710007_Permit Renewal Application 2019_20190410

State of North Carolina WH
CiECIEI �iI ,
Department of Environmental Quality
Division of Water Resources APR 0 9 2019
Animal Waste Management Systems watgr©wlity
Request for Certification of Coverage R69i0W Qp9m t*813Ctlblt
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 71-0007 Certificate Of Coverage Number: AWS710007
2. Facility Name: Holland Farms
3. Landowner's Name(same as on the Waste Management Plan): Richard W Holland
4. Landowner's Mailing Address: 1500 Crooked Run Rd
City: Willard I a Z C.p j�C State: NC Zip: 28478-1500
Telephone Number: An(Em E-mail:
5. Facility's Physical Address: 1500 Crooked Run Rd
City: Willard State: NC Zip: 28478
6. County where Facility is located: Pender
7. Farm Manager's Name(if different from Landowner):
a. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murohv-Brown LLC
10. Operator Name(OIC): Floyd Matthew Cavenaugh Phone No.: 910-284-2391 OIC#: 990000
11. Lessee's Name(if there is not a Lessee,write"None"): F f Z y d yY1 G rx•• Gq✓-e ne vt J L
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,280
Operation Types:
Swine Cattle Dry Poultry Other Tyms
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 Poulin
Gilts Other Non Laying Pullet
Other Layers

pd.5rwlrr q
ROY COOPER
Govnrr,or 4
MICHAEL S.REGAN `- `�-
� �
Secrnrary
LINDA CULPEPPER NORTH CAROLINA
Dircoor Environmental Quality
February 27,2019
Richard W Holland
Holland Farms
1500 Crooked Run Rd
Willard,NC 28478-1500
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https7//dey nc 6ov/about/ ivisionc/water-resources/water-quality-resional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Dischar a General Permits you must submit an application for
permit coverage to the Division. Enclosed you will fin a "Request for Certificate of Coverage Facility Currently Covered by an
Erpirine State Non-Discharge General Permit." The application form must be completed. signed and returned by April_ 3. 2019.
Please note that you must include one ill cony 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.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files-AWS710007
Murphy-Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
`_..._�� 332 N,Sainsbury St.I Me(Mail Service Center I Raleigh,Notth Carolina 2769. -1c.36
`'� 919.7079000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 - C, 9 �U j/'7!r 129,373.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b,.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 143-215.613, 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�b7y atprincipa7l executive officer of the corporation):
Name: R t,k a,f J Q H o'I�4„w. d Title: La n j o v ur
Signature: �c�l..p..� I d'tl�'-"T Date: 3`Z6^ IS
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

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
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.
Rendering at a rendering plant licensed under G.S: 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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.
Q 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).
a Any method which; in the professional opiniorkof the State Veterinarian,would make possible
the.salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must.be attached).
QMass 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 Owner/Manager Date
Signatur of Technical Specialist Date

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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers
Gecommended best management practices
ood judgment.and common sense
Aninrnal body • Dirty manure-covered Dry floors
surfaces animals
Floor surfaces • Wet manure-covered floors Slotted floors
aterers located over slotted floors
Feeders at high end of solid floors
crape manure buildup from floors
Underfloor ventilation for drying-
Manure collection Urine Frequent manure removal by flush, pit recharge,
pits . Partial microbial or scrape
decomposition Underfloor ventilation
Ventilation exhaust • Volatile gases 'an maintenance
fans Dust Efficient air movement
Indoor surfaces Dust Washdown between groups of animals
Feed additives
�,�/Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon CIZVIush tank covers
liquid while tanks are filling Extend fill lines to near bottom of tanks with
ntn-siphon vents
Flush alleys • Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance
AMOC -November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ZOBox covers
collection or junction conveyance
boxes
End of drai ipipes • Agitation during wastewater 11
Extend discharge point of pipes underneath
at lagoon conveyance ! lagoon liquid level
Lagoon surfaces • Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing Correct lagoon startup procedures
• Agitation ( inimum surface area-to-volume ratio
inimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles . wind drift XMinirnum recommended operating pressure
J Pump intake near lagoon liquid surface
�7 Pump from second-stage lagoon
Storage tank or • Partial microbial O Bottom or midlevel loading
basin surface decomposition O Tank covers
• Mixing while filling O Basin surface mats of solids
• Agitation when emptying O Proven biological additives or oxidants
AMOC -November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize.Odor Site Specific Practices
Settling basin surface Partial microbial Extend drainpipe outlets underneath liquid level
decomposition Q/Remove settled solids regularly
Mixing while filling /
• Agitation when emptying
Manure, slurry, or Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader Volatile gas emissions 0 Wash residual manure from spreader after use
outlets O Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying O Soil incorporation within 48 hours
held surfaces O Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition Complete covering of carcasses in burial pits
pits .0' Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access Pawn access road maintenance
public roads from roads
farm access
AMOC -November 11, 1996, page 3

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices,
Feed storage Accumulations of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal Eliminate low areas that trap moisture along fences
wastes and feed wastage /,pd other locations where waste accumulates and
disturbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal Remove spillage on a routine basis (e.g.,
systems wastes 7-to 10-day interval during summer; 15-to 30-day
terval during winter)where manure is loaded for
land application or disposal
P ovide for adequate drainage around manure
tockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University, Raleigh,NC 27695-7613.
AMIC -November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site S ecific Practices
Liquid Systems
Flush gutters Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge —
Lagoons and pits • Crusted solids O 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 to 8 inches
over more than 30 percent of surface
Excessive vegetative . Decaying vegetation O Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dg S stems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs)to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7-to 10-
day interval during summer; 15-to 30-day interval
during winter)
AA11C -November 11, 1996,page 1

EMERGENCY ACTION PLAN
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
Emergency Action-Plan is as follows:
1. Stop the release of wastes. Depending on the situation, this may not be possible.
Suggested responses to problems are listed below:
a. Lagoon overflow-possible solutions are:
> Add soil to berm to increase elevation of dam
> Pump wastes to fields at an acceptable rate
> Stop all additional flow to the lagoon(waterers)
> Calla pumping contractor
> Make sure no surface water is entering the lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field- actions include:
> Immediately stop waste application
> Create a temporary diversion or berm to contain the waste on the field
> Incorporate waste to reduce further runoff
c. Leakage from the waste distribution system:
> Pipes and sprinklers-actions include:
-stop recycle (flushing system)pump `.
-stop irrigation pump
-close valves to eliminate further discharge
-separate pipes to create an air gap and stop flow _
> Flush system,houses, solids separators-actions include:
-stop recycle (flushing system) pump
-stop irrigation pump
-make sure no siphon effect has been created
-separate pipes to create an air gap and stop flow

Emergency Action Plan
Page -2-
d. Leakage from base or sidewall of lagoon. Often these are seepage as opposed
to flowing leaks-possible action*:
> Dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon.
> If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil
> Other holes may be likewise temporarily plugged with clay soil
1
*Lagoon problems require the consultation of an individual experienced in the
design and installation of lagoons for permanent repair measures.
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?
3. Contact appropriate agencies. The numbers are listed below:
a. During normal business hours, call your DWQ (formerly DEM) regional office
(910) 395 -3900, Emergency number: [phone]. 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, and the location
or direction of movement of the spill, weather and wind conditions, what
corrective measures have been under taken, and the seriousness of the
situation.
b. If spill leaves property or enters surface waters, call local EMS [phone]
or 911.
c. Instruct EMS to contact local Health Department(910) 259-1233. `
d. Contact CES [phone], and local SWCD and NRCS office (9-1-0).259- 9 �o
for advice/technical assistance.
e. Contact your swine company
4. Implement procedures as advised by DEM 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.

5 c Swpu(Zx-
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_ r
CARROtL'S FOODS, INC.
P.O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER
FARM DESCRIP IZON � --
� 80 S
LOCATION �F N 'j" L E!4 .0
' s
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
CONTACT ULOCO TO ASSURE THAT
COMPANY FARM '' UNDERGROUND UTILITIES ARE NOT
• DESTROYED 1-800-632-4949
CONTRACT GROWER
SCS DOES NOT CERTIFY THAT ,� ; ; ..}. r, �",-'� ± ``
J �— ?
EXCAVATION AND FILL
VOLUMES ARE CORRECT rq i _ -

LAGOON DESIGN CHECK LIST
Copy of 026 and supporting maps included if clearing involved.
(including access :roads,�and waste application system sites)
.� 2 . Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre. feet storage to top ofL dike.
Storage Volumes
V� a. designed volume exceeds needs
all temporary storage is designed above the seasonable high
water table.
minimum of 6 feet treatment volume depth available
t/ no sludge storage statement included if landowner so requests
4./ Operation & Maintenance Plan (sheet included)
✓a. begin and end pump-out elevations shown
5. Location Sketch (included)
a distance and direction to nearest residence shown
fib. road numbers shown
c. north arrow shown
Hazard Classification Sheet (NC-ENG-34 included)
a. distancpito nearest stream in event of dike failure shown
b. distance to nearest public road in event of failure shown
cj/" topo map of area to support a & b above included
( 7. Waste Utilization Plan (included)
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc. ) crops shown
/ signatures of producer & person preparing plan
(w �.' pumping agreement signed by adjoining landowner showing tract
-/ numbers, field numbers, acres,- etc. if needed
,Se.D�, legible ASCS maps of effluent disposal. fields included
;e legible soil survey sheets showing all. effluent disposal
fields included
tf: suitability of soils for crops planned assured
g. attachment "B" on sampling procedure included
Soil Investigation Sheet (SCS-ENG-538 included)
�a minimum .of three borings on Class IV & V - lagoons _..
Cam , borings 2.0' below designed bottom of lagoon
A� c. location & elevation of borings in relation to grid survey
seasonal high.water .table at highest elevation
�/1� : borrow area location shown

� 9z' Seeding specifications included (lagoon dike and other exposed
areas around buildings)
'14 Construction specifications (sheet included)
•� ,/ need for cut-off trench addressed
need for sealing or lining with impervious material addressed
and anticipated locations of such areas identified
c. protection of liner during initial filling and near flush
pipes addressed
11�Griid sheet (original or ledgable copy)
!�. gridded area large enough to include embankment slopes and
urface water diversions
L.,113 location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
surface water removal (pipes, outlets, etc) shown
soil borings location shown
,,P� TBM location & elevation shown
existing utilities located (if applicable)
i
Typical cross-section included
a/ dike elevation & top width shown
v,s lagoon bottom elevation shown
L/ side slopes shown
��' effluent outlet pipe invert elevation shown
"
Zlbuilding pads - elevation & grade shown
✓ cut-off trench shown - �if- required
✓�. liner shown - if required
13 . Volume Computations • �� •� / off'' c��'G
v erg d
a. excavation p //
b. dike fillSCS-
c. pad fill
14. Summary Sheet
a. design requirements
b. excavation volume
C. fill volumes
d. cut-fill ratio
e. job class
�. Location of subsurface drainage (if present)
Y6. Presence of utilities addressed
`17. Observation of cultural resources statement included
3. Operation is outside of jurisdictional limits of. municipalities
II

NC-ENG-24
U. S. DEPARTMENT OF AGRI( ,TURE REV. 8/91
SO— CONSERVATION SERVICE
REQUIEST FOR TECHNICAL ASSISTANCE
n District Cooperator:Yes_V No
Landuser's Naae• /<� ��
D
Field Office: Location Code:
Practice For Which Assistance is Requested:
1 Code
Name• G-- /
V,, ACP LTA LTC.RC&D Other__,
Fund Allocation: CO-01��
Type Assistance Requested: (Survey, esi n, A oxa1, Etc)
Estimated Job Class: I II III IV VC>ther
Highest Approval Level For This Practice By Requesting Office: I & E: 1 v
Design: I V Construction: Y
Date(s) Assistance is Neede
Reason(s) For Requesting Assistance: 4:��=
Narrative of Site Conditions or Special Circumstances:
Date: /
Requested By:
Distri C rvationist JUN 3 p 1994
4Approved
— Date:,.By:
Area Conservationist
Priority: H M L (Assigned by Area Conservationist)
�iEC�G io-� "' WH
APR Q 9 ?019
Watr Quality
Regiw►.00eraaM SOCUM

I',
_ UU4:
Is,
SOIL
UNITED STATES CONSERVATION
DEPARTMENT OF SERVICE
AGRICULTURE -----------------------------------
�
-------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
--- LOCATION-P�"4jDE _-----
NAME-�-CL�A2� -
_ ---- aEF
TELEPHONE-(-cU'n-1'�'&�- SIZE OPERATION_ --------
------------ ,
[F
7
S
LOCATION DATA
EAR
DISTANCE FROM NEST RESIDENCE NOT OWNED $Y
PRODUCER 1 FT. PLAIN? YES----- NO-�-.
IS SITE WITHIN 100-YEA� Dassistance.
If yes, SCS cannot povide
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" ``
NO----
YES--"--
PERENNIAL STREAM?
If no, site must be relocated.
S SITE WITHIN/'1 MILE ZONING:JURISDICTIOI3 `
I 7
YES----- NO-J-
OF A MUNICIPALITY.
landowner should consult with local zoning board
If yes, ermits. permits must be obtained prior
about required p
to design approval.
Are utilities in construction area?
YES----- NO-�-
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

• j
—--—- -- -��
WETLANDS NG Eti�00DLAND OR ANY `
WILL SITE INVOLVE CLEARING YES-�-- NO----
NON-CROPLAND?
If yes, producer must complete a Form AYES---- -
WILL ACTION RESULT IN SWAM
TISPBUST THE
OF THE
IF WETLANDS ARE INVOLVEDUSIARMY CORPROFPENGINEERSYAND THE
PRODUCER TO CONTACT THEETEINE IF
DIVISION OF ENVIRONMENTAREQMARED.NAGE NO WETDLANDSM SHOULD MBSCS,
ADDITIONAL PERMITS ARE
ALTERED UNTIL PRODUCERERSC AND E O
NC DIVISIONS WRITTEN POFENVIRoNMENTRL
US ARMY CORP OF ENGINE
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
1
OTHER ENVIRONMENTAL FACTORS '.
ECIES HABITAT
IS ENDANGERED AND/OR THREATENED SPYES-- - NO-y-
PRESENT? EDIN
IS A DESIGNATED NATURALNNED C ACTIONS NIMPACT ON ANE
PLANNING AREA OR WILL P yE�- NO
ADJACENT NATURAL SCENIC AREA? NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA?
UNIQUE. STATE OR LOCALLY No----
IMPORTANT
ARE THERE PRIME, NO_I I
FARMLANDS IN THE OPERATING UNIT? ,� YES____ No
-
WILL THE ACTION RESULT IN
SODBUSTING.
oris, refer to form NC-CPA-16
If yes to any ofi' these q aauest`,,
for policy sources. The formliddes not need to be
completed.
ODOR CONTROL
L BEEN DISCUSSED WITH PRODUCER - • -NO_---
HAS ODOR CONTRO_ . .PREDOMINANT WIND DIRECTION? YES-- -
. . POSSIBLE. EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO YES-
-\/-- NO_---
3 CU. FT. /LB. OF ANIMAL?
. . . . . . . .PRECRATOIAT AGOONIITOF YES- - NO----
FTHEH
WAT
AST
CAPACITY?
OOD SOUND JUDGMENT IN
- .USING G 1_ NO----
LAND APPLICATION OF WASTE YES-
-
Page 2

3
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY YES---- NO-- {
APPLY WASTE? 1
IF NO, DOES PRODUCER HAVE ACCESS TO YES---- NO----
MORE LAND?
IF LAND IS NOT OWNED BY PRODUCER,CAN PRODUCER GET AGREEMENT ON LAND YES----
NO----
ON WHICH TO APPLY. WASTE? t0 site evaluation.)
(Attach Waste Utilization Plan
SOIL INVESTIGATION
-- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED YES-- /__ No------
ISSOIL SUITABLE FOR LAGOON? YES__-u__ NO-_-_-_-_-_
IS A CLAY LINER REQUIRED? YES-_ . NO
IF YES, IS CLAY AVAILABLE ONSITE• QUESTIONABLE--------
YES------ NO------
IS A CORE TRENCH REQUIRED?
Attach sail investigation sheet to site evaluation. )
. i
YES----- NO------
CONDITIONAL--------
SITE APPROVED
-------------
COMMENTS-------
i ___--_ -------------------
--------------j ------------T- -------
-------------------
NG RS
THIS
SITE INVESTIGATION IS VALID I E DESIGN AND
N REASONABLE TIME
CONSTRUCTION OF LAGOON CONTINUE
PE
RIOD.. UNDUE DELAYS OR HESITANCY IN CON
ATEDRUCTION MAY
THAT SITE EVALUATION b-Zg,'g�-
C. C% L�-------- DATE------
SIGNATURE-K-"-------- 6 -cj
T
Page 3

" SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'_S NAME R V'4-4 4 ' �1 f .L_,a At D DISTRICT .41 r
DATE ` z -9L-' COUNTY arm
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES �._oo,,,
WOODLAND ACRES TOTAL ACRES P&ND $S WORK UNIT CONSERVATIOivIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz scale 11e= feet)
Locab reference point in center line of dam and identify on sketch.
LL
42
� I
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borings first-then ponded area and borrow pit borings-separate with vertical red line.
(Continued on back where necessary) Show water table elevations on dam-site borings.
SCALE .
1 2 3 4 5 .6 7 1 8 1 9 11011111112 1 13 14 15 16 17 18 19 20 21 22 23
C
- L Cr' Cyr'[ ..J;_ U• 3c
~I c C_ -5` 11
-
t C.
BORINGS MADE BY SIGNATURE & TITLE r - -i�-�.�•�e.- �fi

TYPES :' MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty.gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix "' sl-sandy loam
SW-Well graded sands; sand-grtivel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey 'sands; sand-clay mixtures -si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sit=silt loam
CL-Clays of low to medium.plasticity cl-clay loam
'CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts"-- scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay.
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embnnlrment is available QYee 0 No a.dlcale where i ated an th.sketch on
rover side).
REMARKS;J si/f q+P Su.�s.d�a`� /� 3r 0 sc t.�s+u 6 r- Jp .. /.O 4s� ;7A, a/
rp �4a' /'gP/1s'6111c' A�4d� �Jc1� a� �i�fc.faP�o.-rz c✓.kr C'o..�f.><i�.vr••,do.-
2. Explain hazards requiring special attention in design (Seepage, spring,.ro A etc)
GENERAL REMARKS:
24 261126127128 29. 30 31 32 33 jj 34 35 36 1371138 1391140 41142 43 1144 1 45 146114711411 49 j 50 51

r e U.S. DEPARTMENT OF AGRICULTURE
SCS-ENG-539 SOIL CONSERVATION SERVICE
Rev. S-n
60 r1
—" SOIL'INVESTIGATION. TO DETERMINE SUITABILITY OF PROPOSED SITE
FARMER'S NAME Y-15-� 41-51 o li a e.d DISTRICT
DATE M S COUNTY
S.C.S. PHOTO SIIEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES lt.t
WOODLAND ACRES TOTAL ACRES LASS WORK UNIT CONSERVATIU.:IST
SKETCH OF PROPOSED POND SHOWING WHERE BO NGS WERE MADE (APProz kale 1"= feet)
Locati reference mint in center line of dam and Identify on sketch.
s 2 L n G tee �n� �•
Sh ro.f Aez
i I
SHOW BORING NU ANDPROFILE
DEPTH Make nd list dam-site and k v bortnps first-then anew and borrow pit borfnps•jeavn:M with ueritcol red line.
/C tfnued on back inhere necassary) Shorn realer table a/motions on dam-site bortnps. F'd�
SCALE 1 2 1 3 11 4 5 6 7 1 8 9 10 11 12 13 14 15 16 1.17 118 19 1201121 122 1231
0- 1 SA 1 11 Sm A► M Sr
-I-?- S I -SRI sc Ir. �M IS�
Z-3 SC: L Cr SC
3-q SG S11 Y
11 1 S
-(a SG S�G SG
cr. 5�
SG SG
ci-toCc" VS [Lci�#RrdvtSG
BORINGS MADE BY + �oe- SIGNATURE & TITLE � ., � � •y' �'

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel. sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands I-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v,fine sands;sandy or clayey silt sil-silt.loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embank—ent is available ©Yee a No (Indicate where located on tht sketch on
nrrreree side)
REMARKS: 'DeStg" S1tisu(� rc�(u {- 05DA , SC$ !1'Uic1�,llnC�$ -tor Itn[r
-ll�tc,khcsS ' a6wc, SP rrLL . CrtcLj
2. Explain hazards requiring special attention in design (Seevage. svrino..,oct etc!
�orc kvchcl r��irr� dower {o SC, vxa es•id� -o prcvth4- Secp4jc- 4-krbo�L_
clik-G c L4- Srtk s.
GENERAL REMARKS:
Ito c u11 oral �cso�rccs obs�,r�*d- t
SpeGtal Q64-� T
: k' Soil (hYtSttg0.r�ov�) was Cor�t1
1� �vrf GL Z'440
rFttvql � 4 Ftntsi- JTcwS{t�� "W l-I. Q1�Ci1�Una�t 4'olt�th45 F;r
. t-Ut-urG •f.l�peth.5lort, l.at3oon p.CSlgh VDIUwI.�GS SKsdl� Jyk.�'
24 2b 26 27 28 29 301131 1132 33 1134 35 36 37 38 1391140 41 42 43 44 45 4611 4711 48 49 50 61
+4 ��
LL
L 9 11 1 11 117HH+

OF-PARTM
T OF AGRICULTURE
' U.S. SOIL CON ERVATION SERVICE
r
SGS-ENG-538
per. y70
SOIL INVESTIGATION. TO DETER ROPOSED POND SITE
MINE SUITABILITY 0
��b,a 11 D L i4r. DISTRICT
FARMER'S NAME COUNTY
DATE - IN1a to , WORK UNIT
S. C.S. PHOTO S1iEET NO.
WATERSHED AREA MEASUREMEN IS
ES PASTURE ACRES IT CONSERVATIO:4IST
CROPLAND ACRES ACRES POND CLASS WORK UN
WOODLAND ACRES TOTAL -- =a's 1i'= feet)
SE CH NDWI
K OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE iAPP
S ret W point n center lion o/dam and ldnnN/V onsketch'
t
f 4 }
I �
yl
c �
i BORING NUMBEIA AND PROFILE i 1ed ane.
SHOW /I od "Re,and borro�e pN boo 01•sevorah�otM oerNaa
DEPTH iMak d fist darn site and svlfludry bortn s tter mbte�l Noes an dam-site bortnYs•
tCantt+rued on bout u�Aere n""f°� 13 14 15 16. 17 18 19 20 21 22 23
SCALE i 2 3 4 1 5 6 7 8 9 30 11 ZZ
I
o r sM l S
1-Z YA
y-5 r.c� Sr
ry
(.4
It- I 'SQ 't f SIGNATURE &TITLE
BORINGS MADE BY

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below). '
UNIFIED.CLASSIFICATION USDA CLASSIFICATION
GW-WeII graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v,fine sands;sandy or clavey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
NH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
I. Suitable material for embaalcment i9 available side) Q`Yee No rmciicate when/ocat.a on A%sketch an
r�urae
REMARKS:
/l�s�s/L�a, sl,e�l�1! rc. lrc.t� 4/2641inr�
T/nic-�cneSS G�/Dd✓t: ,.5� /Ma.7�t�re�� � .L•c, �� 1`�ta� a'r�� = '
/•6 r SG /�[LrtP"r i 46ovG rL S/" e-lrr/k
:. Z Explain hazards requiring special attention in design rSeemoe• rn+inp,.,ak etc.)
Lore- llrGs e- r-f[/u/l(fd p'OrJrt f9 SG r1l)9L
t` fr' rnl j�
(� �.Vfo1T {.� Qt rG ��rouq4 drAe GVYi^eCq� �(rdUrCl
G(f�/�1�Icr9✓• 1 ✓ ✓ J
GENERAL REMARKS:
1
C u Jrc�f CC SO J rcej 0 6 S,(•v c c(
2b 26 27 28 29 30 31 32 33 36 37 38 39' 40 41 42 43 44 45 46 47 48 49 50 61
! I
II
I 'I
I r �
I
I I I

i
+ U.S. DEPARTMENT OF AGRICULTURE
SCS-ENG-S38 SOIL CONSERVATION SERVICE
Rev. 5-70
SOIL INVESTIGATIOkTO DETERMIN�ESU TABILITY OF PROPOSED POND SITE
FARMER'S NAME ISTRICT
DATE ` r' COUNTY
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI(i:vIST
ros.scale 1"=-feetl
SKETCH OF PROPOSED POND S r OWINGieg cc WHERE BORInt m center line dam W EREnr<�v MAD
(APDtt
I
1 i
1
� I
1
BORING NUMBER AND PROFILE
SHOW
list dam-site and saltluraY 6aetn0+/lrst•then ponded arse and borrow aft 6oefre0+•+eaana+t with Ica!red nt'
Make and
DEPTH /Continued an back where necessary) Show water table dtaalions on dam-site
bortnps.
SCALE 1 2 3 1 4 1 5 6 7 8 9 10 11 12 13 14 15 16 .17 18 19 20 21 22 23
I
1
" 7
Sc
BORINGS MADE BY A �� SIGNATURE & TITLE
`I P t

- TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED.CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels: gravel-sand-silt mix vfs-very fine sand
GC-CIayey gravels; graveI-sand-clay mix sl-sandy loam
SW-Well graded sands: sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v,fine,sands;sandy or clavey silt si 1-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays. medium to high plasticity c-clay
1. Suitable material for embankment is available [3Yes [:]NO findicate where lowtea on the sketch on
nfurae srdel
REMARKS:
ti 2. Explain hazards requiring special attention in design (seem,,, turf
no,.rock etcl
GENERAL REMARKS:
24 26 26 27 28 29 1 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 61
f
i

.� � s^w"=lti •.��"� _ _ .7 �'. 4 L^ r r.' �
ti t t
+��:] 1� 1 �..� a� T�• Nara t � •�`'hY'�#q
Y c
c � _�,� _ "� ,+.. :_ •'.{,h. � � - :�; p�a�'�-ram -
'r'.'�.°rS�c x_
� _•� telrlw-Acl
rw--.may' _"°'� h�� ��-_ ":_�:•}� •�-• � - X —
71
M — —
ML
.:• "�;.11"� _ r - •yam •..�ijc. 4c -._.7,.`'�:...
,ram ,�•
INN
X21-
� � � _ :ice.. "" v \v` �•�V-y -•��
" �.- __ r•
v

F5�A) 3 y I S-o v R c/
U 1 a�-a A) c ���

IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS CTCFA L S MkAdE 00L) 3� q43 cubic yards
r
EXCAVATION .219, ! cubic yards
FILL (pad & dike) 2,S,a f cubic yards
TOP SOIL (minimum 3" thick) 590 cubic yards
CLAY LINER (represents a complete liner if required) 7 -� Z 3 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required(see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding mulching).

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGMENT PLAN.
This design has been prepared in accordance with USDA Soil Conservation standards and
properly installed will allow certification and stocking of animals. The following items
should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. &y changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It
does NOT account for cut/fill for liners, roads, borrow areas, drainage or other
related construction activities unless-specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT' MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY
DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE
BY CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

V
1
CARROLL'S FOODS, INC.
a/i P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and_a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

1
/�.. CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and_a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

TABLE OF CONTENTS
VicinityMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
ASCSField Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
SoilsMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Soil Investigation Worksheet 4
Waste Treatment Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
WasteUtilization Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Operation and Maintenance Plan . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 7
Construction Specifications for Lagoon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Seeding Plan (Farm Site) . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 9
Computer Drawing of Existing Ground . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
ExistingElevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 11
Lagoon Cross Section Diagram . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . 12
Computer Drawing of Proposed Lagoon & Building Pad . . . . . . . . . . . . .. . . . . . . . . . . . 13
Site Balance Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Computer Drawing -All Data -Proposed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Computer Drawing - Contour Lines . . . . . . . • • . • . • . 16
Computer Drawing -Sloping Lines . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Computer Drawing -Blow-up of Lagoon Corner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Building Pad Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Computer Cross Section -Existing_ -Proposed -Balanced . . . . . . . . . . . . . . . . . . . . . . . . . 20
Facility Overlaid on Existing Topo Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

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,Operator:RICHARD HOLLAND County: PENDER Date: 06/21/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
5280 head (finishing only) x 135 lbs. = 712800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 712800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 712800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 712800 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION A7— -'E'KaabCD AV-
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 370. 0
Inside top width (feet) ---------------------- 350. 0
Top of dike elevation feet -------- 53 . 5
Bottom of lagoon elevation (feet) ------------ 42 . 5
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 364 . 0 344 . 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
364 . 0 344 . 0 125216 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
304 . 0 284 . 0 86336 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
334 . 0 314 . 0 419504 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMII * DEPTH/6
125216 . 0 419504 . 0 86336 . 0 1.7
Total Designed Volume Available = 1051760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
370. 0 350. 0 129500. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 129500. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 712800 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 1302048 gals. or 174070. 6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 75541. 7 cubic feet
APR ®wawQuafity
9 2�
,W10aas (on

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 80937. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 174071 cubic feet
5B. 0 cubic feet
5C. 75542 cubic feet
5D. 80938 cubic feet
TOTAL 330550 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length===========================> 370 . 0 feet
Inside top width============================> 350. 0 feet
Top of dike elevation=======================> 53 . 5 feet
Bottom of lagoon elevation==================> 42 . 5 feet
Total required volume=======================> 1043350 cu. ft. * L/
Actual design volume========================> 1051760 cu. ft. * �-
Seasonal high watertable elevation (SHWT) ===> 49 . 0 feet
Stop pumping elev.__________________________> 49 . 7 feet * �/
Must be > or = to the SHWT elev.=========_> 49 . 0 feet
Must be > or = to min. req. treatment el.=> 48 . 5 feet
Required minimum treatment volume===========> 712800 cu. ft.
Volume at stop pumping elevation============> 715273 cu. ft.
Start pumping elev._________________________> 51. 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 970823 cu. ft.
Volume at start pumping elevation===========> 965145 cu. ft.
Required volume to be pumped================> 249612 cu. ft. * �.
Actual volume planned to be pumped==========> r 249873 cu. ft.
Min. thickness of soil liner when required==> 1. 6 feet
7 . DESIGNED BY: APPROVED BY: ,
DATE: �p/Z//��L DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: `�.�6�y� is q� �.,pyed ��c��eG T� Gaw.•w.,�.�. e-
T��KfK� /eke-r 4& S;r 4, et, 7z/�11,f�•
SCS DOES NOT CERTIFY THAT
EXCAV ATION AND FILL
VOLUMES ARE CORRECT

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U. S.. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1 210
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FORS L.AGoo�.15
Landowner tZ ICHAR I P b _i_AK t� County P!—K i I =is
'Community or Group- No. Conservation Plan No.
Estimated Depth of Water to Top of Dam II•o Ft. Length of Flood. Pool Ft.
Date of Field Hazard Investigation 6- z S -9 9
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. .El.ev. Est. E:evation
Kind of :Improvements.: of Breach
Reach: Length: Width: Slope: Land Use ; Improveme t.s Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach_tJoNE _ Lo r-AT= 100 ` Fr2oM TR I R!I _rA-"1
nFF o!= c��n D �vIJ mil=fiC zoom` Feo Jhic_T
Hazard Classification of Dafn (a b, c) (see NEM-Part 520.21) a
L-RGoot]
Mmi:Cl;lassification (I, II, III , IV,(V
y Ii- An ®re�h f),- Date -7
name `- r - title
Concurred By Date
name title)
NOTE: 1. Instructions on reverse side.
2, Attach additional sheets as needed.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a :permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 : Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51. 8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 49. 7 . This temporary
storage, less 25 yr- 24 hr storm, contains 249612 cubic feet or
1867100 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0 . 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations. shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 6 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN TUE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area . The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight 'of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator (rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite---sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials..
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if.the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA/ BAHIA GRASS AT 60 LBS. /ACRE
.(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT ,10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
6. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientation: -46.0 Z Ma gnificstion: 40.6 Inclinmtion: 20.0
'S2. 00
51.00:
50.aS
49.0$= f
46.08
47.00
d5.00 .
Lower Left 30 Mesh Surface
30 Mesh Surface
Existing
Project: RICKY HOLLAND
Drawing: 6 880'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

0 4 .70
•Be 50. 8.60
-- �9: 48. :48.00
o N!,so.so Wspe.Sv 49.6
s. R
d �
-0
49.6
to
Be.
O � i4 50.4
Day 1i ht , inter
Plot Plot of all data for the surface:
Existing
Project: RICKY HOLLAND
Drawing: 6 860'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Orientation: -45.0 Z Magnification: 18.2 Inclination: 20.0
64. 00 111��1111,�11 ll .
111��1�111�� � ���1�1; l�lllllll
62. 0 0 "
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46. 00
1 II
l 1
1�1
42.00 ;.., .
Lower Left 30 Mesh Surface
30 Mesh Surface
Balanced
Project: RICKY HOLLAND
Drawing: 6 880'S REV
Number:
Location:
Bid Data:
Engineer:
Owner: +
Estimator:
Prepared bg: using Sitework

Fill shrink/swell percent: 30. 00 Cut shrink/swell percent: 0. 00
Iterating to balancing within 10. 0 cubic yards. . .
delta C t Fill CUT - FILL
0. 00 29521.41 29521. 32 0. 09
0. 00 30136. 27 28301. 23 1835. 04
-0 . 00 30136. 31 28301. 17 1835. 14
0. 15 29480.99 29602 .21 -121.22
0 . 14 L29521. 45 29521.28 0. 17
Raise "Proposed" by 0. 14 feet.
New surface called "Balanced" has been created.
Project: RICKY HOLLAND
Drawing: 6 8801S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

-3.44
'IV soil wo .474
48.14
.......................................................................................
is
-42.;.5e...................................... ........................ 42
Lp� �
4.2- E5 it)
............. ....... ....................................... 42 rp
---------------------- ..........
...Be.........................
PICKY HOLLAND: 6 860-S REV: Balanced 20 JUN 94 5:00 PM

5.4•r 5 0....................................................................................................
a „
0
i'
.................................................................... 42}1'
...............:
:...............................................................................................
Dawl-i-El P.rimeter
...............................
Plot of the contour data for the surface:
Balanced
Project: RICKY HOLLAND
Drawing: 6 SBO'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

tog,t4
3.44
�4
0 EL4. %r ex .474
:48.14
64.60 61.60
42.50 Z426
42.60 N42.5jIE 33.50 5 50
Plot of the sloping lines for the surface:
Balanced
Project: RICKY HOLLAND
Drawing: 6 880'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

0,3, 10 F .s�
Ci
� o
�V \
Plot of the sloping lines for the surface:
Balanced
Project: RICKY HOLLAND
Drawing: 6 860'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

�4 1;3.44
7' &MM4
00 474 Kc,
• 0.
48.14
�Z4 'IS'0........... . .......................................................................... -,.S so
.... .....
-42v-Sa........................................
......................... ......... 42 i3e
.........................................................................
...............
so...................................................... .................. . 42 i,5 11
Be
......................Da
Plot of all data for the surface:
Balanced
Project: RICKY HOLLAND
Drawing: 6 860'S REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
L- I

53.44.
M-134
Z� 474
48.14
......................................................................................... .
-4-2-w-se..................................................................Z421
.......... .................. 42��SO
...................... .........................................................
.........................................Dawligh Ttj!Wgt-r
RICKY HOLLANO: 6 680'S REV: Balanced 20 JUN 94 4:69 PM

----
Proposed
64.00 ....................................................-.............. ...... ...................................................................... ................ ...................................................................................... .............................. ........... ..
Existing
62.00 ............ ..................................................................................................................................... .................................................................................................. .................................................
............ ..... .... .. . .......... . ....... .................................... ......................... ........ .......................................................... .......... ........................................
48.00 ........................ ................................. ......................................................................................................................................................................................................... ............ .........................................
46. 0 0 ...... ................... ........ ..... ................. ....... .............................................-......... ......-......................... ....... .........................................
44. 00 ... . . ... ...................... . ................................................................................................................. .......................... .......................-..................... .................................................
42. 00
(408.46,200.63) <394.76> (407.14,696.28)
RICKY HOLLANO: 6 680'S REV 20 JUN 94 4:59 PM

56. 00
Proposed
64.0 0 ...............................................................................................................................................................................................................................................................................................................................................
Existing
-----------------------------
I I
I I
I I
52. 00 ...................................................................................................................................................f.................... . '
I
I
_ I
_ 1
` - - - - - - - - - - - - I
50. 00 ...............................................................--...........................I.....................- -
46. 00 .......................................................................................................................................................
. .....................................................................................................................................................................................
46. 00 ................................................................................................................................................... ........
44. 00 .....................................................................................................................................................................................
42. 00
(359.34,694.69) <251.99> (358.06,846.67)
RICKY HOLLAND: 6 660'S REV 20 JUN 94 5: 00 PM

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SCS-CPA-026 1.Narne and Addrea of Peron 2.Date of Request
vice (5-89)
, GHLY ERODIBLE LAND ANU WETLAND / "� 3 17`3 3.Cc my
CONSERVATION DETERMINATION � 7
..Name of USDA Agency or Peron Requesting Determination 5. Karm No.and Tract No.
_ <
SECTION I - HIGHLY ERODIBLE LAND
S. Is soil survey now available for making a highly erodible land determination? Yes No Field NcAs) Total Acres
7.Are there highly erodible soil map units on this farm?
8. List highly arodible fields that,according to ASCS records,were used to produce
an agricultural commodity in any crap year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of
agricultural commodities and,according to ASCS records,were not used for this
purpose in any crop year during 1981-1985;and were not anrollrrl in a USDA
set-aside or diversion program.
10.This Highly Erodible Land determination was completed In the:Office Fleid
Ezi
NOTE: If you have highly erodible cropland fields,you may need to have a conservation plan developed for these fields. For further information,contact the
local office of the Soil Conservation Service.
SECTION II -WETLAND
11.Are there hydric soils on this farm? Yes : No Field No.(s) Total Wetland Acres
List field number and acres,where appropriate,for the following ;
12.Wetlands(W),indudinq abandoned wetlands,or Farmed Wetlands(FW). (AN
Wetlands may be farmed under natural conditions. Farmed Wetlands may
be farmed and maintained in the some manner as they were prior to
December 23,1985,as long as they are not abandoned. 4rr
13.Prior Converted Wetlands(PC)-The use,management,drainage,and alteration
of prior converted wetlands(PC) are not subject to FSA unless the area reverts
to wetland as a result of abandonment. You should inform SCS of any area to
be used to produce an agricultural commodity that has not been cropped, /
managed,or maintained for'5 years or more. 1 5
14.Artificial Wetlands(AW)-Artificial Wetlands includes irrigation induced wetlands.
These Wetlands are not subject to FSA.
15.Minimal Effect Wetlands(MW) -These wetlands are to be farmed according to the
minimal affect agreement signed at the time the minimal effect determination
was made,
16.Converted Wetlands(CW) -In any year that an agricultural commodity is planted
on these Converted Wetlands,you will be ineligible for USDA benefits. If you
believe that the conversion was commenced before December 23; 1985,or that
the conversion was caused by a third party,contact the ASCS office to request a
commenced or third party determination.
17.The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
18.The planned alteration measures on wetlands in fields are not considered to be maintenance and if installed
will cause the area to become a Converted Wetland (CWI. See item 16 for inform ion on CW.
19.This wetland determination was completed in the: Office Field
-'20.This determination was: Delivered I Mailed To the Person on Data: r
NOTE: If you do not agree with this determination,you may request a reconsideration from the person that signed this form in Block 22 below. The
reconsideration is a prerequisite for any further appeal. The request for the reconsideration must be in writing and must state your reasons for the request.
The request must be mailed or delivered within 15 days after this determination is mailed to or otherwise made available to you. Please see reverse side of
the producer's copy of this form for more information on appeals procedure.
NOTE: If you intend to convert additional land to cropland or altar any wetlands,you must initiate another Form AD•1026 at the local office of ASCS.
Abandonment is where land has not been cropped,managed,or maintained for 5 years or more. You should inform SCS if you plan to produce an
agricultural commodity on abandoned wetlands.
211Rremerks T 'e Q.A GQ �jU 1 GP^P �' ]/ �• / ///
d°�' ��C,
�O�v /U(1N/_` r4 f�a.�/�• 7`�e ^ea �a�i t�i �/U x' r
22.Signatur f SCS.E>jsTyiFt Cons r nist 23. Dat (�
Assists programs the Soil onservation Service available without regard to race,religion,color,sex,age,handicap,etc.
E,' 7,- 7� rk -- SCS Copy o'1Z OuU" —

Form Approved.;OMB_No:0560-0004•`, yl
(02-01-91) 4NITED STATES DEPARTMENT OF AGRICULTU(r- - �-
HIGHLY ERODIBLE LAND CONSERVATIONI(HELC) AND WETLAND MAY 3 i �,�i
CONSERYATIlJN.(WC) CERTIFICATION -
,: :
1. Name of _
2.IdentificatiaFt Number.. 3..Crop Year
o� C °1
_.
_ -- - - - -- — YES NO- —
4.. Do the attached AD-1026A(s) list all your farming interests by county, and show current
SCS determinations-. -If Non
;-contac'f-you't='r✓ounty ASGS=Oce fiefa e corripletin� this form.
n
5: Are.you now applying-,for,or do you hay.e,.a_FmHA insured.or guaranteed loan9
-.. ifi. '"Do you have a crop insurance contract issued'or reinsured'b'y the Federal"Crop
Insurance Corporation?
7, Are -you a,landlord..on any farm._listed.on. AD-1026A. that will-,not;:be^in,compliance with
HELC and WC provisions? Ile
8. Has a HELC exemption been approved on any farms listed on A04026A because the -
- i
landlord refuses to comply?
9. List here or attach a list of affiliated persons with farming interests. See rev rse fozan_.__- 15 2-
explanation. Enter "None", if applicable. lJ -
If items 7 or 8 are answered "YES",circle the applicable farm number on AD-1026A.
'• During either the crop year entered in item 3 above, or the term of a requested USDA-loan:-
YES NO
i
- 10. Will you plant or produ=,am agricultural-commodity on land for which,a-highly erodible--
land determination-.has notbeen.made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area f
I sible by draining,dredging, filling, or leveling or any-other:
on which planting was made pos — -
means after December 23, 1985? - - -
12. Will you, or have you since November 28, 1990,made possible the planting of any crop,- - - — -
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by -
i_ _ draining, dredging, filling, leveling, or any other means, o_r_,_(_b) improving or modifying a- _
- drainage system.
1 13. Will you convert any.wet areas.for fish;production,;trees,,vineyards, shrubs,building
construction, or other non-agricultural use? (,/�
�'r`Fr� e L�:zd to e�t4bfcSh: fio cq w, rk6a Sc 5
"YES`'.for any one of these items,sign-and=date-in item 14-below. 'Circle the-applicable
=: tanswersto item_s 1.0r 11; tract number on AD-1026A,or list in item 12'66 AD-f026A: ASCS-will refer this AD-1026
12,or13 are: to SCS-for a determination. DO NOT sign in'item fi fi bntil SCS determination is complete.
-.
for all of these items or SCS determinations are complete,complete item 16.
I hereby certify that the'above informa ion,and the information on attached AD-1026A`s, is trio and_correct to th_e.best of my
14. Signature of'f'knpwie ae ane belief."
Producer„
xx Date
1Date Referred Signature of SCS.Representative
15.Referral To SCS Enter a 1�.'if-a-SCS determination is needed because +'i = " ,
•Cbm�lefed byASCS)='='Yes`"is answered Fri item 10.11, 12,or 13.
( r
NOTE:_-Before.signing indtem 1'6-'.Read:AD-YQ2f!Appendix:�_. :i fs i r;,: sn' - =:, rr:.ns_n _r
/hereby'cerfifji thatthe`atiove in forrrration;'anirthe in#brmr lion odkiached dD=f026A s;-ie ttve and carrecf to the'best of my
knowledge and belief. It is my responsibilityto file a new-ALPT026'in'the`event4h'ereare any c/fanges m'my farming
operation(s)..In signing this form,l also certify that I have received and will comply with the compliance requirements on
AD-1026 Appendix.
16. Signature of
Producer iDate
17.Remarks:
SCS COPY Y

�
. . '
UA�� � 05—�4-9i
-
5. M0U0CEK NAME & ADDRESS TELEPHONE 6. COUNTY OFFICE NAME & AO0KESS TELEPHONE
U 8 H0LLAN0 JK PENUER COUNTY ASCS OFFICE [phone]
ROUTE 1 BOX 343 PC BOX 697
UILLAK8, NC 28478 8U8GAU NC 28425
7. Circle each tract for which a "Yes" axsuer applies to the tract for Items 10. 11, 12, OR 13
on AU-026. (OP = Operator, OW = Owner, OO = Owner—Operator) '
FARM 0P/ TRACT CROPLAND OWNER ---SCS DETERMINATIONS---
NO UU/ NO 8. 9. 1O. 11.
00 HEL 027 A027 W
2O25 OO 1656 31.2 U D H8LLANU JK N H N N
'
12. List the Form Number if Items 10, 11' 12, or 13 on attached AU-1�8 applies on land
associated o� other prvdocer. Uhen availoble' li�t Tr Number below Form Number.
Farm Farm Farm 'Farm Farm FarmTract
/ Tract Tract Tract Tract _—_---_ Tract
FARMS ASSOCIATED AS OTHER PRODUCER:
2235 3654
13, MULTIPLE COUNTY INTEREST: (CONTROL COUNTYi NONE ) OTHER COUNTIES & STATE:
NONE '
!
_
FINAL PAGE

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EXHIBIT D-1 -
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: n i L/Le" 14 Gr. /�» /ICL/va/ County: r62iyaDeJ—
Address: 'so o _ rc'v g—d _
3 Date:
Telephone: — —
TABLE 1 - Field Specifications
Approxlmale ----- ----�-Maximum
Maximum Application
Maximum
Useable Size Application per Irrigation
Field, of Fleld2 Slope Rate3 Cycle3
Number (acres Soil TIVe (%) . Cra [a Whr (Inches) Comments
19 4-34 31- 5�
a —Z 6 D
(7,31 -
1 See attached map.
2Total field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS,NC
DUNE, 1996

TABLE 2 - Traveling Irrigation Gun Settings y&a-I a-a D-e-e D•yes �'��- � Ley a 5 rf a�� ��''ti!�
•$y'7 ��y 7S J,G e
Mc1ke., Ajnclel(Intl 7)pe of Equipment:
—f— -- - -- � — y a nv .•2 S — •S/ y
I I. per Field No' Travel - Apl1 Travel Lane Wottcd 1;t1u111nlcnt g011t1g9 C'tlltutlenttt acres
Hour & Speed hate Din. -- -
Hydrant ft/min in/ht' E?ffective Effective ft Nozzle Gun Reel Arc
Noe Width Length Dia Pressure Pressure Pattern'
7.. ,SS7 70 ! -3190 3, KZY
o � 3ov 23 pC �� ;3•s3
/ ,17 ,3,7 1-93. G S9 VT..
1 31 0 ti Y$ 5-7 7,9 l 2 3,90 7 G �` ,-Z 3
D 3 5 Pff
7S'o 7� /2 Z ��o /8U 7 a = 3,22
$,y , 3� / %o -G7 vT 153;-7 7 oa
t 3 2 So 795 )-Y9 ,3 7 7,9 v 2 3a0 ISa xs= 341
70
Ys l L S
, 3'L %$� 7 °j �YS ASS /ZZ av �a
!� �� IU �-,y l IYL �U 3,33 q2; Lt> 70 /2z 3�y I Sa X -3
l y l a�ys y5 ;;IVl� goo - 9
l�
13Z4 19 q$ c!LS 7o
13
7a , yy 110 7a 122 d u lGG
2� J3, 3 7v Tau a
� ➢c v
/y ly' a,t/ 3� v ✓�/L ?-Y SS7 7U /2Z '�9v /S� i
/y /� �-�� r32 / v $I �85� 7v ZZ as /5���� 3, C--.•r!v
3-34
13 / a •2� .3'L / y �`>'� �$'S 7 7o ZZ 3Gv /4o x9 Y/ _. q 14'
_ 13 �
/� �3Z �0U 7z/� Y� ,`6S 7v Z 3G0 aU X `l H'3
$cc attached map provided by the swCU Field Of ee for field locallon(s).
Show separate entries for each hydrant location in each field. one arter).
'Use the foloowing abbreviations for various are patters:F(ful circle),TQ(three quarters),TT(two thirds),if(half eircle),T(one third),Q( q
May also use degree of arc in degrees.

TABLE 2 -,Traveling Irrigation Gun Settings
AfrMe, A4n(lel ruul7tiq)e of Equipment: -- ---- — - - - —
Fl. per Field No' Trawl App - 'Travel Lane Welted 13yulpnicnt SCtt111g9 — — ('tltnmetila TOW
Acres
I our & Speed hate Dia.
Hydrant fl/min i1Vhr Fffective Effective R Nozzle Gun Reel Arc
No' Width Length Dia Pressure Pressure Pattern'
9y5— p-Y2� Y7
G
2r17 i32— �U 'I j— t,af b ' Z VDU o 9y�3 = n
,10
1 � �,/ 137— Zao C7ST ?-Yg- �99-7 7� /� � 3�� ���K s -
!7 13'L— U-11 �($ rg5`7 70 7 S
0
.31
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate entries for each hydrant location in each field.
'Use the l'oloowing abbreviations for various are patters:F(fiit circle),TQ(three quarters),TT(two thirds),li(half circle),T(one third),Q(one qarter).
May also use degree of arc in degrees.

z La-.vcl
Rfe_.vRd
�- �!t`,-rl-U 0 aa�w �J��r-� �GLrv/� �Gni,`r '`''�� I �Y�Lr �5 0� v l �•
�'rtiz✓ -
/� T_ 70
�7S /�C , �o ; ��17. 5 FT o Za .6� 73 -
... V-ov/ 7,
r�J-1 — G• I - 13ay�a .5� _ -9-7`_� X 3100 �l,z � 3� ��r•
3,/Y � f l37�a�Z �SUSd •lG -3ad c
3 DGU .5"
rp�
Zo
/ l.SS2
�1Ss2 �/37
[ GU
��(ro717) `115-7 ��l�ozz�`�`�7 13�•Z5'

ZS xst
Id , G<,T _ �� /7�T�,..,. c, -- 3o
FAO � r 5
7-11
177 , 5 37/
ZS F-r1-;-
19a X,
v
.T �H, , /4, sR Ll')-u-A
Gum �EGva.T� GNU
337-73G �r

Z
7 O %
rZ
90
/�odv
7-97
/f = 9 7 X 3
/ovu
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57."v�
_ �1-511a-

i
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/y
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/ova

G
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
- Flow Rite of Sprinkler Igpmi
OpersUng Pnesun at Pump fps')
_ Design Preelpltatlon Rate(Inlhr) .3 y
I XXXIU.XXX
Nose Length(feet) D!7
Type of Speed Compensation I e G L
Pump Type(PTO,Engine,Electric) I I
Pump Power Requirement(hp) ( 7 I
C.
C €
I-� N
C Cana
O
1 Q a
,
TABLE 5 - Thrust Block Specifications
De�ignet ma Provide thrust block.detalls on se crate sheet.
THRUST BLOCK
LOCATION AREA (sq.----------------
(t)
90•Bend
GI
g �r v
Dead End /, •r F { Y �� 5 �•
Tee
{
ISet USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-1313.
1
ugDA-Nkrs
o North Caroline
Irrigation Parameters .; page-4
ckttStSer 1993

IRRIGA II SYSTEM DESIGER N
Name: L t L
Company:
Address: D
Phone: v
0
REQUIRED DOCUMENTATION
ataon designs:
The following details of design and materials must accompany all �des hydrant locations, travel lanes, pipelilie routes, thrust block
I. • A scale drawing of the proposed irrigation system which i
locations and buffer areas where applicable.
and computations for determining total dynamic hz cad
and horsepower requirements.
2, Assumptions
3, Computations used to determine all mainline and late rates.
. Sources and/or calculations used for determining application
5. Computations used to determine
the size of thrust blocks and illustrations of all tluust block conligurltiulus rcdluired an the system.
G. Manufacturer's specifications for true irrigation pump,
traveler and sprinkler(s).
' specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation bVater Conveyance,
7. Manufacturer's sp
N.C. Field Office Technical Guide, Section IV,Practice Code 430-D .
4
• er must be maintained between the limits of the irrigation system h d ell perentiiace
NOTE: A buffer strip o 5--feet wide or wad
str earns and surface waters per I)EI�INR-DEM Code Section 15A NCAC 2I3 .0200 -Waste N g '
Waters.
USDA-NRCS
North Carolina
Irtlgatlon Parameters ..
page-5
octdrAIr 1995

i'
Richard Holland
This system was installed in three sequences in 1995 and 1996. Hydrant spacing is within
tolerance. Lane spacing has been setup and marked with stubs to enable operator to spray on
fields evenly. It is essential that owner put a permanent marker at these locations. Spraying on
this farm is a very big undertaking. Operator needs to keep close watch on traveler when it is
close to the end of pull. The gun needs to be changed from 300 ° arc of spray to 200 ° arc of
spray. There will need to be a pull back over hydrant in field 3 & 3A so as to maintain wetted
acres in this area. Where possible pull gun to end of field and start spray back over the top of the
hose as indicated on drawings. Always spray at least 300 " arc of spray if possible. This will
keep precipitation rate down below,infiltration rate. It is highly recommended that to apply .5" of
water per trip. It is recommended to keep pressures of pump recorded on pulls. This will enable
operator to know how to set up more accurate the next time around. Keep a 0 to 160 PSI
pressure gauge on gun. Always maintain design pressure on gun. This is the only way to keep
accurate records of discharge of water or waste. Keep safety switches on pumping unit working
at all times. This will stop pump from running when there might be a blow out of underground
lines or hydrants.

CA OELER FIELD DATA SHEET
1. yiake and model number
2. Hose length and hose inside diameter
Gun make and model number S 1 v _
. Gun nozzle size r$5 7- inch, ring orifice. taper bore or_ :ce.
(viay need to measure nozzle diameter.)
5. La rli spacing o o feet. Indicate whether uniform. random.
Number of exterior hydrants G . Number of interior hydrants
6. Operating pressure at hose reel :W— si.
observed at working gauge, provided by ow-ner.
7. Gun wetted diameter A Y 1,s feet.
measured, based on gun chart. 90
8. Gun pressure 70 psi.
�—observed at working gauge, based on calculations (show calculations),
7v determined from gun chars.
**9. supply line size 1 6 " '' inch (from-pump.to last hydrant)..
—��— .
**10. Supply line length feet (maximum pumping distance).
**11. Supply line type '' y " PVC, aluminum.
**1 rump make and model number o o e
**I,. pump capacity, 3 00 gprn• or
**14. Engine make and model number o o Ye
**16. Electric motor horsepower and rpm w_ y�hP o v rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map.:, Indicate the start and stop of the sprinkler car:for
* each travel lane and show distance traveled. Also indicate the normal arc angle of the gT�M be
each pull through a field. Show the location of the supply line. Irrigated acres `�i be
determined by travel lane
** Optional data, furnish where possible.
*** Information furnished by
I< U!0^ �1 h(7�itQ•�P and/or
Simtature of Owner or Facility Representative
Si�tature of Technical Specialst
Printed Name of Owner or Factltry Representative Printed name of Technical Specialist
-� _7L 3 _y DateZ-
Date____ -
*** Only the person or persons collecting the data should sign the data sheet.

Y PER TABLES
BIG GZTN® F
... _
100 SERIES BIG GUNS — 2e TRAJECTORY 1ao R RING NCZa-ES
NOZZLE IiIIZZLE NOZZLE NOZZLE NOZZLE NOZZLE
NOZZLE .8q5 .��
.712 .768 .H12 .
PSI 6PtI IlIA GPM DIA SP:� DIA 6P!I DIA HP�! DIA HF'!� DIA BP;� DIA
F70
74, Z2Q a8 Z25 144 Z30 115 24Q 124 Z50 164 � 183 290
H1 ;45
35 96 240 114 245 135 ZIS 1520 117 295 198 34Q
88 104 250. 118 260aQ94 25 111 265 127 275 145 285 163 300 1@9 ' 305 211 -Sl
40 44 265 117 275 134 285 154 245 320... Z12310 201 3 236 = 41�i i
100 105 270. 124 28� 142 245 162 345 182
'Z5a ERIESG BIG GUNS —:24a TR/k�jE�QRY'� ��A RING No�Es
, NOZZLE -NOZZLE NOZZLE
::NOZZLE NOZZLE kt1ZZLE. NOZZLE _ f41
s 1:.0f .15 D. 1.34 : .
Gp" _ILIA DIA
P &P8: DIA
P5I Sit; I aA 6Pi.x gI ;.EPl1 II€� s
45 13Q �Z 165 2$5 Z05 500' 255 '324 300 " 335 350 : 350
50 1Q4 2 =0 350- 385 36,5
11
6Q �110 Zho- I4z -ZS� _,1 30Q Z25. 315. Z75 335 _..
Q .27Q" : i55r "2 4 147 -110 - Z45 330 Z45, 35Q 355 .3b5 i
70 I2
gQ i2ff 28Q T65_ _300" Z1 3Za. 260: 340 '.335 lQ: 445 . 38
0 175 405
qQ in24Q : 314 223 =.O Z75 350
10 :. .143 300 185. 320 : 235 340 290: 36Q 355 380 4Z5 404 . 500 41
200"SERIES BIG GUNS;
— 27'' {RAJECTOR`� R-RING-..'o��.
NOZZLE NOZZLE NOZZLE NOZZLE .NOZZLE NOZZ7­77--7LE
7PMD
4 i-81 I';�
1.29 i:46 1In
.56 EPN.6DIA GPM
PSI GPM DIA
05
PSI GPM . IlIA GPM ! DIA GPM DIA
50 234 32�' 300 355 : 350 370 . 410 340 470 405 $5 440 695 4�5 -
j 6a 250 340 Z30.. 374 3@ 390 0 :425Lu �
630 455 755 475
74 27Q 355 _ 3@5. :: 415= 445
ao 290 374 M4- 400 445 42t 515 444675 4@5 Ha55
90 314 38� 4 - 4i5 ' 475 435 545 4557I5
kl
t _ #Z5 504" 445 515. 465 755 5QQ 404 5Z4
saQ - _ _...�._.. _ _.
W.Y
^ ':r

- - start-up & operation - -
25A PERFORMANCE GUIDE
25A X 40 WATER-REEL PERFORMANCE INCHES DEPTH OF APPLICATION
NELSON - SPRINKLER STSTM 'IRRIGATED TRAVEL SPEED-FEET PER HOUR
SR100 FBF13RMA NCE INLET AREA
i4 NOZ: PSI GPM DIA PSI WIDTH X LNGTH 35 50 75 100 125 150 175
.712" 50 74 220 74 154 X 07 1.0 0.8 . 0.5 0.4 0.3 0.3 0.2
Ring 60 61 235 86 165 X 902 1.0 0.8 0.6 0.4 0.3 0.3 0.2
or.6" 70 88 245 99 172 X 906 1.1 0.9 0.6 0.4 0.3 0.3 0.2
Taper 80 94 Z55 111 j 179 X 909 1.1 0.9 11.5 0.4 0.4 0.3 0.2
.753" 50 88 Z25 79 158 X 899 1.2 0.9 0.6 11.5 0.4 0.3 112 1y
Ring 60 96 240 92 168 X 904 1.2 1.0 11.5 0.5 0.4 0.3 0.2 4 .
ar.65" 70 104 250 106 175 X 908 1.3 1.0 0.7 0.5 0.4 0.3 13.2
Taper 8O 111 265 119 185 X 913 1.3 1.0 0.7 0.5 0.4 11.3 0.2
.812" 50 100 230 94 161:V X 901 1.3 1.8 0.7 0.5 0.4 0.3 0.2
Ring 60 110 245 99 T72. X 906 1.4 1.1 0.7 15 0.4 0.4 0.2
or_7" 70 11B 260 112 182 X 911 1.4 1.1 0.7 0.5 0.4 0.4 0.2
Taper 80 1Z7 Z75 1Z7 193 X 913 1.4 1.1 0.7 0.6 0.4 0.4 0.2 -=
857' 50 115 240 91 168 X 904 1.4 1.2 12.8 0.6 1 11.5 0.4 0.3
Ring 60 125 260 } 1D6 11t2 X 911 1.4 1.2 Q.8 0.6 0.5 0.4 0.3
or.75" 70 135 275 1Z2 193 X 915 1.5 1.2 0.1 1 0.5 11.5 0.4 0.3
Taper 80 145 Z95 138 290 X 9Z0 1.5 1.2 0.8 0.5 0.5 8.4 0.3 -
,250 1.6 1.2 `0.8 0.6 0:5 0.4z
`0 3
Ring 50 141 270 115 189 X 1315, 1.6 1.3 D.8 9.5 0.5 6.4 0:3
or.2" 70 152 Z90 -132 Z-M, : X SU r 1.6 1.3 0.8 8.6 O.5 0.4 0.3-. ?
Taper 80 163 30O 149 21[l X- 9251,' 1.6 1.3 0.9 0.7 0.5 0.4 0.3
` ..:
_3Z7" 50 150 255 111 17.9 X. 909 _ 1-B 1.4 0.9 0.7 0.5 0.5 0.3
Ring 50 164 275 130 156 X 916 1.8 1.4 1.0 0.7 0.6 0.5 0.3
or.85' 70 177 295 149 207 X 923. 1_8 .1.4 1.0 0.7 0.6 11.5 0.3
.Taper .. ;
HOURS FOR 850 FEET OF TRAVEL: 24.3 17.0 1 11.3 8.5- 6.11 5.7 4.9
Systenf iniet pressure:sh6wn above is lot Turbine D !*M.Engine Drives will be approx 111 PSI ioerst.
"Area corned stay?wy depeadiN■e wind ceedttiets,field dimseslsas led use of smWecttid sprinklers.
The arymme area tossed per run Is 2.8 acres.
The'System inlet Pressurg'fs the pressure requirsd:at the traveier[alai.It includes aliorrancas for the traveler plumbing and
drive,PE tube and sprinkler pressure:Turbine drives will require additional pressure al higher speeds.it does Rot Include any
pressure allowances for field elevation or mainline-pressure lost.
Use the small gearbox pulley at ground speeds above 75 lent per hart.
NOTE: Specifications are subject to change without eatiet. d
20

CATIONPOmNAT
*D2CO S PECIFI
PERFORMANCE DATA:
Net Rated Power.....................44.1 hp (32.9 M @ 3000 rpm
Net Peak Torque...................91.3 lb-ft (123.9 Nm) @ 1800 rpm
LowIdle Speed...............................................................900 rpm
Altitude Capability(w/o Defueling) ...............4,921 ft. (1500 m)
d. . — r• PERFORMANCE CURVE
t:
:�y-. i... .........................
I _ ........... .........:. . ........................................ ..............................................................
92
1 - (125)?
Al _
.........................
' �rf _ti.�... _...... ....._........_..... ... ... ..... 84 '-
= .. ........ Ib ft ...... 77.2 lb-ft 84 I
Y n ...................... (123 9 FJm) -- .............__ (10
-
4 r m
- � �tip• .............---......... Net IntermittentTorque ...:;_ : --..........._.. .....---- 76 F
......... (103)z
...............-----............... ---.-----......--------------------------....................
44.1 hp ..._..
....................................
- --------.......... - ------.............
_.. (32.8 kW) .....
-------..............................
44
.......... .-...........
r(33) ..................... -- Intermittent Power ... ................
m 36 ........... ........... 40 h_ _
_ -
(27) ......... (30 kW) ....
a .....:- .:... Net Can#inuous Llmit
m _
m 28
m (21) :..............._..........................:..:..._........................... ..,::......_............,........__..r.>..:';.:....._..............
y
....... ......
...... .. _ ....._
0.40
(242),
.. . _....... ..... .. 0.36
-
�• Fuel Consumption _
...... ................. .._. -.
.........
s �? 1600 1800 2000 2200 2400 2600 2800 3000
Engine Speed—rpm
MAINOR. TILE :& IP,R'GAT 0'1 CO,
PO BOX 489 • 1357 ,,NORWC01) 5T,
•�;:- - --'� .: WALLACE, NC 28456 -
PHONE [phone]
FAX 1-(91u,-2z,5-5186
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPIMENT.
DEEM
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K
BERKELEY PUMPS
CURVE ' r_r
PAGE
_ TYPE "B" RATING CURVES SUPERSEDES
LBE(ZE
Curve 4117 Pa a 1.01
f ENGINE DRIVE Dated 1-3-72
YaeR N0.H-'928 VARIOUS R,P•Y. - ��
Ca": mots" C.I. Pat mm '-1-,928 T.D.S.L fortrash waera
7 2" FULL sea level e0'F.mu.
Impallar: YaterW C.I. PaLNa• L-30',6 Yae1L11d L-307 D� "3-1 M-1M M-2❑ 30
550 MAXIMUM WORKING PRESSURE,247 PSI
:.........................:................... .._.. ....... E t.-.............
-_...... _. i:.........:.�---------- ---- "
,.....
:::.:....L:..................... ...._. _.... -----..
....... :: I-
5 00 ...........:.....
....-. -_..
- ......:._....-.....L........:.: _ _.. ...
W
I.....
_.r
T--
-2600'RPNr ... -
..._............- -
I•-- i
....... ... _.
2-2400 RPM._..i 1....................:... --....... ............... ., s..
F _...........t...................
_
_
..........
60
z -
W 300 �. : _.._.__ _...
,
I-.... -...-..... .. L....-.,..-1. --
,
- RAM- L..........:. ... -----• r __ _ .. a
_ ...-.... ..... ...........�._....._.-..r -
Y E............1.._. ;- r .. -... ......
.._._
•
I_^
•� I--- ...-_ T ...f.�----.... -
t 200 ----
,
r- E-...._......�....-.._. .......................t ..... • _r ........t.y ......_
-
150 {
,.4C1a:RP
,. .
_.
{ -'j
...t...... ................ --------.-.i._-_-._. r.__. i
50 k-..._..-- .,._.... .:..........� - } .......... ' .......... : j elf 115....... : Ds
........... .....1 :-..:.:::-.... t 19 1--- - --..
0 __.._......-:' ,00 '50 200 256 300 350 400 450 500 550 Goo 650 700 750 Boo B5o 900
0 5p CAPACITY IN U.S.GALLONS PER MINUTE
,i- Date ,2_22-7, Monte B-2 Q J Q B L
c-7045 eased on T-2B05 Supersedes: c-7045, Dated 5- 7'
VARIOUS R.P.Y. - Cycles -
Case: .M..h.No. H-1 B T.D.S.L for fresh wateret
material C.�. Pat.Ns.H-,928 -93
Mach.Na L-.3o39 • lai 3-1/2" FULL sea level W*F.Is".� -
Impoller: materia-C.I. PatLNaL-3004 M-1ER M-20 'A
550 MAXIMUM WORKING PRESSURE 247 PSI .. ___ ..... ........ . -..__
i
r.
...HEAD.€..:....... ..........i............ .. -----
I - _
1.. i '- ..................................v. .. _
_
23M
::.:
X I MIIM. ......-.;....... ...�... --.G5p6 20
:
:
500 ° .. - :...:1----------- - - ----- '
W
...
_...._....
.........,
- . - -
- f- ......
-....-.._.......---"
450
- ............
-
- -
t•
- _ .... - -
- -
Opp+ - "-;, .. : ..
...-.. -
- -"
,
y
-----------1.....---:
+ -
W i...-....-..i-.. � .
W 350�'�� ....., . -. s l.. ayR;
y._. +...-._-. .r.. .. -
z 220o-1RPM. ...... _
t
t .. ..,._- -._...._ r Y
- :.........._... - - _ .... ... -- - - -.........___
300 :............ _-...
_.._..t .... iuj :..
_ ....... - _ .... 1. ..- -
................ ............ :.'.._
ZL..2000-.RPM ....................... i. ................. -
250 - .
:
- ... - _
_ .....-.._..- _ - ........._ ............ .. .. ... ......
..
e
F 200 --
_.....
�tbp0•"sRPNF ... 1
F , ... • ..
- ' L... - .
• ....
:..........-. - ---- --
100 -- - ;
-- ..._....i_.._._.' :-'"....4.-..... ...t...... t- --r a.._.....-, :.-... 1� 1---------;
1-- ....
4............:......... .-.... -
..._--------
_................... I
- ....'r......... ......... . 600 G5p 700 750 Boo
00 50 100 150 200 250 300'I•,�50 400 450 500 550 ' ;
CAPACITY IN U.S.GALLONS PER MINUTE
r_rnn� 9_i-71 Date 10-27-71 r�onr�62`�J'QBI!!I B1211

ASTM
IPS
Fressure-Rated
,
- -26 ',
pVC PiLpe
,-
'R 00
SPECIFICATIONS DATA
PRODUCT DESCRIPTION
PHYSICAL PROPERTIES
ressure-rated PVC pipe (2" PROPERTIES OF PVC 12454-8 (1120)
Diamond IPS p ASTM Minimum.
through 120) is made of compounds conforming Property Test
to material requirements of ASTM D2241 in Specific Gravity D 792 1.40
accordance with ASTM D1784. The pipe sizes Tensile Strength, psi D 638 7,000
(4" through 12") are made with an integral D 638 400,000
bell which utilizes a gasket for sealing in Tensile Modulus, psi
accordance with the requirements of ASTM IZOD Impact Strength,
D 256 .65
F477. Integral sockets- for solvent .cementing ft., ►b,lin.
meet the requirements set. forth in ASTM
02672.
Diamond IPS-pressure-rated PVC pipe meets all CHEMICAL RESISTANCE
ASTM TEST
the dimensional, chemical, and physical D 543
requirements as outlined in ASTM 02241. 93.0% Sulfuric Acid,
14 Days Flotation at
Each male -end shall be beveled. to facilitate- 55 + or -:2g C
joining and reference marked for assuring
i roper depth of insertion.--; Diamond furnished Change n Flex Strengtih; �0 25.o to + 5.0
p rocess. Change
lubricant is to be used in the joining p ASTM Oil.No. 3, 30 Day
pi
pe
Diamond IPS pressure-rated p'p is supp lied in Immersion at 23° C
20-foot lengths. Change in Weight, % -1.0 to 1.0
9
Minimum
Curve Radii
of Pipe
13

77
4.
- -- _ DIAMOND PLASTICS �x
----------. - - CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Feet Per Feet Per
Stock Nominal Weight Outside
Wall Inside Pieces Per Bundle Truckload
Plot Size Per too ft. DI meter Thickness Diameter Bundle
r SDR - 41 100 PSI 1,260 20, 160
4.500 .110 4.280 63
LM 4" - Y 6.625 .162 6.301 28/35/32/40 560/700/640/800 4,400
M 6" ,,.-�+•. 6.205 15/10 300/200
��• rD 8.625 .210 240 2, 880
M 8, ` ' ` 10.75.0 .262 10 .226 12 120/160 2,240
M 10 ' a* :;; 12.750 .311 12 .128 6/8
M 12°
_= -•S SDR - 32.5 125 PSI 1,260 20,160
4.500 .138 4.224 63
M 4" 6.217 28/35/32/40 560/700/640/800 4.400
M 6„ 6.625 -204 8.095 15/10 300/200
M 8" 8.625 .265 12 240 2,880
M 10" i 10.750 .331 10.088 1 120/160 2,240
M 12"
12.75.0 .392 11.96.E
160 PSI
_ SDR - 26 -"
-�' - 65,28
2:375' 091 2.193 204 4,08 28,160
A
M .2" 3.230 1:7G0
88 20,160
M 3,, 3 ...500 135 63 .1;'260
5.00 .173 ` 4.154
M 4 6.115 28/35/32/40` 560/7'00/640/800 8,400
M 6" _ .6:625 .255 3:00/200_. 4,400
8 8.625 .332 7.961 15/10, 240 2, 880
M 9.924 12 2.240
M 10" 10.750 .413 120/160
M 12"
12.750 .490 11.770 6/8
SDR - 21 - 200 PSI 204 4.,080 65,280
2.375 .113 2.149 88 28;.160;
M 2" 3.166 1,760 :
3„ 3::5.00 .167. ..1�260� 20,160,
M A. .214 4.072 63
M 41, 5.993 28/35/32/40 560%7.00/64,. /_ 0 8,400
M 5 -6.:62.5 . .31E 36OJ2:00::` : 4,400
:.8:625 .410 7.805 15/10 2,880
M $ 9.728 : 2'40_
12 2,240
M 10" 10k750 __511 6/8 120`/160
M 12" ,
12.750 .606 11.538
lic of"Price in effect at time of shipment on regular Purchase."
Prices are subject_to.a-firm.po Y
Possession of this page of a price list does not constitute an offer to sell.
*Freight regulations Wor equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location:
L =normal stock item at Lubbock,Texas
M=normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4 85
ggdit�onal Lubricant
6 60
81, 45
10" 35 12 Qt. P ..:DO,... z. -
er case :$5...: `_: ;
12" 25 00
4 Gal. per case 5�-- = g.
15" 15
18" 12
21" 10
24" 8
27" 5 2

r' �-�,# a{ .:
INSTALLATION
Table 4. DESCRIPTION OF EMRF.OAIENT MATERIAL CLASSI FICA TIoiS
aF_tiCRll'TID�
SOIL 5016 t1ATFRIAL CLASSIF1 uF C.tTiOl .-
e should be assembled and CLANS T
Diamond Agricultural PVC Pip l'PE:
Manu(xturM ngula.�rmu4 mamal,i;a Its I Rohe ^,yl mm,.vr.:n
installed with uniform and continuous support from a firm Maas 1 Swis• 1-n,g mac....,ha•,n1,rg,nnal„gn,f once..n as:v.ut•^•K•*In•L. s
base in accordance with the installation procedures provided .o,.L crushod 11,5.cndea.o cnchos Tint"
in ASTM D2321, and the Installation Guide for PVC Water Claa II Soils— Lav
Pipe (a "pocket-sized" edition is available from your Weu g adea gfiYet, b Fra•el nand m,alutn Imle u ..t.ne, 5ti�••nevi
curie&ache manned un No sw+e.Mae 0—914 rnannl I-
dean
representative or from Diamond Plastics Corporation_) GP
p q,iy erotica gmeia and Fn,el..ar a m,a.9ren lam ax no roe.. vy�.•naxr
K I—I—,n d nn Nn.,acre. Mon'duo Scar.au.n,ns.n Nn_IYl..e•a•
CI an.
Embedment materials are to be in accordance with soil Sw WcII.gr>(.d sands arts grey•awls•I.I. ro frrxs-M.-`han 4K.d..•ara••
IT.—passes No.,a,eK. Marc Nor 95'r rnamN nn Nor 21Y1•,a+c llr.n
classifications listed under Unified Soil Classification SP Poorly ar,dd I-&,,,d 11a,r41r sanda.IInlc,c no Imes. %m III—LIIC.•1 n.aar
System,ASTM D2487.and ASTM D2488.
Ir:Inno Passe Nn.,ve.e. Mme Nan 4S4 rew,rd un NR.2011 a.rre. Clcx
Class III Suds... GM S.Iry grsrels.Irard anal dI mo,uraL 5li°L m more..i e..aK(raalam uu,rnd.•n
Nn.a IT— Morc Ilw 51p4 rm,,.eJ a,n Nu.YYI a..wr.
Te assemble, clean mating surfaces of the bell, spigot, and Lac Cl,Yey gravels.gr"e1...mt clay mlalnres. SIlc,r mar Ida.a..e Ir wI^",•,"^rd
gasket. Apply gasket lubricant (furnished by Diamond nn No.<here. Mire B an 5,ps'--it nn Nn.as a,rrc.
Plastics Corporation) to the entire spigot end up to the SM Sdry sands.s W-It orooss- More IS—Sit%R(a.ue.e(r,asxn p+.++�.• an.e
More Nan SIT%rnaa— WIT
reference mark. Also,apply lubricant to the contact surface . Sc C,,yey,,.1s.,and,lay waian. Mme Ihm Sa%of aaw r frrw n ryar+w.
snera. Mom Ilan 50%rna.ned,m No._IYI
of the gasket_
Class IV Sods ML Inorganic sdn,rery aim sands.rock Onxt,Id..x clayey f.no aarvta. l.yn.l I,mn
Inorganic
or Ins.. e a mom Woes No.21Y1 s,e.e.
With the pipe In straight alignment, push the spigot into CL Inorganic clays of in.I.,medium plu y,gravelly cl,vs.a du r clay.•.Irs
the bell up to the insertion line. If a pry bar is used to I_clays. Lig9ld horn 50%or less. 50•i:n.m.,r louts.+N.._IYI au cr
g In
apply force, the pipe should be protected by placing a board MH oranic silo,mrcacauts.v dou.m:anus Grr -',.•r•nls.clanu�"I" l.yn.t
II.IL IICi-Nan 50%'•5U%or more passes N,a_IYI anal.
between the bar and the pipe. CH Inorganic days of high plion my.fit days. tiq d land 91-alit if.-1
more Priors No.NV here.
Clus V Soils (L Organic silts and mgan,e molly clays of Its.Phin—ty. Lnyu,d limn%V% iw•
If normal force does not complete the joint,disassemble the 51�«,nofe ,�,
joint and examine the parts to make certian they are free.of fN o,ganie clays of medium In high plastKiry. Lr*nid loon g notcr dui 4W.S ••
more Puy No.2D0 slue. -
obstructions. Visually inspect the completed joint to insure ( PT peRt.merle ings,,,m,highly mga loan_
the gasket has.not been dislodged.
Soils ne as defined in ASTM D 7497.=cepm ,a
( Clus 1 moire! hwh n definnl,n AS•CILI D 2?_I.
® ••• In accord—with ASTM D 2D 7 less r..1 Sv.Ins`Na'_01 sieve.
• in accordance ith ASTM D 23g7.•sodz 6In 54 to 12si Passn^g No.21111 acre tall m.laadcdmc
t1 ckVVTnAcatmn Nat,s more characteristic of Cl-1 11 Thai of Class I"'
Table5.
APPROXIMATE GUIDE-FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS.EMBEDMENT CLASS AND METHOD ..'..r+-',..i.. The haunching area is .most.important.to the.support..of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR PVC or e.i F good support,the haunching area should be
DENSITY OR RELATIVE DENSITY" -
FOR GRANULAR.MATERIALS.IN PARENTHESIS** pipe.compacted to the densities given in the Long Term.
Deflection Chart.
CLASS OF EMBEDMENT I II 1 [Ii IV
Manafacnn� 111
MATERIAL DESCRIPTION Granola $.dandGtavd Mixed-Gain Fire Grain;
Naleri,ts Solis-clean I Soils soils Figure Z.
Opumum trloiame content r,nge
9•(2 9-18 6.30
limit%of dry weigh!
Llu,lrE9 ref aal•IOrx Iaal
Soil Consolidai on Method 90 of Prater(or Relatim)Density Range - taaF I LL
Compact by power romper 95-100 95.100 95-100 90.100
a rannner (75-100) s80-100)
'--'� rrrf .10T.
Density by ponabl. 80.95 W95 90.95 75-90 COVER
vibrators (6O.75) (60-90) inlriaL
MCIF I LL
Consolidate by saturation 8495 80.95 —
(6P75) (60-0 rlrE SrR1Y41nf nyf
60-80
Held place (40.60) ,
9EOO,an
d4g0 60.80 6675 Hood 4vnp :•J;:::..::•::::::.:'rr:i
.<:•:::.:•...:r::
(50•g0) :r ..•::
�f•`::: f a: FdaalrlA
Ll:�:fit`f.{/•`�=a�f�: ,...n a na..an
Damp
66811 g0.80 GO.8f1 60.75 !{�::•:• :::::.
(4010
' Rebtive&miry is Voted in pmnthOSCL _ -
•• This&able saves as as sppa:ilnne guide defining avenge Proelar densities auained Lh(aagb varias.
medlods of sod eaftsoiidaian in diffema crania Th of soil. e table is ifnendrd to paovde-Rtiidtuce and'is-
not recor meeded for design 419L Actual damp)values shaald be devebped by tlrc°°,a .-for.V_r1!r r .
_tails at spedfe tnt>imee rnmetas.-

'r a �
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting. steel
Occa Tonally it may be necessary to connect PVC plastic pip
e to or A pipe. This connection can be made with a couplina. called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater, than 100-. - Figure 1 gives an example of
different arrangements for thrust blocks.
t
-i
Figure 1. Example of different arrangements for thrust blocks.
-5-

i
' '.fir .,� •. _
Figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate: -
forces encountered, at bends, tees and wyes, multiply the figure in
Table. 1. by the::f actors given in Table 2
Table 1. Thrust W at ,End Plugs
Thrust in lbs . for test pressure in osi
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
inches
12 295 440 590 740
2 455 680 910 1140
21z 660 990 1320 1650
3 985 1480 1970 2460
4 1820 27ZO 36.30 4540
6 3740 5600 7460 9350
8 6490 9740 13,000 16,.200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51',400.
16 2.6,600 1 39,800 535100 66,1400:
• -6-

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4r AIV ; 7/ ��c7
Brown's of Carolina 10/29/2002 Hwy 24 East
Warsaw, NG 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Richard Holland
Farm Name: Holland Farms ,,�� i
County: Pender
Farm Capacity:
Farrow to Wean RL .64
Farrow to Feeder
Farrow to Finish
Wean to Feeder APR 18 2019
Feeder to Finish 5280
Storage Structure: Anaerobic Lagoon WaterQuatiGOf9
>180 days
Regional t7pera�onsSac
Storage Period: y
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize..
2_ Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils,when it is raining,or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution,the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

_ 5.� i_ � -

This plan is based on the waste application method shown above. If you choose to change
—� methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to;apply the animal waste is based on typical nutrient content
for this type of facility. in some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,fe,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3212 gallyr gal/yr
Farrow to Feeder 4015 galtyr gavyr
Farrow to Finish 10585 gal/yr gal/yr
Wean to Feeder 223 gallyr gal/yr
5280 Feeder to Finish 986 gal/yr 5,206,080 gal/yr
Total 5,206,080 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farr6wto Wean 5.4 lbs/yr Ibstyr
Farrow to Feeder 6.5 lbs/yr lbs/yr
Farrow to Finish 26 lbs/yr lbs/yr
Wean to Feeder 0.48 lbs/yr lbs/yr
.5280 Feeder to Finish 2.3 Ibstyr 12,144 lbs/yr
Total 12,144 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 67.1
Total N Required 1st Year: 16226.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 16,226.50
Total Nitrogen Produced by Farm: 12,144.00
Nitrogen Balance for Crops: (4,092.50)
The fallowing table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields( i.e.small grain, etc,interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized I unit yield
A Barley 1.6 lbs N/bushel
B Hybrid Bermudagrass-Grazed 50 lbs N/ton
C Hybrid Bermudagrass-Hay 50 lbs N/ton
D Corn-Grain 1.25 lbs N/bushel
E Corn-Silage 12 lbs N/ton
F Cotton 0.12 lbs N/lbs lint
G Fescue-Grazed 50 lbs N/ton
H Fescue-Hay 50 lbs N/ton
I Oats 1.3 lbs N/bushel
J Rye 2.4 lbs N/bushel
K Small Grain-+Grazed 50 lbs N/acre
L Small Grain-Hay 50 lbs N/acre
M Grain Sorghum 2.5 lbs N/cwt
N Wheat 2.4 lbs N/bushel
O Soybean 4.0 lbs N/bushel
P Pine Trees 40 lbs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste. Ak
�"�g3t2t Quai�nron
4 of 8 Regtonat®P�Uons

SLUDGE APPLICATION:
'The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
5280 Feeder to Finish 0.36 1900.8
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1900.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 9504 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 31 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 76.032 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil.
structure, soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres-shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for.>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
1662 1-1 E Exum G 0.35 1
1662 1-1 W Exum G 0.35 1
1662 2-1 E Exum B 0.35 1
1662 2-1 W Exum B 0.35 1
1662 2-2E Exum B 0.35 1
1662 2-2W Exum B 0.35 1
1662 2-3E Exum B 0.35 1
1662 2-3W Exum B 0.35 1
1662 2-4E Exum B 0.35 1
1662 2-4W Exum B 0.35 1
1662 2-5E Exum B 0.35 1
1662 2-5W Exum B 0.35 1
1662 3-1 E Liddell G 0.65 1
1662 3-2E Liddell G 0.65 1
1662 3-3E Liddell G 0.65 1
1662 3-4E Liddell G 0.65 1
1662 3-5E Liddell G 0.65 1
1662 ME Liddell G 0.65 1
1662 3-7E Exum G 0.35 1
1662 ME Exum G 0.35 1
1662 3-9E Exum G 0.35 1
1662 3-10 Exum G 0.35 1
6 of 8

Additional Comments:
This plan has been amended to show correct order of pulls.
There is a Nitrogen deficit of 4,082 pounds. The small grain overseeding
amounts to 1315 pounds. If the small grain is not planted, the deficit
will still be 2767 pounds. Planting small grain cover crop will be
optional but will need to be applied at no greater than 50 pounds
per acre per year if utilized. It should be noted that for fescue grazed
in the Coastal Plains the N should be Limited during June and July and
no nitrogen applied in Dec and Jan during severe winters. Mr. Holland
should notify a technical specialist prior to changing any of the crops
or pulls in this plan.
1
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Holland Farms
Owner: Richard Holland
Manager.
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described.in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. 1 also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on situ at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of facility Owner: Richard Holland
Signature: Rtia"S Li I �!--�'�"! ------- - !1' -7'O2
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Howard L. Hobson
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone- [phone]
Signature: L
Da e
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of the waste, he/she shall
provide evidence of an agreement with a landowner, who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an update of the
Nutrient Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict .the rate of
applications for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than. 10
tons per acre per year provided grass filter strips are installed where runoff leaves the
field (See USDA, NRCS Field Office Technical Guide Standard 393- Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast provided the application does not
occur during a season.prone to flooding (See "Weather and Climate in North Carolina"
for guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause
drift from the site during application. No ponding should occur in order to control odor
and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt
damage from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wast6/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 than 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
discharge or by over-spraying- Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways -that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial.waste from washdown facilities, showers, toilets, sinks, etc.,shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe nuns, 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 soil shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum of five
years. Poultry dry waste application records shall be maintained for a minimum of three
years. Waste application records for all other waste shall be maintained for a minimum
of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3