640065_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 64-0065 Certificate Of Coverage Number: AWS640065
2. Facility Name: Middlesex Sow Farm
3. Landowner's Name (same as on the Waste Management Plan):l fJ /5 Dowell Ramsey
4. Landowner's Mailing Address: 634 Greenwillow Cir
City: Wendell State: NC Zip: 27591-9588
Telephone Number: 919-365-3584 Ext. E-mail: ptbrrattnNca betisou-` 44, rtet-
5. Facility's Physical Address: 7119 W NC 97
City: Middlesex State: NC Zip: 27557
6. County where Facility is located: Nash
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"):
10. Operator Name (OIC): Dennis D. Ramsey Phone No.: 252-IA18-7352 OIC #: 17500
11. Lessee's Name (if there is not a Lessee, write "None"): ' f 0 qq
12. Indicate animal operation type and number:
RECEIVEDGi4CLIOIDWR
APR 042019
Water liaitY
!regional Operations Section
Current Permit:
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
Operations Type Allowable Count
Swine - Farrow to Wean 482

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
#2
COVERED #1
Estimated
Date
Built
1ql'
/`�7�
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
a; 9 5-'
/ 9; Vs*
Design Freeboard
"Redline"
(Inches)
/9'(
�9 '/
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WTJP), .signed by the owner :and a certified technical specialist, containing.
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: rl —a7� n�GUej 0�/, DR5 �`�( Title: 01) e. r
Signature: LJs7rw+^ ►+1+r-�t , `��'�"t"`f� Date:
Name:
Title:
- -
Signature: Date:
Name: Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
RECEIOCZ
APR 0 4votelotiew
2019
Re91QVIa1®Per`r
tonsSecoork
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governer
1MIICHAEL S. REGAN
Secretary
LINDA CULPEPPER,
Dime tor
Dowell Ramsey
Middlesex Sow Farm
634 Greenwillow Cir
Wendell, NC 27591-9588
NORTH CAROLINA
Environmental'
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
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.eov/aboutt/divisions/water-resouurrces/water-duality -regional-operations/afo or by writing or calling:
5/ z /. V t t V NCDEQ-DWR A l C� ! D F' '- 3
�'n 4 Animal Feeding Operations Program `
b I . ! r 1636 Mail Service Center 19 ,.r 7e, +? Z t
a.j Raleigh, North Carolina 27699-1636 !
4 ' rl a o r lit ita. Telephone number: (919) 707/00
In order to assure our continued coverage under the State Non -Discharge General Permits. rou must submit an application for
permit coverage to the Division. Enclosed ' ou will find a "Request for Certificate of Coverage Facilitl Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned b‘ April 3. 2019.
Please note that you must include one (1) cop. of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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.
9,;.7Sincerely,
04 2019 Jon Risgaard, Section Chief
Water tilL104, Animal Feeding Operations and Groundwater Section
Enclosure Ri0.SI00
�egianal Qpenei_
cc (w/o enclosures): a erg egional Office, Water Quality Regional Operations Section
Nash County Soil and Water Conservation District
AFOG Section Central Files - AWS640065
l. k12art N_`aSa a.:rDfSa&3^6 afAfarS"e._ etera �QLaj 'R}a je D,vhst':rtt sf�at.steaR2e7soSS-r�1s
fi36�"� 518.737 m:33

Version —November 26, 2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
i El 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.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
• ElRendering at a rendering plant licensed under G.S. 106-168.7.
• ElComplete incineration according to 02 NCAC 52C .0102.
El Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm 0=riger
Signature of Technical Sp ' t
Date
3/Z7// 7
Date

1
3
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 919-571- 47002.61
'EMERGENCY MANAGEM T SYSTEM 9- -459- 7376
SWCD -459-4116
NRCS - 4 5 9- 4116
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.a
You should make every effort to ensure that this does not
happen. This plan should be posted in an accessible
location for all employees at the facility►. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the
situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.

d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid
separators -action include:
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
lagoon.
b. If holes are caused by burrowing animals, trap
or remove animals and fill holes and compact
with a clay type soil.
c. Have a professional evaluate the condition of
the side walls and lagoon bottom as soon as
possible.
2. Assess the extent of the spill and note any obvious
damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish
kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off
of the property) ?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
919-571-4700. After hours, emergency number: 919-
733-3942. Your phone call should include: your
name, facility, telephone number, the details of

the incident from item 2 above, the exact location
of the facility, the location or direction of
movement of the spill, weather and wind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters,
call local EMS Phone number gb-459-7376.
c. Instruct EMS to contact loW Health Department.
d. Contact CES, phone nipper 159-9810 , local SWCD
office phone number 111' 459- 4114 and local NRCS
g ice for advice/technical assistance phone number
459- 4116.
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: Pers 86,.//d/ovee .Fe, ru Fc cs
b. Contractors Address: 7 Yo3 Q.,G, .fwa... f Add. st,s Nc x7 g 8 p
c. Contractors Phone: 2_42 - .230 - Y io a
6: Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc.)
a. Name: NRCS SWCD
b. Phone: [phone]
7: Implement procedures as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
deude/nel&wotdl.mq.etplen.dex
mot 12,66

Source
Farmstead
Animal body surfaces
Floor surfaces
Manure collection pits
Swine Farm Waste Management Odor Control Checklist
Cause
Swine production
fir
BMPs to Minimize Odor
Vegetative or wooded buffers;
Recommended best management practices;
O$ Good judgment and common sense
Dirty manure -covered animals ' Dry floors
• Wet manure -covered floors
Site Specific Practices
.ice Slotted floors;
p Waterers located over slotted floors;
Pr Feeders at high end of solid floors;
Er Scrape manure buildup from floors;
O Underfloor ventilation for drying
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
• Urine;
• Partial microbial decomposition
a' Frequent manure removal by flush, pit recharge, .
or scrape; '
0 . Underfloor ventilation
• Volatile gases;
Dust
8' Fan maintenance;
fa' Efficient air movement
Pit recharge points
• Dust
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
, Washdown between groups of animals;
O Feed additives;
tir Feeder covers;
O Feed delivery downspout extenders to feeder
covers
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
RJ Underfloor flush with underfloor ventilation
• Agitation of recycled lagoon
liquid while pits are filling
O Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations
Outside drain collection
or junction boxes
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
AMOC - November 11, 1996, Page 3
O Sump tank covers
O Box covers

Source Cause
End of drainpipes at • Agitation during wastewater
lagoon conveyance
Lagoon surfaces
BMPs to Minimize Odor Site Specific Practices
O Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions;
• Biological mixing;
• Agitation
-R Proper lagoon liquid capacity;
a Correct lagoon startup procedures;
.8 r Minimum surface area -to -volume ratio;
a Minimum agitation when.pumping;
❑ Mechanical aeration;
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation;
• Wind drift
,a Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
if- Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Bottom or midlevel loading;
O Tank covers;
❑ Basin surface mats of solids;
O Proven biological additives or oxidants
1
Settling basin surface • Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, . • Volatile gas emissions while
slurry or sludge on field drying
surfaces
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;.
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
f' Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
lncineratbrs
• Incomplete combustion
O Secondary stack burners
AMOC - November 11, 1996, Page 4

Source
Standing water around
facilities
Manure tracked onto
public roads from farm
access
Cause
• Improper drainage;
BMPs to Minimize. Odor
• Microbial decomposition of
organic matter
Grade and landscape such that water drains
away from facilities
• Poorly maintained access roads fii Farm access road maintenance
Additional Information
Site Specific Practices
Swine Manure Mditagement ; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; P1H-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From ;
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Flush (inners Liquid Systems .
• Accumulation of solids
Lagoons and Pits • Crusted Solids
Excessive Vegetative • Decaying vegetation
t iruwth
Feed Storage
A' Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
D'' Remove bridging of accumulated solids at
discharge
Insect Control Checklist for Animal Operations
Sdaatrcc _ _..
Cause MIN to Control Insects
Site Specific Practices
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more Than 6 -
8 inches over more than 30% of surface.
J Maintain vegetative control along hanks of
lagoons and oilier impoundments In prevent
accumulation of decaying vegetative mailer
along water's edge on impoundment's perimeter.
• feel Spillage
• Accumulations of feed residues
Airy Systems
d '° Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
fir Clean up spillage on a routine basis (e.g., 7 - 10
(lay interval during summer; 15-30 day interval
during winter).
IR, Reduce moisture accumulation within and
around immediate perimeter ()I• Iced storage
areas by insuring drainage away from sloe
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
g7Inspect liar and remove or break up accumulated
solids,in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page 1

Source Cause BMPs to Control Insects.
Animal Holding Areas • Site S- pecific Practices.
Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
• Accumulations of animal wastes l] Remove spillage on a routine basis (c , 1 - 10
Dry Manure !kindling
Systems
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State l Iniversity,
Raleigh, NC, 27695-7613.
AAIIC - November I I, 1996, Page 2

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
of D L,6.00.4/
CLIENTS NAME > DOWELL RAMSEY
COUNTY > NASH
TODAYS DATE > DECEMBER 18, 2000
DISTANCE TO NEAREST NONFARM RESIDENCE => 1000 FEET
NUMBER OF PIGS WEANLING TO FEEDER > 0
NUMBER OF PIGS FEEDER TO FINISH > 0
NUMBER OF SOWS FARROW TO WEANLING > 221
NUMBER OF SOWS FARROW TO FEEDER > 0
NUMBER OF SOWS FARROW TO FINISH > 0
DEGREE OF ODOR CONTROL > 1.0
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION > 0.0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL > 265.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL > 62.0 FEET
NORMAL WATER LEVEL ELEVATION > 92.8 FEET
SEASONAL HIGH WATER TABLE ELEVATION ===> 78.0 FEET
LAGOON BOTTOM ELEVATION. > 83.8 FEET
Depth of Permanent Water 9.0 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES =-> 1.5:1
Permanent Volume Required 95693.0 cubic feet
Permanent Volume Provided 110326.5 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE > 90 DAYS
GALLONS OF FRESH WATER ADDED DAILY ====> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION > 5.5 INCHES
25YR/24HR STORM RAINFALL > 6.6 INCHES
FREEBOARD > 1.0 FEET
ESTIMATED TOP OF DAM ELEVATION > 95.8 FEET
Temporary Storage Volume 31300.5 cubic feet
Top of Dam Elevation = - 95.7 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 274.0 feet Width = 71.0 feet
Begin Pumping Elevation =
Stop Pumping Elevation =
Volume To Be Pumped =
94.0 feet
92.8 feet
20600.8 cubic feet

. 1. ' TEADY STATE LIVE WEIGF.
0 head weanling to feeder x 30 lbs.
0 head feeder to finishing x 135 lbs.
221 sows farrow to weanling x 433 lbs.
0 sows farrow to feeder x 522 lbs.
0 sows farrow to finish x 1417 lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
2. SLUDGE ACCUMULATION
0 lbs
0 lbs
95693 lbs
0 lbs
0 lbs
95693 lbs
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 0.0
Sludge Volume = 0.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 95693.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 92.8 feet
Construct lagoon bottom elevation 83.8 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
1.5 1.5 1.5 1.5 9.0
AREA OF TOP
LENGTH *WIDTH =
265.0 62.0 16430.0 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wb =
238.0 35.0 8330.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
(Lm * Wm) =
251.5 48.5 12197.8 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
16430.0 48791.0 8330.0 1.500
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=110326.5 CU. FT.
VOLUME NEEDED = 95693.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 265.0 FEET LONG BY 62.0 FEET WIDE
5. DIKE

Place spoil as a continuous dike to elevation 95.7 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
274.0 71.0
Additional Drainage Area
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
19454 square feet
0 square feet
19454 square feet
90 days.
Volume = 95693 SSLW * 0.0101481 gallon/lb. SSLW/day *
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 11684.4 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume =
0 gallons/day * 90 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 5.5 inches
Volume = 5.5 inches * DA / 12 inches per foot
Volume = 8916.4 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 6.6 inches * DA / 12 inches per foot
Volume = 10699.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 11684.4 cubic feet
6B. 0.0 cubic feet
6C. 8916.4 cubic feet
6D. 10699.7 cubic feet
TOTAL TEMPORARY STORAGE 31300.5 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)

Depth required = Vc. .ie of temporary storage divides! I surface
area of lagoon.
Depth required =
Depth required =
Normal lagoon liquid
Depth required
Freeboard
Top of Dam
31300 cu.ft. /
1.9 feet
elevation =
92.8 feet
1.9 feet
1.0 feet
95.7 feet
16430 sq. ft.
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 95.7
ARE 274.0 FEET BY 71.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
Depth required = Volume of
area of lagoon at
Depth required =
Depth required =
DESIGNED BY:
DATE:
11684.4 cubic feet
0.0 cubic feet
8916.4 cubic feet
20600.8 cubic feet
pumped storage divided by surface
normal water level.
20600.8 cu.ft. / 16430.0 sq. ft.
1.2 feet
APPROVED BY:
DATE:

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
New 1.cloow
CLIENTS NAME > DOWELL RAMSEY
COUNTY > NASH
TODAYS DATE > DECEMBER 18, 2000
DISTANCE TO NEAREST NONFARM RESIDENCE => 1000 FEET
NUMBER OF PIGS WEANLING TO FEEDER > 0
NUMBER OF PIGS FEEDER TO FINISH > 0
NUMBER OF SOWS FARROW TO WEANLING > 261
NUMBER OF SOWS FARROW TO FEEDER > 0
NUMBER OF SOWS FARROW TO FINISH > 0
DEGREE OF ODOR CONTROL > 1.0
(minimum 1.0 cu. ft. per'ib SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION > 0.0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL > 197.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL > 112.0 FEET
NORMAL WATER LEVEL ELEVATION > 92.8 FEET
SEASONAL HIGH WATER TABLE ELEVATION ===> 78.0 FEET
LAGOON BOTTOM ELEVATION > 85.8 FEET
Depth of Permanent Water 7.0 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES > 3.0:1
Permanent Volume Required 113013.0 cubic feet
Permanent Volume Provided 113141.0 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE > 90 DAYS
GALLONS OF FRESH WATER ADDED DAILY ====> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION > 5.5 INCHES
25YR/24HR STORM RAINFALL > 6.6 INCHES
FREEBOARD > 1.0 FEET
ESTIMATED TOP OF DAM ELEVATION > 95.8 FEET
Temporary Storage Volume 41982.1 cubic feet
Top of Dam Elevation = 95.7 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 215.0 feet Width = 130.0 feet
Begin Pumping Elevation =
Stop Pumping Elevation =
Volume To Be Pumped =
94.0 feet
92.8 feet
26609.6 cubic feet

1. STEADY STATE LIVE WEIGH
0 head weanling to feeder x 30 lbs.
0 head feeder to finishing x 135 lbs.
261 sows farrow to weanling x 433 lbs.
0 sows farrow to feeder x 522 lbs.
0 sows farrow to finish x 1417 lbs.
0 lbs
0 lbs
113013 lbs
0 lbs
0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 113013 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 0.0
Sludge Volume = 0.0 cubic feet
3 REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 113013.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 92.8 feet
Construct lagoon bottom elevation 85.8 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 7.0
AREA OF TOP
LENGTH *WIDTH =
197.0 112.0
AREA OF BOTTOM
Lb * Wb
155.0
70.0
AREA OF MIDSECTION
(Lm * Wm) =
176.0 91.0
22064.0 (AREA OF TOP)
10850.0 (AREA OF BOTTOM)
16016.0 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22064.0 64064.0 10850.0 1.167
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=113141.0 CU. FT.
VOLUME NEEDED = 113013.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 197.0 FEET LONG BY 112.0 FEET WIDE
5. DIKE

Place spoil as a continuous dike to elevation 95 7 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
215.0 130.0
Additional Drainage Area
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
27950 square feet
0 square feet
27950 square feet
90 days.
Volume = 113013 SSLW * 0.0101481 gallon/lb. SSLW/day *
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 13799.2 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume =
0 gallons/day * 90 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess pf evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 5.5 inches
Volume = 5.5 inches * DA / 12 inches per foot
Volume = 12810.4 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 6.6 inches * DA / 12 inches per foot
Volume = 15372.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 13799.2 cubic feet
GB. 0.0 cubic feet
6C. 12810.4 cubic feet
6D. 15372.5 cubic feet
TOTAL TEMPORARY STORAGE 41982.1 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)

Depth required = Vc.
ae of temporary storage divide( y surface
area of lagoon.
Depth required =
Depth required =
41982 cu.ft. / 22064 sq. ft.
1.9 feet
Normal lagoon liquid elevation =
Depth required =
Freeboard =
Top of Dam =
92.8 feet
1.9 feet
1.0 feet
95.7 feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 95.7
ARE 215.0 FEET BY 130.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
Depth required = Volume of
area of lagoon at
Depth required =
Depth required =
DESIGNED BY:
DATE:
13799.2 cubic feet
0.0 cubic feet
12810.4 cubic feet
26609.6 cubic feet
pumped storage divided by surface
normal water level.
26609.6 cu.ft. / 22064.0 sq. ft.
1.2 feet
APPROVED BY:
DATE:

SWINE `, ASTE MANAGEMEi , f SYSTEM
OPERATION AND MAINTENANCE PLAN
Producer: Dowell Ramsey _
The purpose of this 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 1999 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 annually. Items to be checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Overflow Pipes
a. condition of pipes
(1) separation of joints
(2) cracks or breaks
2. Pool Area
a. undesirable vegetative growth
b. Floating or lodged debris
3 Embankment
a. settlement, cracking or "jug" holes
b. side slope stability — slumps or bulges
c. erosion and rodent damage
4 Transfer Pump
PR 042019
\Nate/Quality
Regional Operations Section

SWINE N. ASTE MANAGEMEI ; SYSTEM
OPERATION AND MAINTENANCE PLAN
B. Operation
Your animal waste management facility was designed for a total of 482 sows / animals
( farrow to _wean ). 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 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 _90_ days. The amount of rainfall in a 25 year 24 hour storm event, and
rainfall in excess of evaporation. Your facility is designed for _90 days of temporary
storage; therefore, it will need to be pumped every 3 months. Begin pump out of the
lagoon when fluid level reaches elevation _94.0_ as marked by a permanent marker. Stop
pump out when the fluid level reaches elevation _92.8_.
The attached waste management plan should be followed. This plan recommends sampling
and testing of waste 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.
It is strongly recommended that the treatment lagoon be precharged to 1'2 its capacity to
prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at
all times.
The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The Department of Environment, Health, and Natural Resources, Division of
Environmental Management, has the responsibility for enforcing this law

Nutrient Management Plan For Animal Waste Utilization
01-05-2001
This plan has been prepared for: ti This plan has been developed by:
MIDDLESEX SOWFARM
Dowell Ramsey
634 Green Willow Circle
Wendell, NC 27591
252-478-7471
J. EDWARD LONG
NRCS /NASH SWCD
ROOM 107 AG CENTER DRIVE
NASHVILLE, NC 27856
252-459-4115
eloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
&A/144;A
Signature (owner)
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By:
echnical Specialist Signature Date
121983 Database Version 1.06 Date Printed: 01-05-2001 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 1,543,846
gals/year by a 482 animal Swine Farrowing-Weanling Lagoon Liquid
A
operation. This production facility has waste storage capacities of
_
_
approximately 90 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2384
Incorporated
4094
Injected
4509
Irrigated
2591
Actual PAN Applied
Year 1
2748
Notes:
In source ID, S means standard source, U means user defined source.
121983 Database Version 1.06 Date Printed: 01-05-2001 Source Page 1

Narrative
THERE IS A 20% REDUCTION IN n1TROGEN (N) BECAUSE OF A TWO STAGE LAGOON WITH
A METHANE RECOVERY SYSTEM.
121983 Database Version 1.0, Date Printed: 01-05-2001 Narrative Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of -the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year 1
Tract
1617
1617
1617
1617
1617
1617
1736
1736
1736
1736
Field
HY-5
HY-5
HY-6
HY-6
HY-7
HY-7
HY-1
HY-1
HY-2
HY-2
Source
I.D.
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
Soil Series
Georgeville
Georgeville
Georgeville
Georgeville
Georgeville
Georgeville
Cioorgeville
Georgeville
Georgeville
Georgeville
Total
Acre
1.2
1.2
2.0
2.0
2.0
2.0
1.4
_ 1.4
1.9
1.9
Use.
Acres
1.2
1.2
2.0
2.0
2.0
2.0
1.4
1.4
1.9
1.9
Crop
Bermudagrass Hay
Small Grain Overseed
Bermudagrass Hav
Small Grain Overseed
Bermudagrass Hay
Small Grain Overseed
Bermudagrass Hay
Small Grain Overseed
Bermudagrass Hay
Small Grain Overseed
RYE
*4.0
1.0
*4.0
1.0
*4.0
1.0
*4.0
1.0
*4.0
1.0
RYE
Unit
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
Tons
_Tons
Applic.
Period
*4/1-9/30
10/1-3/31
*4/1-9/30
10/1-3/31
*4/1-9/30
10/1-3/31
*4/1-9/30
10/1-3/31
*4/1-9/30
10/1-3/31
Nitrogen
PA
Nutrient
Req'd
ribs' al
* 200
50
200
50
* 200
50
* 200
50
200
50
Comm.
Fart.
Nutrient
Applied
llbs/AI
0
0
0
0
0
0
0
0
0
0
Res.
(lbs/A)
Applic.
N Method
0
0
0
0
0
0
0
0
0
0
Irrig
Irrig
Irrig.
brig.
lrrig.
I1rig
Irrig
Irrig.
Irrig
Irrig
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
lbs/A
1000
gal/A
tons
1000 gals
tons
200
119.2
0.0
138.2
0.0
50
29.8
0.0
34.6
0.0
200
119.2
0.0
241.9
0.0
50
29.8
0.0
60.5
0.0
200
^ 119.2
0.0
243.1
0.0
50
^ 29.8
0.0
60.8
_
0.0
200
119.2
0.0
170.4
0.0
50
29.8
0.0
42.6
0.0
200
119.2
0.0
220.5
0.0
50
29.8
0.0
_
55.1
0.0+
Preview Database Version 1.06
Date Printed: 01-05-2001
WUT Page 1

Waste Utilization Table Year 1
Tract
1736
1736
1736
1736
•
Field
HY-3
HY-3
HY-4
HY-4
Source
I.D.
S9
S9
S9
S9
Soil Series
Georgeville
Georgeville
Georgeville
Georgeville
Total
Acre
r s
1.6
1.6
0.9
0.9
Use.
Acres
1.6
1.6
0.9
0.9
Crop
Bermudagrass Hay
Small Grain Overseed
Bermudagrass Hay —
Small Grain Overseed
RYE
*4.0
1.0
*4.0
1.0
RYE
Unit
Tons
Tons
Tons
Tons
Applic.
Period
*4/1-9/30
10/1-3/31
*4/1-9/30
10/1-3/31
Nitrogen
PA
Nutrient
Req'd
abs/Al
N
200
50
r* 200
50
Comm.
Fert.
Nutrient
Applied
(IllgJA]
N
0
0
0
0
Res.
(lbs/A)
Applic.
N Method
0
0
0
0
Irrig.
Irrig.
-Irrig.
Irrig,
Manure
PA
Nutrient
Applied
Liquid.
Manure
Applied
(acre)
Solid Liquid
Manure Manure
Applied Applied
(acre) (Field)
Solid
Manure
Applied
(Field)
lbs/A
200
50-
200
50
1000
ssUA
119.2
29.8
119.2
29:8
tons
0.0
0.0
0.0
0.0
1000 .gals
191.9
48.0
103.7
25.9
tons
0.0
0.0
_ 0.0
0.0
Lagoon Liquids
Total Applied, 1000 gallons 1,637
Total Produced, 1000 gallons 1,544
Balance, 1000 gallons
-93
Manure Solids
Notes: 1. In thetract column, symbol - means leased, otherwise, owned.
Preview Database Version 1.06
2. Symbol * means user entered data.
Total Applied, tons
•
0
Total Produced, tons
0
Balance, tons
0
Date Printed: 01-05-2001
WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate
that will not result in runoff. This table provides the maximum application rate per hour that may be
applied to each field selected to receive wastewater. It also lists the maximum application amount that
each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
Lindtes/hour)
Application Amount
(inches)
1617
HY-5
Geor eville
0.40 0:36•
1.00
1617
HY-6
Georgeville
0A0 9.39"
1.00
1617
HY-7
Georgeville
n. yp 039
1.00
1736
HY-1
Gevrgevilke
0. 410 973e
1.00
1736
HY-2
Ceorgge ilIe
0.410 039
1.00
1736
HY-3
Goorgevil'.e
O,YO 939
1.00
1736
HY-4
Georgcville
0. 410 0A44-
1.00
TEA-
121983 Database Version 1.06 Date Printed: 01-05-2001 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concem. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gaVac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Com 120 bu
150
13.16
I 14.28
28.56
42.85
Hay 6 ton R.Y.E.
300
26.32
I 7.14
14.28
21.42
Soybean 40 bu
160
14.04
I 13.39
26.78
40.17
121983 Database Version 1.06 Date Printed: 01-05-2001 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
rage Capaci
Source Name
Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/30
90
Plan Year
Month
Available Storage Capacit\ (Days) *
1
1
22
1
2
23
1
3
15
1
4
47
1
5
62
1
6
78
1
7
90
1
8
90
1
9
90
1
10
72
1
11
53
1
12
22
* Available Storage Capacity is calculated as of the end of each month.
121983 Database Version 1.06 Date Printed: 01-05-2001 Capacity Page 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer doesnot own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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
121983 Database Version 1.06 Date Printed: 01-05-2001 Specification Page 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
'shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift from
the site.
121983 Database Version 1.06 Date Printed: 01-05-2001 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
121983 Database Version 1.06 Date Printed: 01-05-2001 Specification Page 3

metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
121983 Database Version 1.06 Date Printed: 01-05-2001 Specification Page 4

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U.S DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP LEGEND
Map
symbol
Legend
Soil name
AaA
AbA
AuB
Bb
BnB
BOB
Co
DoA
FaB
GeB
GeC
GeE
GgB
GgC
GgE
GoA
GrB
GrC
GuB
HeB
Me
NaC
NnB
NnC
NoA
NoB
NpB
NrB
NuB
Ra.
Rb
To
7Jd
'Jr
W
WeB
WeC
Wh
WkA
WoA
'Altavista sandy loam, 0 to 3 percent slopes
Altavista -Urban Land complex, 0 to 3 percent slopes
lAutryville loamy sand, 0 to 6 percent slopes
'Bibb loam, frequently flooded
'Blanton loamy sand, 0 to 6 percent slopes
'Bonneau loamy sand, 0 to 4 percent slopes
'Congaree fine sandy loam, frequently flooded
'Dothan loamy sand, 0 to 3 percent slopes
'Faceville loamy sand, 1 to 6 percent slopes
IGeorgeville loam, 2 to 6 percent slopes
IGeorgeville loam, 6 to 10 percent slopes
IGeorgeville loam, 10 to 25
jGeorgeville gravelly loam,
IGeorgeville gravelly loam,
IGeorgeville gravelly loam,
'Goldsboro fine sandy loam,
percent slopes
2 to 6 percent slopes
6 to 10 percent slopes
10 to 25 percent slopes
0 to 2 percent slopes-
IGritney sandy loam, 2 to 6 percent slopes
1Gritney sandy loam, 6 to 10 percent slopes
IGeorgeville-Urban Land complex, 0 to 6 percent slopes
'Helena coarse sandy loam, 2 to 6 percent slopes
PMeggett loam, frequently flooded
'Nankin sandy loam, 2 to 10 percent slopes
1Nason loam, 2 to 6 percent slopes
1Nason loam, 6 to 10 percent slopes
'Norfolk loamy sand, 0 to 2 percent slopes
'Norfolk loamy sand, 2 to 6 percent slopes
'Norfolk -Wedowee complex, 2 to 6 percent slopes
'Norfolk, Georgeville, and Faceville soils, 2 to 8 percent slopes
Norfolk -Urban Land complex, 0 to 6 percent slopes
'Rains fine sandy loam
'Rains -Urban Land complex
ITomotley fine sandy loam
1Udorthents, loamy
'Urban Land
'Water
'Wedowee coarse sandy loam, 2 to 6 percent slopes
'Wedowee coarse sandy loam, 6 to 10 percent slopes
'Wehadkee loam, frequently flooded
'Wickham fine sandy loam, 0 to 3 percent slopes
'Worsham loam, 0 to 2 percent slopes
PAGE 1 OF 1
07/28/98

UNITED STATES NAT
DEPARTMENT OF RESO
AGRICULTURE CONS
SERVI
NASH
SUBJECT: ENG - Dowell Ramsey Irriga ion System DATE: December 10, 1997
Nash County, NC
P.O. BOX 10
201 ST. ANDREWS ST
TARBORO, NC 27886
919-641-7900
TO: Shelton Baker
Soil Conservation Technician
Nashville, North Carolina
I have reviewed the information submitted to me on a proposed waste water land
application system plan for Dowell Ramsey as furnished by Brock Tractor Company.
You have confirmed the system has been flagged in the field and all applicable buffers
are in place.
The design will meet NRCS standards and specifications once the following revisions are
made.
1. The waste utilization plan must be revised to show the effective coverage from the
proposed irrigation system (6.0 acres in T1736 field #2 and 5.0 acres in the adjoining
tract). Any additional fields which the operator intends on land applying waste
should be shown as well. Since additional acreage is being added to the plan, the plan
should show the currently recommended rate of 50 pounds of nitrogen for
overseeding bermuda grass.
2. Include with the waste utilization plan the 23 required specifications.
Once the system is installed, a letter of certification is needed from the irrigation installer
confirming the system has been pressure tested and has been installed according to NRCS
standards and specifications. You are encouraged to visit the site during the testing of
the system.
ilkined
JjY SHERROD
Civil Engineer
cc: Brock Tractor Company

Brock Equipment Co.
PO Box 100
Bailey, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was proudly designed by John Boykin of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
50 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
John Boykin
Note: Mr. Ramsey already has a pto pump that he wishes to continue to use.

Field Specifications
The soil type is GeB
The lowest maximum application rate (inches per hour) = .4
The 1� l maximum application amount (inches per irrigation cycle) = 1.0
Amount of plant available nitrogen (PAN) produced per year:
400 sows x 6.5 lbs PAN per sow per year = 2600 lbs PAN per year
Bermuda hay overseeded with small grain uses 250 lbs PAN per acre per
year.
110
This irrigation system effectively covers 1k:92 acres of Bermuda hay
overseeded with small grain.
al SD
This irrigation system utilizes0 lbs of N
This information was taken from the waste utilization plan.

Traveling Irrigation Gun Settings
Travel speed = 2
Application rate = .28
Effective width = 130'
Wetted diameter = 175'
Gun make and size = Senninger 80
Nozzle size = #32 nozzle (.5")
Operating pressure at gun = 55
Operating pressure at reel = 66
Operating pressure at pump = 75
Arc pattern = 330
Flow rate of sprinkler = 53 gpm
Pump power requirement (bhp) = 3.41
Total acres covered (effective) = 11.92
Traveler make and model = Cadman 2250
Hose length = 700'
Hose diameter (ID) = 2.25"
Speed compensation = mechanical
Hydrant number
�TC( %e. L ,p`a-'n
1 13D'
2 130
3 (-7 0 A- le-5)
4 (&,5 )
5
6
C30
13b
7 C 7c - ,,5>
Effectivel,ength
5 5 55b-/0- 480
5 6,40 -7b = D
562757D 5 D
3332-5 3,5 - 7b . 8o
447.5 46D - -- 3 (
F�.1
727.5 -7 L? - 7.0 643::1.
722.5 73�
6-4,D
Acres Covered
4751 1 43
(, 8s
176.8 (4 I
a.d-7
1,1b
2.17 a,a
.16
U.c:fc'l LA5.e (I o

i aveling Irrigation System Calcula\., ns
Application rate is calculated as:
2
I=[(96.3 xQ)/(3.14x {.9xR} )]x360/W
Q = 53 Q = flow rate (gpm)
R = 87.5 R = wetted radius (ft)
W = 330 W= portion of circle irrigated (degrees)
Application rate = .28
Total application amount is calculated as:
D = (1.605 x Q) / (L x S)
Q = 53 Q = flow rate (gpm)
L = 130 L = lane spacing (ft)
S = 2 S = travel speed (fpm)
Total application amount = .33
Velocity in supply line is calculated as:
2
V=(.408xQ)/D
Q = 53 Q = flow rate (gpm)
D = 4 D = diameter of supply line
Velocity = 1.35
Brake horsepower is calculated as:
BHP = (Q x TDH) / (3960 x Ep)
Q = 53 Q = flow rate (gpm)
TDH = 178.23 TDH = total head pump operates against (ft)
Ep = .7 Ep = pump efficiency (decimal form)
Brake horsepower = 3,41

Friction loss
Friction loss is calculated as:
1.852 1.852 4.8656
FL=[(.2083 x (100/C) x (Q % D ) x (L/100)].433
C = roughness coefficient
Q = flow rate (gpm)
D = inside diameter of pipe (inches)
L = Length or distance (feet)
Friction loss in traveler hose:
C = 150
Q = 53
D=2.25
L = 700
Friction loss = 8.99
Friction loss in supply line:
C = 150
Q=53
D=4
L = 1200
Fricion loss = .94

TDH Component
Total Dinamic Head
TDH in PSI TDH in FEET
Sprinkler discharge pressure 55 127.05
Fl in pump suction assembly 2 4.62
Fl in pump discharge assembly 2 4.62
Fl in supply line .94 2.17
Fl in traveler hose 8.99 20.77
Elev. from water to pump 1.73 4
center line
Elev. of nozzle 2.16 5
Elev. difference between pump 4.33 10
center line and high point in field
Total 77.15 178.23

Thrust Blocking
4" SDR 21, 200 PSI, gasketed PVC pipe
Dead end and Tee (200 x 16.2) / 1200 = 2.7
90 Degree Elbow (200 x 23.0) / 1200 = 3.8
6" SDR 21, 200 PSI, gasketed PVC pipe
Dead end and Tee (200 x 34.8) / 1200 = 5.8
90 Degree Elbow (200 x 49.2) / 1200 = 8.2

Narrative of Irrigation System Operation
•
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
Tow the -machine to the desired hydrant pull out correct amount of hose. Inspect
gun, gun cart and travelerforany damage or parts which may have come loose during
move. Prime pump, start engine, let idle til pressure starts to rise. Slowly
increasing throttle IE pressure til reaching desired amount. Return to traveler
crank motor, set reel speed to desired amount. (Inches per Min.)
Shut Down: Slowly return engine to idle reducing pressure to zero. Let engine
idle 30 seconds and shut off. Return to reel making sure engine is off. Move to
next hydrant and do start up procedure again.
Winterization and regular maintenance: During prolonged cold periods below
freezing, check engine antifreeze and drain pump housing. Blow adapter is supplied
with reel to remove water from hose. Open drain on gun cart, remove supply hose.
For_regular maintenance change engine oil every 200 hours, reel engine every 100
hours after break in. Grease reel once every six (6) months where decals indicate.
Irrigation Parameters
October 1995
nann_f
USDA-NRCS

s Q i a e .ehmnger S Yat, . impact'
P glqigned for maximumP-i-
gnicy"ati glj #low,rates:"
•`:Outwear and cost less than brass sprinklers
• Lower bearing pipe thread: 1-1/4" NPT
• Flow rates: 20 to 117 gpm
8025RD-1-1 1/4"M
. #22 Nozzle - (11/32")
Flow (gpm)
• Spkr. Base Press. psi
Diam. at 1.5'Ht.
Dlam. at 6' Ht.
#24 Nozzle - (3/8")
Flow (gpm)
Spkr. Base Press. f psi!
Diam. at 1.5' Ht.
Diam. at 6' Ht.
#26 Nozzle - (13/32")
Flow (gpm)
Sr kr. Base Press. rpsli
Diam. at 1.5' Ht. , f
Dlam. at 6' Ht. .
#28 Nozzle - (7/16") •
Flow (gpm) 32.4 34.6 36.6 38.5 40.5 42.3 44.0 45.6 47.0 48.3
• Sr. kr. Base Press. i si: 35.5 40.5 , 45.5 50.6 55.6 60.7 65.7 70.8 75.8 80.8
1 ''S36 Nozzle - (9/16"
q Flow (gpm)
+.''Spkr. Base Press. (psi)'
•,-Dlam. at 1.5' Ht :; ;
Diam. at 6' Ht. a`''
:s1;1138 Nozzle .-(19/32")"`;
• ; 59.2 t 63.0 66.5 69 8 73 2 •76.3 79.2 "82.0 84.5 . : . 86.8
::Spkr. Base Press. (psi)'
Diam. at 1.5' Ht
a �(ain at 6' Ht.
t 1140 Nozzle (5/8
Flow. (gpm) 's )'. • i ft 69:6' 4 73 8 77 67 81 2 84.6
Spkr.'Base Press (Psi) r 41 7 46 9 ' 52.0 57 2 62.3
`.2: Diam..at 1.5' Ht ' r' ;rye , s `1163: s 169 175 't 180 `' 185
Diam at 6' Ht. •: 170 176.. 181 185.. 169
DIAMETERS ARE SHOWN IN FEET. Figures,ref/ect aclual test data. Production models may show slight variation,
"Standard nozzla:..Maxlmum_strearp helght,Is,17, fl, above nozzle,using 1/2' (d32) nozzle at 60 psi. ;•
"Diameters shown are for standard straight bore nozzles and stream straightening vanes. Other nozzles and/or. vans,,
comb�{//nat ons are available . ro sult facto forspecl8c performance data: " hd'r •+' •'' `t'" N:
Yir tiX+ ' w.. �,',1, l . N - , .1�.� A .. Y
�!' 9-,{� �' i �fl w4 �}( u• i
'r :i 4• t, f�'S
• 25° angle for
maximum throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (pal)
35 40 45 50 55 60 65 70 75 83
19.8 21.2 22.4 23.6 24.7 25.9 27.1 28.2
35.2 40.2 45.2 50.2 55.2 60.3 65-3 70.3 •
132
140
136 140 144 147 150 153 156 •
145 150 154 158 161 164 167 • •
23.3 25.0 26.6 28.1 29.7 31.0 32.3 33.5 34.6 35.4
35.2 40.3 45.3 50.3 55.4 60.4 65.4 70.5 75.5 80.5
135 140 .j44 148 152 156 159 162 165 168
143 • 14a • ..::63 158 162 166 169 172 174 176
28.1 30.2 x' 32.0 33.7 35.3 36.7 38.3 39.6 40.7 41.7
35.3 40.4 45.4 50.5 55.5 60.5 65.6 70.6 75.7 80.7
139' 143 148 152 156 160 163 166 169 172
147 '' 152 157 161 165 169 173 176 178 181
' ' Diam. at 1.5' Ht. 142 147 152 156 160 164 168 171 174 176
Diam. at 6' Ht. 150 155 160 165 169 172 176 179 182 184
#30 Nozzle , (15/32")
• Flow (gpm) 37.2 39.6
Spkr. Base Press, (pSi) 35.6 40.6
Diam. at 1.5' Ht. 144 :: ' 149
am. at 6' Ht. "152 . ' `158
Flow (gpm) ', °42.3 <. 45.2 ' 47.8 50 4 62.7 55.0 57.0 58.9 60.8 62.8
';.Spkr. Base Press. {psi' 35.8 40.8 45.9 51.0 56.0 61.1 66.2 71.3 76.3 81.4
4,`D1am. at 1.5' Ht; :, �:r1 147 ;'153 : 158 163 • : 168 172 176 179 182 185
.
,t Olam.at 6' Ht. ` • •.• • 155 161 166 170 175 179 183 188 189 191
834 Nozzle - (17/32 )
FIow•(gpm) y 47,5 , 50.8 ' 53.8 56.6- - 59.1 '- 61.5 63.8 . 66.0 68.0 70.2 ' .f
'(='Srkr. Base Press. (psij- 35.8 :'41.0•46.1 ' 51.2 •56.3 61.4 66.5 • 71.6 76.7 y 81.8 • .
t zDiam: at 1.5' Ht 1'� ' <150 156. 162 167 171 ::.176 179 163 186 189
Diam: at 6' Ht. t f 18t3 163 168 173 178 182 185 189 192 r 195 i
42.1 44.5 46.5 48.3 50.2 52.0 53.6 55.1
45.7 50.8 55.8 60.9 66.0 71.0 76.1 81.1
155 .160 •;,:164 168 171 175' 178 181
163 ` . -•167," ,' `172 176 179 182 185 188
56.5 .-59.7` 630•`;..:65.7. 68.7 71.3' ,73.9 • 76.2.`:78.3
36.1 . f`'41.2 46.3 51.4 " 56.6 61.7 66.8 71.9 77.1 82.3
., 186::.:. 189 ; as 192
171. 176 181 185 . 189 192 195
170.,•; •'. 174 `:•:, .•178 :: 182
36.2 '41.4 46.5 51.7 :1- 56.9 °. 62.0 67.1 .'.=72.3 77.5 " 82.7
160•t 166 172 r' 177 182 186 190 193 ' 198 •
168 :'174 :4 179 1B3 = 187 191 , L194 . 197.N200
''. 88.3 ' • 01.4 - •' 84.2 96' 8 :
67.5 72.6 77.8 82.9
189 ' :-% 192 ' 196 ' ': `199 ' •
193 •-. 198 • 199 : ' 202'
t+� n L �,• r4 e at 4 $4 w ,x, �- r ;*s•
ue
Page - 14 Solid -Set Catalog

1 9 5 2 - 1 9 9 8
YEARS OF
EXCELLENCE
Cadman
POWER EQUIPMENT
r
THE
CADMAN
TRAVELLER
DIFFERENCE
SPECIFICATIONS
INSIDE STANDARD
MODEL AXLE DIAMETER LENGTHS
OF HOSE AVAILABLE
2250
2625
3000S
STANDARD FEATURES
• Honda 4 hp. OHV engine.
• Slewing ring turntable.
• P205/65R15 tires on 2250.
• 9.50L-15 tires on 2625.
• 9.50L-15 tires on 3000S.
• 4 gallon aluminum fuel tank.
• Automatic gun cart stop.
• Hose build-up safety switch.
• 3-wheeled gun cart.
• Nelson SR-100 gun on 2250.
• Nelson SR-100 gun on 2625.
• Nelson SR-150 gun on 3000S.
• Lift kit for gun cart.
2.25" 700'
2.625" 900'
3.04" 600'
• Single chain drive on drum using
heavy duty traction pins.
• 3" x 5" tube frame.
• Four (4) coats of paint.
• Best quality 2406 medium density hose.
• Flip down stabilizers on 2250.
• Gear driven telescopic stabilizers on 2625
and 3000S.
• Disc brake to prevent hose recoil.
• Mechanical speed compensation.
• 2.5" x 25' feeder hose on 2250.
• 4" x 25' feeder hose on 2625 and 3000S.
• Speedometer.