37
Volume = 1106560 lbs. ALA i35 lbs ALIM11 1.31 gal/day 1,80 days
Voluve = MMUS gals. or 2,6.0122.7 cubic feet
51, volume of wash water
This is the amount of fresh water uwd for washhS floors or volve
of freslfi water used Nr a flnh system w excess water. Flush systEms
that recKulate the 1-a9cron water a';-e accounted for ir; 5A.
Volume - 0.0 gill us/day 180 days storage/L48 gallons
per CF
Volume = OX cdk Net
V. Volume of rainfall in e-.'.cp5s of evaporation
he pubd of time when, rainfall P.xceeds evaporation by largest amount.
ISCI., days E-.,,,.cess rainfal 1 = 5.0 inches
Volume = 5.0 incks * DA 1 12 imbs per Not
Vo 1 iime = 10755.0 cubic feet
'Vt 1 ur - 24 h ne of 25 year our storm
Wflume = M WAS 1 12 in per foot # DA.
Vol we - =z Wic Net
TICITAL REQU11K. -D TEMPORARY STORMHE
5A. 26023 cut,i c feet
5E.I. 0 cubic f-,E.t
5P WK5 Cubic feet
5 11, 137f)-.3 cubic feet
T,--!TAL 50600 cubic feet

Te,�rl,;;racy storage De{in°j____________________.;. 180 .jays
`1 VA-) t�t
Rainfall in excess of evaporati_n========__= 5.'.i ir!ct!es
Z5 year - 24 tour r-airifall===_______________. 6.3 inct!es
1.Q feet
Si __ , , I
Ir!side top ler!at;s________________________ 225.0 feet
Inside top t - - - - --
up of We ele`adticn_______________________> 99 3 feet
Bottom of Iageurf ele°atior!==________________:` ?.` feet
Total required 'q,Is,:!e==_____________________._ 1571[;s cu. ft.
r 'S. gip_____________ - -_
,•_.ua! Design inI41,!�_------------------------?1e•1_•_"i.c,.: c!i, ft.
Seasonal hi•7h watFrta,;!e elevation I&INT = ii, ; feet
PLmpir!:s ele .__________________________. 96.4 feet �r
M"t be ? or = to he MT eQC="wW==j OX feet
Must be C;{ = tc min. re!j, treat!ent el.=. :-'4,'1 feet
Pequirej Imi;-!i,rum treatii'eiit voluire=====______ I`t?G560' cu. ft,
Volume at =tap piping elevation=====___=___` 1C}•;`;o cu. ft.
Start purspir!g clay.==_______________________ '.-'2.2 feet
I'O be at bottom of fre_t;owd & 25 yr. rainfal I
Actual volume less Z5 yr" - 24 hr rainfall—) 148178 Eu. ft,
S r. !�mG t "t r t fir 5"34 t
t-:T a: St"dt pl;�,prr!� :lava 1 i=v===_=v===} 1.-_;.•••rt Cry. f v,
Quire,_ volmme to be ,urip.j ------------- -
ktual Woe to be puRc;ed__________________% '85S5 cu. ft,
in, thickness of roil I i n e r wh err equired=z) 1.6 feet
>=-IVED BY. Af'PRO,,••EL, BY;:� A d
DATE: llf;l E.
SEE ATTAULIti TASTE UTILIZATION F-LiAihti
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U4ited:�States Natural Resources 600 West Innes Street
Department of Conservation Salisbury,North Carolina
Agriculture Service 28144
Date:March 24,1998
Subject:Eng- Huntley-Vernon Farms,Inc.
Waste Irrigation System
Design Review
Anson County
Robert E. Horton, Jr.
District Conservationist
Natural Resources Conservation Service
Wadesboro,North Carolina
Attached is the waste irrigation system for the Huntley-Vernon Farms, Inc. This system was
designed by Ellen Dosser-Huntley, P.E. The design has been reviewed and meets the requirements
ofNRCS practice standards. If you have questions or need additional assistance on this job please
let me know.
H.J. Pate, Jr.
Civil Engineering Technician
cc: T. H. Wetmore, Jr.
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PLAN UNDISTURBED
ELEVATION EARTH
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000.P•S.L CONCRETE
TABLE ••A" DEMINSIONS (IN FEET)
BEND PIPE SIZE (NOM. DIA. IN INCHES)
2 4 6 8 10
90• 1.5 1.9 2.8 3 4.7
.8 12 le; 20
45• . 5.9 7.5 8.5 94
1.4 2! 2.8 3.5 4.3 5.5 6.2 6.9
22
I0 0.8 1.0 1.5 2.0 2.5 3J 4.0
11�• 0.8 I.0 I.I 4.5 4.9
1.5 1.8 2.2
THRUST BLOCK DETAIL FOR BENDS FOR
A I
A/2 1 A/2 �-UNDISTURBED EARTH
t
� a
// o. .•, �� tV
UNDISTURBED �O' -°.• •`;,"
EARTH _
PLAN - ELEVATION
NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA OF TEE
(IN DM.- 2 4 PIPE SIZE (INCHES)
6 8 10 12 14 16 18 20
A L6 L9 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4•
THRUST BLOCK DETAIL FOR TEES

HkArAlcy -Vo-rtN(,,r-- MORVEN WEST QUADRANGLE
NORTH CAROLINA—SOUTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
587 2'30" 588 690 000 FEET(N.C.) -190 WADESSORO 9 MA\ 1591 80
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=BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle
'.5' .55. �, Noz_zle Nozzle Nozzle Nozzle PSI GPM DIA. GPM DIA GPM DIA GPMbS DIA. GPM 7 .75 Nozzle Nozzle
DIA. GPM DIA. GPM DIA. GPMSS- R.
14'
50 >il.r t31i DIA. GPM DIA. GPM DIA.
205' 64 215 74 225' 87 • 235' 100 - -
�` s1t11i8# 245' 115 256, 13C 265' a50 273, 165 70 80 225' 75 238' 88 250' 703 263' 720 280, 204 30p.
at1Q ' ' A`ii-"'-e,.1- '. ?�5' 136 . ...283' 155 295" 1'J 3C2' 197 .
90 68 245' 83 258' 100 270' 117 283' 135 295, .. 3t0 2<3
C7Y:aia,' 5' 155 3 0' 175 315' 20t 326' 223 335' 271 2•
110 Only
265' 92 278'p 11 129= .,303'• `ISO 315' 171 324' , 195 335' 222' 341
'Available only With F100 E SR100. 217 355' 3p� 380
100 R RING NOZZLES
PSI
7t RING .77 RING 81 RING .86 RING .89 RING .93 RING .96 RING 100 DN DIFFUSER NOZZLES
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA O.SDN 0.6DN 0.7DN Ot
.80,• ,►� f..,;_,ti•i�i:�araaC: GPM DIA GPM DIA GPM DIA GPM DIA
"�"'. f'•''�-�.°�.G%s GPM DIA
40 66 208 78 212 '>ct'"""`w' +t wY..ixro;.rbi�;.;.�_+�-:,y}�; k GPA
-'60•• c.,;74 v,=va+ 91 215 103 224 118 235 134 238 152 242
8/ 235 '-�:��•� s;�.700a.2�0�.;�."�`1d5''' 'G :I�L�O•i6.1 45 154 66 168 81 582 116
96 40 110 245 125 260
•-70=-t 7�:ay„za1y38.. .y 147 270 164 275 163 280 80 3D4.: Oad u it41 W;,• ..:►t3&..,V7'-" - - - -
94 255 111 265 127 275 145 285 1163+3�00 189�305 2t 10 ia3
`190,.. -.�99,266..: :.11T.>276y ti i1D44:286ur �. .: ,....;,....:-�.. _ K
100 105 270 124 280 142 295 162 3058� P0.iz''��z252 - - - - - -
110 - 110 5:" 130_206" :T.149 IC* ?70,3:12a
"TM
nt
diameter of In is approximately 3%less for the 210 trajectory angle,6%less fw t84 2 - -"'�'='• ' '''s ="''-
150 SERIES BIG GUNS - 240 TRAJECTORY"
i
150 T TAPER BORE NOZZLES
Nozzle. No, Nozzle
11 - 7, �. Nozzle Nozzle Nozzle
PSI GPM CIA. �^ I' 1.0• 1.1^ Nozzle
GPM DIA- GPM DIA GPM DIA. GPM DIA. 1.2" 1.9"
=/OOr<4i=.Ptaa::'xe. .we1i11.1Qddili$TO`+�i .'+..eri1B64faira2g0�siiiQQttiki0Et37 •' GPM CIA. GPM DIA.
60 110 265' 143 285' 182 305' 225 325'
80 i B r e 1liZr..4ti 275 348' 330 365 365-'380,
j F A It'll 35�. 165 310' 270 335' 260 355' 315 375'�c300t.:w+y .tJW7w . 'Nti?Z3�{ 4,Sioy •' 380 395' 445 410'
100 143 310, 185 330' 235 355' 290 r '375, 355
110-_ >.: 750 r 320!:ts3 ^:: 85 :h340'.sM :x247 ,.�.rSBIi.►'+:. 400' 425 420' 500., 440'
120 157 330' 204 350' 258 375' ++4c4386'` a�l[:$I9:ikikxtlll4'
320 395' 385 420' 465 440' 1 545 460'
150 R RING NOZZLES
R,n
PSI GPM.86g DIA T GPM Ring DIA. GPMing
DIA ping Ring
Ring Ring
_ GPM DIA- �M DIA- GPMt ^DIA. GPM111'DIA.
-50 •.,100 .'+n�4S4:4r i1WiA�awa ZRSeaua ssa kbl
60 110 260' 143 280' 182 300' T
:70., .+o-,120�;.:.27G:yt-:- 225 315' 275 335' 330 350, 385 365'
42Q0(iAair-.•s.'•-182c"s"` - - -
80 128 280' 165 300' 210 320' 260 340' -
80 . 135s.,,�290:.;.r+.: 315 3(i0' _ 360 `..380' ' 445 395' .
100 143 300, �+�+w1185b.kar320' t�23235ls4xra340 ;eY.�7b\alwi950,i.rr�t 'si�il 5�ciaa921t'41f'"
290 360' 355 380, 425 400,, elm'
120 750:..-310',�.;u�arsa196u:: .390.;:;.c rt(34Laoi+96�.tw ,I,c .806: !(::97#..u' +ar+i37A 500 415'
t20 157 395' 204 335' 258 360' 320 380' 385'The diameter al throw is approximately 3%less for the 21°trajectory angle. 38S 400' 465 420' 4 545 ^435' , 1
200 SERIES BIG GUNS - 270 TRAJECTORY"*
200 T TAPER BORE NOZZLES
PSI. FNozzle Noule Nozzle Nozzle Nozzle Nozzle 1.05` 1.1" 1.2 13" Nozzle Nozzle Nozzle
GPM DIA GPM DIA GPM DIA GPM DIA 1.4" 1S" 1.6^ 1-75' 1.9'
GPM CIA GPM DIA GPM OIA, GPM DIA GPM DIA.
10., . .25A,v,346'.F 3 i:$8b r3i 55b.:...N.3301i.a375 ak
a..3861AI..4oQrwa:.wt4S wr/.idtn:wa61 7 70 270 360' 1 310 380' 355 395' 415 410' 480 430' 555 450' 630 465' a
E12
I::290.43761.-,i,_::E330 :..ems. ..V,380, rFlO iaa .:.v1f4S:yistl lQ l 755 495'
4wSi5Vd15Q... _ 890 515'
310 390' 350 410' 405 425' 475 445' 545 465' 625 g4715 ^505' 4b6
AWS a Ysi374a:+v42Q'Nr k r;+I25 t440 855 535' 1005 555'
3a0 a10' 390 430' 445 a50' 525 '•470' 605 495' 695 515' 790 535'365::;420.. • .406;•�:44Cr� :�86Y,+ „ti .: 945 565' 1110 590'
370 425' 425 4a5' 465 465' 565 4 _o11 .artA
655 515' 755 540' "860 560' 1025` 590' 1210 820'
200 R RING NOZZLES
1 ''•'Ring t?6"Ring 1 '7 Rm
PS!- GPM•actual) (1.46"aqua!) (1.56'actual If�n•Rmg 1�/."Ring 1 r�^Ring 2`Ring
DIA. GPM DIA. GPM DIA (1.83"actual) (1.93'actual)
GPM DIA. GPM DIA. GPM DIA- GPM DIA.
ti0.. . .. 2W.c...37b iwi iJ00.ii a �95fi�r:..-=w.:350 .�w170 L4+A1A?+ontl SR9t1'�e 3s e 60 250 340' -330, 370' 385 390'
. 16 ... 445 410'TO 515 425'= -
585 440. 695 455'
60 290 370' :i�►ii4B0s'w3�'y12j5(rtdirff " - .117�Itii+li6 380 400' 445 420' 515 440'
-310 +.38D'. : r.1S:A06'w tit'd 4lb.rr:. wr..476,:ab{36' .i�z.+1t55• .�_.�-.590 455' 675 470' 805 490''
100 325 390' 425 425' Soo 445' � .. '
575 465' 660•: ::480' 755 500' 900 520'
•340: .;:400'; .; k#A6isk rs435'.:r. ....:%..6211' liSii56;i yc �y 76 t
120 355 416, a65 aa5' 545 465' 630 485' 7UOr+r�fF.6
130 370 415 �,. L4a6 725 500' 825 520' 985
•. . -.
"The diameter of throw is approximately 2%less for the 24°trajectory angle,5%less for the 21°trajectory angle.
The BIG GUN' performance data has been obtained under ideal test conditions and may be adversely affected by wind•poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding droplet condition,uniformity,or application rate-

CURVE 4075
BERKELEY PUMPS DATE 1-2-86
TYPE "B" RATING CURVES PAGE 2.01
MOTOR DRIVE SUPERSEOfS
All previously issued
�4
4075 Curves
C+ee: Material C.I. Patt No.L01025 Mach.No,L01025
Impeller; Material C.1. PattNo.H01828(7/8 UktaahNo.See Below NOMINAL R.P.M. 3600
Via. 9" Full Based on Fresh Water Q So" F.
M02928(1-1/4 U) Maximum Working Pressure:
130J/
. .. :' .. .
.. .. ... � N Slut
1.
_ _ _..
......... 1......... ......... ..... ... :.1 HEFLLEB MUCH.tiq. W
.� t - 20
HEAD............. ...: :-::j::::::. ::;:::::.:'•....:. _..
i .... .�- {. MO75 3, N MO7692
40 ._.:_ __. t-.-- , __. �._.w•_;...... -- - _ M077y8: Ho7691' ..
9n.Di ._:r.......... ..... i.. ......7.. ...., .... . M0775 _... M(ti7fi40- .. ._.0 z
45X-
LL 35 8•.3/l.'_Dir;.•f fi`r�1P :.....-_ ,. { _ 1.. i - - { {..
S30 ,.:...._-_:..:.:'' ... 1- - {. 572 EFFICIENCY' i
...... .. _ a
254
i
::..
I
y, 20
or..._....._......
t. I z �rOT'-
7
;: - .....
V
::........ ......... ....:.. s.
, I
t \,�
10
7. b
. .. , .
.........
50 II � t : � . I - "1�..__.::........ .. .... - -••�/0.fin.• :. _......
.. . �.. _ _ .. _-••--. Gy --•- -•-_L---_._
0
a _ 0 10. 20 30 40 50 60_ 70 8U 90 100 110 120 130 140 ISO 160 Ill)
CAPACITY IN U.S,GALLONS PER MINUTE
C-5036 9—do-T_1733 Soaersedest;_5036 Ue,ed3-1-72 os,e 8-16-85 MODEL1312ZPL
Coos: Mated C.I. Patt.No. 1-01025 Moeh.No.L03675
Nominal R.P.M. 3600
Impeller: Yaterlal C.I. Pan.No. M05217(7/8U)m..h.No.See below Die. Full Based on Fresh Water 0 80' F.
M04906(If U) Maximum Working Pressure: 250 PSI
.......
..
_......... _.:.. 0
....... , .. - _ _
I {
.. i
Nf'SIIR - 1 MF'F( .F,.R;M CF. NO'% 0 W
-
-
.1.... ...... _.
1.... .._. ....., _ .._._- ----------
...:.. ..... 1
.. i- 15 SIG?7GU t�t07G65
I -- _. •r1s.i>,_...___.� •...:....:.,_..._ .` ......_` 20 - .M0766.5 N 10 v'
. -_
25
0 Z
ui
1 .
� 3S0 -S/a"�Qia;'(40 HF'; . _. .. 58 if;fFFIC1C:NCl'
_
to 300 .........�
7=15'/16°-Die 1 596
< 250 ..� ... . x . ....:1
Z �.t__._._.;_. ._. f.__ _ ...
......' -------------
.5 "45'3,,
o
1
t
.. ,. - + "
,
ISO77__.._r..•..._..+ i
7-1
100 • � ti
so ... ,
0 25 so 9s 100 125 150 175 200 225 250
CAPACITY IN U.S.GALLONS PER MII,UTE
C-9086 eairoo" I-3062 S:,ur•._..:. C-7:345 ;, F72

L Ellen Dosser-Huntley, P.E.
Specification Sheet
Huntley-Vernon Farm
'7."7
1. Acres under gun coverage ±r8,,7 acres.
2. System is composed of 14 hydrant locations using a Nelson Big Gun
10OR Ring gun with a .71 ring orifice. Performance is 88 GPM @ 70 Psi 0
245 feet diameter.
3. Hydrant spacing is 150 feet (60% X 245).= 147 `
4. Friction loss in 4" PR2O0 PVC pipe @ 88 GPM is .2-4 PSI per 100 feet.
5. Liquid Velocity in the 4" PVC pipeline is 2.20 feet per second.
6. Pressure requirements are as follows:
Gun 70.0 PSI
Elevation 28.2' 12.2 PSI
856'-4" mainline 2.0 PSI
Misc(tees, bends, etc.) 4.0 PSI
88.2 PSI or 203 feet total dynamic head
7. Pump is a Berkeley 10 HP Electric 3600 RPM pump and motor with
impeller trim of 7 7/8".
8. Application Rate:
96.3 X GPM 96.3 X 88 = .38 in/hour
LXW 150X150

L Ellen Dosser-Huntley, P.E.
Operations Sheet
Huntlev-Vernon Farm
System start-up
1. Attach gun cart with Nelson F100 gun to a hydrant and open
hydrant.
2. Make sure all drains are closed.
3. Close pump control 3" gate valve and then open this valve 2 turns
until all the air is evacuated out of the system and a full stream of
wastewater is coming out of the gun.
4. Slowly open pump control gate valve to full open position.
5. Operate pump and motor for a minimum of four hours and fifteen
minutes in any one gun location on any one irrigation day.
System Shut Down
1. Close pump control valve gate valve back to the throttling position
then shut off electricity to motor.
2. Close hydrant that gun has just run on and move gun to another
hydrant location; then restart pump as before.
Winterization
1. Open all drains.
2. Leave pump control valve half open so all water may drain from
valve.
3. Grease all hydrant stems annually.
4. Replace any worn or damaged parts.

NoKr-" CFlr4L-ltJa 9L)NTLF—Y- VERNON WASTE JKRIGRTja0 SYSTEM j ANsoo Ca ,
N:P 3/98
REVIEW OF IRR.16KnOtJ -DESIGrN I 3
Sp LID SET SYSTEM IJswc, NE-LSON 160 Pifj& GvN WIT-A A 0.71 "
RtN(s oR nu- @� -70 psi = S8 G PM AN.D 245 "zjA.
'+"-DIP,. 1FRZ00 PVC -PIPE. 04YDitANT it /N FIELD 2)
h f - NExID Loss oR FKK-T1 oN N ERA (Fr.) -PE.- 100 FT PIFIS
t.852 t.852
hf = 0. 2og3 pool C�
c. J d '4
h� = p. 2083 roo /.s�2 (88 `I.gs2
hF = D. 4Z Fr./I00 F7,
C0tJYER7- To -PSI
h F = O. 4-2 F-r, 0. 18 psi/100rr.
2. 31 Fr./psi
MERsuP—D -bisr, -ro ,l1YO,# 21 = 795
(O,IgFS/Jl00fr..)(795 ', = f, 43 P51
PR200 -P'IG ?►pE (NYn. 1i la FIuw a
hF = 0, 2og3 01-09-00
Was?-
h F = I. 4 4- Fr j i o o >'r
COMItFx7 70 PS I
` - - 41+ FT, _ O. �oZ PSI/loci FT.
Fr.jFsl
160'
0 9 q Fs�

NORTH CAROLIMR �jUNTLEY-VGRNON WASH lKRl%RTjQtQ SYSTEM, An4SON CO.
NTP 3/9 8
-REV IE.vJ OF I2.R.ICrRTIdN Il EsitsN 2 3
CIAEcic VELOCITY
V= o. 4og Q
d2
3"'D 4-
V= 0.4-o a
(3.t66) (4. 07Z)Z
FPS
C HEGk TRECI PITnTt Dm -RATE
9b.3 X GFtA _ ll/ L- 3 �(35 _ 8 `7 -T 0. 38
L X /50 X ISO zz5o0
Lose FoR Fit-t-n No. z
GucJ - 7 0. 0 PSt
ELEv. - z c5 10. 81 PSI
4"-DIR MAA - 79 S ' l . 43 Ps I
3"DiA. LAT, 0. 99 PSI
M isc. - tee5, b oS 4, 00 Ps
87. 24 PSI off, 201. E TDN
.CHECK. _P\F-Q0lFE D NORSE POWER,
BHP = X TDH
39(.00x EI'
BHP = (88 ) ( 201. S" )
(39(.0) (v s3%3)
10 NP spEcly►ED

t,1aRrH CFlRALINA PUNT LEY- VERNON WASTE 1 RRiG-jvtorJ -SYSTEM ,Anjson?C,
}{ TF 3/98
IREV IEvJ OF 1 R.R. GrATIOO LEES! N 3 3
CHECK -PREC jPITF\TtQN FATS. (An1oTHCR- /lACT14ab)
t Q x 360
7' (a.9 r-)2- -&-r
)(8E X 360
(0-9x 122.5)2 3�oO
1NAM.
r

0
\ SRII�
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