710042_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Pleaso verify all Information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I1. Farm Number: 71-0042 Certificate Of Coverage Number: AWS710042
1 . Facility Name: Phillips Partners
/12 /r
(3. Landowner's Name(same as on the Waste Management Plan): H A Phil ii,_!
J4. Landowner's Mailing Address: 124 Phillips Dr , (c, /—f -7
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-7147 Ext. -mail: anguso 1969avahoo.com
051 Facility's Physical Address: 526 Test Farm Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Pender
AFarm Manager's Name(if different from Landowner):
�g. Farm Manager's telephone number(include area code):
1/9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Harle r A Philli s Phone No.: 910-285-7147 OIC#: 17010
r+ L - None
11. Lessee's Name(if there is not a Lessee,write"None
"None ):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 2,400
Ongration Types,
Swine Laak Dry Poultry Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I '7.11, 19q C to., -784 08 G too -2�
2 1.2o.W4 Cla '71c o It 4 1oo �o.w
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),si ned by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature
should be by a pprrrincipaal/executive officer of the corporation):
Name: /�rl �`! !�'�` (�w Title; _ /i '
Signature: Date:
Name: _ i i61i 5 ,Title:..j�m 2 t
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]
i
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
MICHAEL S.REGAN � -
LfNDA CULPEI �
Director 140 FN C,A�tgt taA
Jthkrrartme►trr t tojat,
H A Phillips February 27,2019 MAR 6 2019
Phillips Partners
124 Phillips Dr
Wallace,NC 28466 A
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear.P.ermittee:
Your facility is currently approved for operation under one of tite Animal Waste Operatio
at n State Non-Discharge General Permits,
which expire on September 30, 2019. ies of th new animal waste operation State Non-Discharge General Permits are available
tt s de nc o /a it/ 'nn�/ovate Cop e-resources wat r- !i n -o rations/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 rder to •sur ou c❑ in -d ❑ e �e n •r t e tate on-Disch r e Gene al Pe i ► u
it cnv a e to t e Div'sion. Enclosed you will fi d a "Re uest for a 'fc e of ❑ er a FaInustcilit uutrenan
o e
lic io or
Expiring State Non-Dischar a General Pe mit," The ication f nn must e m leted. si ne a d re Curr h� Aril 20 9
Ple a no a that you must include one 1 c • of the Certified Anim 1 Waste M na a ent Plan
c Irt d and sl�ned a lication form- A lis f 'te s inc ded 'n the C W p W P Kith t o
_a�Plicatit n f�rr1
e fn n on a o t e enewal
Failure to request renewal of your coverage under a general g 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 Pen-nits, 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): Wilminf:tan Regional Office,Water Quality Regional Operations Section
P n r County Soil and Water Conservation District
AFOG Section Central Files-A)YS110042
M r+h,-Brown LLC
1 � Idtcartta Csroaa t7eParimeat of ErsvdnrrtevctnlQua6aty I iYdusaoa of
iVat�r Resaarcas
�rDL Ca1�N.3a�.bull S 11636 Ua�9 9—be Center(RaleWs,t�srt�C�sr�aor 27 trce"R6
819.707I)COg9

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 [phone]. `
d. Contact CES [phone], and local SWCD and NRCS office (9.-Iw:).259-
4305 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.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
DIVISION OF WATER QUALITY REGIONAL OFFICES (2/97)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Supervisor
59 Woodfin Place 943 Washington Square Mall 3800 Barrett Dr.
Asheville,NC 28801 Washington,NC 27889 Raleigh, NC 27609
(704.)251-6208 [phone] [phone]
Fax[phone] Fax.[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bertie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe mange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancey Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Regional WQ Supervisor
Wachovia Building, Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville,NC 28301 Mooresville, NC 28115 Wilmington, NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax(704)66,3-6040 Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarrus Mecklenburg Carteret Onslow
Cumberland Robeson Catawba Rowan Columbus Pender
Harnett Sampson Cleveland Stanly Duplin
Hoke Scotland Gaston Union
Montgomery hill
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem,NC 27107
[phone] 1 3 �(� 1___01
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Suny
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: AWO-G-E 2/97 Page 3 of 3

Emergency Action Plan
Phone Number Directory
Division of Water Quality (DWQ)
Regional Office - Wilmington
910-395-3900
Emergency (After hours & 24 hours/day)
1-800-858-0368
77 F 77s�
Emergency Management Services (EMS)
z 910-259- 1210
Health Department: 910-259-1230
NRCS (SCS): Uj
-
110 -259-- � �Z3c � 3
Cooperative Extension: 910-259- 1235
9i�: ��S= // / 2- i ;j�-- i�

SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
C.49oo:�
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED-PGNO--SITE
FARMER'S NAME AYE (�+ - . DISTRICT Ir'
DATE S COUNTY
S.C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES -PON CLASS WORK UNIT CONSERVATIO:vIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approm scale 1'r= feet)
Locate reference point in center tine of dam and identify on sketch.
I
� 5
SHOW BORIN114fUMBER, AND PROFILE
d
DEPTH ake an list dam-site a sp(lluray borings Itrst then ponded area and borrow pit borings-separate with uerticat red tine.
(Continued on back wh necessary) Show wa r table elevations on dam-site borings.
SCALE .
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
-I sm S
sC-
3,4 sc S r-
-S Scl
Sc C I-�
4�l D
BORINGS MADE BY 6fAZ�' -� SIGNATURE & TITLE_Cp-c-c

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-graivel 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 mmedium plasticity __ cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay Ioam
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 rZ7rYes r7 No (Indicate where located on th.sketch on
mesas side).
REMARKS:
GOX'E -rx-'"'
2. Explain hazards requiring special attention in design (Seepage,spring,rock etc,)
GENERAL REMARKS:
24 26 126127 28 11 29,1 30: 31 j 32 39 11 34 11 35 1.361137 38 1139.140 41 42 43 44 45 46 47148 49 50 51
I
i
1
f

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
La oor7
-"' SOIL INVESTIGATION. TO DETERMINE SUITABILITY OF PROPOSED SITE
FARMER'S NAME S -� � DISTRICT LI-EI-L I
DATE " 6 ,S' COUNTY
S.C. S. PH(J'O SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES PeND CLASS WORK UNIT CONSERVATIO: IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate reference point in center line of dam and identify on sketch.
I
D
I 3
IDq boI
0 , E
II I � I
1 I I I I I I I
1 ! ! I
SHOW BORING NUMBER AN PROFILE
DEPT'd ke and list dam-site and spll7aic{t sings lint•then ponded area o borrow pit borings-separate with v.rtiral rod line.
I ontinued an back wheea necessa Show water table elevations on am-sire borings.
SCALE 2 3 4 5 6 7t 11 81 9 1 10 1111112 13 14 15 16 17 118 19 120 21 22 23
a- � SP1 ;M f l
i-Z �.I S
z_3
y-s SL 5 c�
s-� SC SG S' I CA II
6-7 C. CL I 5C CL
7-6 Gu �� CIS C 'Al
CH cl�
s-�D ►� ; G�I jilt
BORINGS MADE BY 7�L== L. �irr , SIGNATURE & TITLE

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION I
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 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
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay j
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available F/ 'es [:]No (lndiwie hve locurea on ,ht sketch OR
raewse side)
REMARKS: �
2. r—plain hazards requiring special attention in design (Seepage, sar(ng.roct sec)
Guf-a>GF 7,-e,7eA �tyw�td in �x,sf•�s /.e�oe-i //
i �� �vircc� /h cxro4.nsoo�
GFI-ERAL REMARKS:
Iaorfo.n eleva,�'/o.� o>` eX/st�inQ /a�oort �/ 7
I
d CULTU12A _ 2ES©Ur?6EE' DBSF ti/E�.
24 26 26 27 28 ! 29 : 30! 31 ;32 11 33 34'1 35 36 37 38 139 40 141 42 43 j 44 45 46 47 48 49 50 51
� I k
II
I
I
�I

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner A no u s R l 11Ps County Pcnjer-
Community or Group No. Conservation Plan No.___ _
Estimated Depth of Water to Top of Dam 6.6 Ft. Length of Flood Pool -Ft..
Date of Field Hazard I'nvestigation 4-16 - 92.
Evaluation by reach of flood plain downstream to the, point of estimated minor, effect.
from sudden dam failure.
- Est..:Elev. - -St. Elevation
Kind of :Improvements.: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above . :Floodwater Above
Flood Plain: Flood Pl.ain
Ft: Ft. % Ft. Ft.
2
3 ..
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach_Tkr�a is r%a 1204v,�;;6: loss o-P (.;e. or damage. .-a "M4;n�
or 'N6 'ox rho. Ltnk from a sudden beg&C . Sawy et be e k ,4 i so Vce_+ N.W. a;
I&q 66n ;��e., {� faklw►a el� e4'de, 4a gawk-;Ysl Creak uo-4J.
q
Hazard Classification of Dam a(�. b, c) (see REM-Part 520.21)
Dam Classification ,_(I, II, III , 6 V) r
BY - +a. 4,6 �a Date . II; 195Z -
name title
Concurred By ' Date�`f�� Gc�
name title
NQTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS_
All dams built with technical assistance from the ISoil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds., except in borderline cases, can .
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained. tlirough field studies and for documenting the
hazard classification Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with .the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach--that .is--a section of the dam be. suddenly and
completely washed 'out. - It is to be assumed that a wall of water will be
released equal to the height of `the dam. This flood wave will be reduced
in. height as it �moves down the flood plain. The wave height (depth of
fl-ooding) should be `eva"luated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes , buildings, roads, ut-ilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, i.n a narrow steep valley slopes .
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.
q

Nutrient Management Plan For Animal Waste Utilization
12-02-2011
This plan has been prepared for: This plan has been developed by:
PHILLIPS PARTNERS Jason Turner
ANGUS PHILLIPS Pender SWCD
124 PHILLIPS DRIVE P.O. Box 248
801 S. Walker Street
WALLACE, NC 28466 Burgaw, NC 28425
910-285-7147 91 0-259-9123 #3
eveloper Signature
Type of Plane Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the.operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the(Required Specifications concerning anima]
waste management that are included with this plan.
2—
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.(Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: �-
echnical Specialist Signature Date
-------- ----------------------------- - ---- ----------------------------------------------------------------------------
769228 Database Version 3.1 Date Printed: 12-02-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S9 !Swine Farrowing-Weanling Lagoon Liquid waste generated 7,697,200 gals/year by a
12,400 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 11863
Incorporated 20373
Injected - 22436
Irrigated 12894
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12,613 16868 -4,255 10,443,079 -2,755,879
-------- -- - ---------------s--------------- ------ - -
Note: In source ID,S means standard source;U means user de€med source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
586622 Database Version 3.1 Date Printed: 12-02-2011 Source Page Page 1 of 1

Narrative
APPLICATION DATES WERE CHANGED FROM THE STANDARD DATES DUE TO GROWING
SEASON OF COASTAL BERMUDA HAY IN PENDER COUNTY ON TYPICAL YEARS.UNLESS
WE A EARLY KILLING FROST.DWQ INSPECTORS WERE OKAY WITH THESE DATES
DURING INSPECTIONS ON THE FARM.
THIS A AMENDMENT TO THE CURRENT WUP FOR THIS FARM(6-19-07). HYBRID BERMUDA
GRASS HAS DIED OUT AND COMMON BERMUDA HAS TAKEN OVER.PRODUCER IS
PLANTING ROUNDUP SOYBEANS THIS SUMMER AND WHEAT IN THE FALL FOR THE
WINTER.WHEAT WILL EITHER HEAD OUT FOR GRAIN OR BE CUT FOR HAY.IT WILL BE
REMOVED FROM THE FIELDS. SEEDED HYBRID BERMUDA WILL BE RESEEDED NEXT
MAY 2008,WHEN THE GROUND TEMPERATURE GOS OVER 65 DEGREES.NEW WUP WWIZLL
BE COMPLETED NEXT SPRING. THIS PLAN SHOWS THE CENTER PIVOT FOR FIELDS 20&26
THAT WAS INSTALLED THIS SPRING BY RAINMAN IRRIGATION.
FIELDS THAT WERE PLANTED INTO SOYBEANS HAVE BEEN REPLANTED INTO HYRID
BERMUDA GRASS THIS SPRING. THIS IS ACCORDING TO THE PILOT PROGRAM REVIEW
DONE THIS WEEK. LJT 12-2-11
-------------------------------------------------------------------------------------------------------------------------------------------- -
586622 Database Version 3.1 Date Printed: 12-02-2011 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1611 1 N 7.12 7.12 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 1-S 2.84 2.84 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 2-N 6.25 6.25 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 2-S 2.49 2.49 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
161.1 3-N 6.30 6.30 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
J611 3-S 2.52 2.52 N/A Goldsboro Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 4-N 3.55 3.55 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 4-Sa 6.51 6.51 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 4-Sb 2.61 2.61 N/A Goldsboro Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 5-N 7.93 7.93 N/A Norfolk CereaVAnnual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 5-S1 7.57 7.57 N/A Norfolk Cereal/Annual Rye O/S, Hay4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 5-S2 3.05 3.05 N/A iGoldsboro Cereal/Annual Rye US, Hay4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
1611 CP 20&26 42.70 18.50 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
PLAN TOTALS: 101.44 77.24
586622 Database Version 3.1 Date Printed 12/2/2011
PCS Page Page 1 of 2
NOTE: Symbol*means user entered data.

LI Potential Leaching T Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
<=10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the-root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
586622 Database Version 3.1 Date Printed 1 2/2120 1 1
PCS Page Page 2-of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each soutce is also included: A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid I Liquid Solid
PA Fert. (lbs/A) PA MenureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1611 1-N 59 Norfolk 7.12 7.12 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 424.48 0.00
1611 1-N S9 Norfolk 1.12 7.12 Hybrid Bermudagrass Hay 6.5 Tons*3115-10/1 296 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1611 1-3 S9 Norfolk 2.84 2.84 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 169.321 0.00
1611 1-S S9 Norfolk 2.84 2.84 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1611 2-N S9 Norfolk 6.25 6.25 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 372.61 0.00
1611 2-N S9 Norfolk 6.25 6.25 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 1 0 Irrig. 0 0.00 0.00 0.00 0.00
1611 2-S S9 Norfolk 2.49 2.49 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 148.45 0.00
1611 2-S S9 Norfolk 2.49 2.49 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1611 3-N S9 Norfolk 6.30 6.30 Cereal/Annual Rye O/S, Hay-4n Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 375.59 0.00
1611 3-N S9 Norfolk 6.30 6.30 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1611 3-S S9 Goldsboro 2.52 2.52 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 150.24 0.00
1611 3-S S9 Goldsboro 2.52 2.52 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0Irrig. 0 0.00 0.00 0.00 0.00
1611 4-N 59 Norfolk 3.55 3.55 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0Irrig. 100 59.58 0.00 211.52 0.00
1611 4-N S9 Norfolk 3.55 3.55 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 *305 0 0Irrig. 305 181.73 0.00 645.13 0.00
1611 4-Sa S9 Norfolk 6.51 6.51 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0Irrig. 100 59.62 0.00 388.11 0.00
1611 4-Sa S9 Norfolk 6.51 6.51 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 01 brig. 0 0.00 0.00 0.00 0.00
586622 Database Version 3.1 Date Printed: 12/2/2011 WUT Page Page 1 of 2

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. . (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Applic. Applic. 1000
Source Total Use. Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
Crop RYE Period N N N
1611 4-Sb S9 Goldsboro 2.61 2.61 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 155.60 0.00
1611 4-Sb S9 Goldsboro 2.61 2.61 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 brig. 0 0.00 A-0
0.00 0.00
1611 5-N S9 Norfolk 7.93 7.93 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.58 0.00 472.49 0.00
1611 5-N S9 Norfolk 7.93 7.93 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 *305 0 0 brig. 305 181.73 0.00 1,441.09 0.00
1611 5-S1 S9 Norfolk 7.57 7.57 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 451.31 0.00
1611 5-51 S9 Norfolk 7.57 7.57 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 brig. 0 0.00 0.00 0.00 0.00
1611 5-52 S9 Goldsboro 3.05 3.05 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Irrig. 100 59.62 0.00 181.84 0.00
1611 5-S2 S9 Goldsboro 3.05 3.05 Hybrid Bermudagrass Hay 6.5 Tons*3/15-10/1 296 0 0 Irrig. .i 0 0.00 0.00 0.00 0.00
1611 CP 20&2 S9 Norfolk 42.70 18.50 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons*10/15-3/1 100 0 0 Broad. 100 64.80 0.00 1,198.84 0.00
1611 CP 20&2 S9 Norfolk 42.70 18.50 Hybrid Bermudagrass Hay 6.5 Tons*3115-10/1 *305 0 0 Broad. 305 197.65 0.00 3,656.47 0.00
Total Applied,1000 gallons 10,443.08
'total Produced,1006 gallons 7,687.20
Balance,1000 gallons -2,755.88
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
586622 Database Version 3.1 Date Printed: 12/2/2011 WV1'Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. -Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1611 1-N Norfolk 0.50 1.0
1611 1=S Norfolk0.50 1.0
1611 2-N Norfolk
1611 1.0
1611 2-S Norfolk 0.50 1.0
1611 3-N Norfolk 0.50 1.0
1611 3-S Goldsboro 0.50 1.0
1611 4-N N orfolk 0.50 1.0
1611 4-Sa Norfolk 0.50 1.0
1611 4-Sb Goldsboro 0.50 1.0
1611 5-N Norfolk 0.50 1.0
1611 5-SI Norfolk 0.50 1.0
1611 5-S2 Goldsboro 0.50 1.0
596622 Database Version 3.1 Date Printed 12/2/2011 IAF Page Palle 1 of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
en application rates shown in the second column.
the number of animals in the facility and the plant available nitrog
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application-of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. 'If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluen"t-cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres .
Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge- Standard
Com 120 bu 150 13.16
71.12 142.23 213.35
Hay 6 ton R.Y.E. 300 26.32
35.56 71.1 106.67
2
Soybean 40 bu 160 14.04
66.67 133.34 200.01
- - - - - -------------------------------------------------------------------------
- ------------------------------- - - ---- ---
- ---------------- - Sludge Page Page l o
---------------------------------- - -- -
586622 Database Version 3.1 Date Printed: 12-02-2011 g

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month-ofthe plM—Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste StoraLe Ca acin
Capacity
Source Name Swine Farrowin -Weanlin La oan (Days)
Li uid Design n Storage
Start Date 10/15 180
Plan Year Month Available Storage Capacity(Days)
1 1 160
1 2 177
1 3 180
1 4 164
1 5 160
1 6 171
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 160
*Available Storage Capacity is calculated as of the end of each month.
-------- - ----------------------- -----
-- - ---------------------------------
586622 Database Version 3.1 Date Printed: 12-02-2011 Capacity Page-Page 1 of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has-an agreement for use of adequate land on which to properly apply the
waste. If the producer 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed,the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, MRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates.not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from.the site during application. No ponding should occur in order
to control odor and flies.
_________________________________________________ _ _ __
______________________________________________________________________
586622 Database Version 3.1 Date Printed: 12/2/2011 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways,waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,toilets, sinks,
etc., shall not be discharged into the animal waste management system.
----------------
---------------- ----------------- -------------------------------------
586622 Database Version 3.1 Date Printed: 12/2/2011 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary,to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the-owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist'should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it-should only be applied pre-plant with no.further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate.. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these 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 five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
586622 Database Version 3.1 Date Printed: 12/2/2011 Specification-Page 3

N
Steven W.Troxler North Carolina Department of Agriculture Dr.Colleen Hudak-wise
Commissioner and Consumer Services Director
Agronomic Division
Ms.Christine B.Lawson
Program Manager APROVED ONE YR MODIFICATION FOR
Animal Feeding Operations Program FARM 2/— a. ij./li FOR OVER-SEEDED
Department of Environmental Quality BERMUDA FIELDS WITH ANNUAL WINTER
1636 Mail Service Center COVER CROP. THIS MUST BE ATTACHED TO
Raleigh, NC 27699-1636 YOUR WASTE MGT PLAN & IRRIGATION RECORDS
November 25,2015
Dear Ms. Lawson,
Regarding the request for recommendations to assist swine farms in managing the recent heavy fall rains
which have substantially lagoon levels,we have discussed via telephone and more generally in the SB1217
interagency Workgroup some ways that certain farms could receive some one-year blanket relief from NCDENR-
DWR. Below are some recommendations which I feel will assist while maintaining the agronomic soundness of
Realist Yield Expectation based nutrient management. These recommendations will assist both those farms which
currently apply swine lagoon effluent to bermudagrass hayfields oversown with a winter annual forage, at the 100
Ib/A PAN rate under limited application windows, and those which apply effluent to hayfields and pastures utilizing
the 50 Ib/A PAN rate on the oversown winter annual crop. Farms operating under both systems may elect to accept
the terms applied for the blanket permission or may remain under the currently prescribed management.
1) Farms which choose to operate under this one-year variance are certifying that the winter annual
forage has been properly sown and has come up.
2) Farms will be allowed to convert for one winter from the 50 Ib/A PAN rate to the 100 Ib/A PAN rate.
3) The split application window normally required for the 100 lb/A PAN rate will be waived under the
following limitations_
a. PAN applied during the two-month period of December and January will be limited to 25 lb/A
b. PAN applied after February 29 shall be charged against the PAN rate allowed for the
bermudagrass component of the system.
4) The winter annual component must be adequately grazed or mechanically harvested by April 15 in
order to minimize suppressive effects on the bermudagrass component of the system. For this one
year,farms which are normally required to harvest the winter annual forage mechanically, may elect to
remove that cover by,grazing with livestock.
If we assume that the OIC has already applied a standard allowance of 50 lb/A PAN, then by January 31,
an additional 25 Ib/A PAN could be applied.At an assumed concentration of 2 lb PAN per 1000 gallons effluent,
that would equal only about one-half acre-inch of effluent. Although December and January are not months when
high N uptake would be expected, 25 Ib/A is a modest amount, and would be allowable under the 50 lb limited
system. Further, in wet soil conditions, I would expect denitrification to be a significant factor in maintaining the
environmental integrity of this relief recommendation.
1040 Mail Service Center,Raleigh,North Carolina 27699-1040
[phone] 0 Fax[phone]
TTY:1-800-735-2962 Voice: 1-877-735-8200
An Equal Opportunity Affirmative Action Employer

renaer county FSA wevana uetermfnation Identifiers Disclaimer:Wetland Identifiers do not represent the size,shape,
{ Restricted Use or specific determination of the area. Refer to your original OAcre CYO EL RP
determination ICPA-026 and attached maps)for exact wetland p
Farm 3666 Tract �'�1 Q Limited Restrictions boundaries and determinations,or contact NRCS.
Ewn I from Conser.at:.nn Compliance Provisions
1 4.57 N
wry 2 1.26 N
r ��^ 3 1. 66 N
4 ; 4 7. 30
N
1 lr _ 5 26.6 N
� 6 6. 43 N
�
7 0. 70 3 �. � N
':•. 8 0.84 N
9 1.07 N
�►+" �' 10 1.20 N
11 17.84 N
13 2. 76 N
15 1. 38 , N
,r 16 2. 05 N
w
17 2. 40 N
#�' ? 18 1. 88 N
• � 19 2.70 N
20 18 91 N
23 1.06 N
26 23. 8. N
27 10. 9C N
28 10. 7E N
31 1. 04 N
32 1. 69 N
I - r
r
r A •
` N .:
- '�� Total Cropland Acres

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PIN: 3304-39-2389-000L Sale Price: Acres:364.59 Pender County
Owner: ANGUS&MIKE PHILLIPS LLC Sale Date: 2006-12-28 Land Value:$610,373
124 PHILLIPS DR Plat: NOPLAT Building Value: $185,618
Account No: 896045 Total value:$398,230 1:13,042
WALLACE,NC 28466 0 0.075 0.15 0.3 mi
Township: UNION Deferred Value:$397,761 ,
Deed Ref: 3130/279
Subdivision: ExemptAmount: o 0.15 0.3 a.s km
Tax Codes: G01 F33 R40 S63 PCL Class:R 1 inch = 1,087 feet N
Property
Address: 526 TEST FARM RD Heated Sq Feet:::::1072::1055::::: W E
March 20, 2019
Description: 364.59 AC SR 1309 SWINE BREEDER HOUSES ON 33043923890001 .

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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;
Gad Recommended best management practices;
WI Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 3K Dry floors
Floor surfaces Wet manure-covered floors /Slotted floors; - -
0' Waterers located over slotted floors;
1 ff"'Feeders at high end of solid floors;
Gr Scrape manure buildup from floors;
O ZPnderfloor ventilation for drying
Manure collection pits • Urine Frequent manure removal b flush' q y ,pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation Ventilation exhaust fans • Volatile gases; --�l-Vfficient
an maintenance; _ f
a Dust air movement
Indoor surfaces • Dust pry Washdown between groups of animals;
0/�eed additives;
L� Feeder covers;
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon Cl Flush tank covers.; � --
liquid while tanks are filling 11 Extend fill lines to near bottom of tanks with
_ anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
flit recharge points 0 Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers --
filling and drawdown
Outside drain collection 9 Agitation during wastewater p Box covers,
or junction boxes conveyance
AMOC-November 11, 1996, Page 3

r Source Cause BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; roper lagoon liquid capacity;
• Biological mixing; Vorrect lagoon startup procedures;
• Agitation R/Minimum surface area-to-volume ratio;
6 Minimum agitation whegpumping;
❑ Mechanical aeration;
❑Alroven biological additives
rr Iigation sprinkler • High pressure agitation; 91 ! igate on dry days with little or no wind;
nozzles . Wind drift Minimum recommended operating pressure;
( /Pump intake near lagoon liquid surface;
Pump from second-stage lagoon
Storage tank or basin + Partial microbial decomposition; ❑ Bottom or midlevel loading; ~
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Par$al microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge * Agitation when spreading; ❑ Soil injection of slurry/sludges; v
spreader outlets Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 lirs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Payen biological additives or oxidants -
Dead animals • Carcass decomposition &K Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion ❑ Secondary stack burners
AMOC-November 11, 1996, Page 4

Source Cause R: BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 11 Farm access road maintenance
public roads from farm
access
Additional Information Available From
Swine Manure Management; 0200 Rule/BMP Packet NCSU',County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE I29-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual' NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996, Page 5

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
El [0'/ 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.
F-1 El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200,
Rendering at a Tendering-plant-ticensed under G:S. 1-06-168.7.
Complete incineration according to 02 NCAC 52C .0102,
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case.of dead poultry only, placing in a disposal pit of a size and design approved'by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
D Q Any method which, in the professional opinionrof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must.be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. ,The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
A�_
Signature of Technical Specialist Date

Insect Control Checklist for Animal Operations
_Source Cause BMPs to Control Insects Site Specific Practices
_ Liquid Systems
Flush Gutters • Accumulation of solids 17 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
C1 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Ff 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.
f Dry Systems
Feeders • Feed Spillage Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
cumulation of decaying wastage.
an up spillage on a routine basis(e.g.,7- 10
s day'��terval during summer; 15-30 day interval
_ gyring winter).
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
Zoisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1

Swine Farm Waste Management Odor Control Checklist
Source ' Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
Gad Recommended best management practices;
WI Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 3K Dry floors
Floor surfaces Wet manure-covered floors /Slotted floors; - -
0' Waterers located over slotted floors;
1 ff"'Feeders at high end of solid floors;
Gr Scrape manure buildup from floors;
O ZPnderfloor ventilation for drying
Manure collection pits • Urine Frequent manure removal b flush' q y ,pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation Ventilation exhaust fans • Volatile gases; --�l-Vfficient
an maintenance; _ f
a Dust air movement
Indoor surfaces • Dust pry Washdown between groups of animals;
0/�eed additives;
L� Feeder covers;
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon Cl Flush tank covers.; � --
liquid while tanks are filling 11 Extend fill lines to near bottom of tanks with
_ anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
flit recharge points 0 Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers --
filling and drawdown
Outside drain collection 9 Agitation during wastewater p Box covers,
or junction boxes conveyance
AMOC-November 11, 1996, Page 3

r Source Cause BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; roper lagoon liquid capacity;
• Biological mixing; Vorrect lagoon startup procedures;
• Agitation R/Minimum surface area-to-volume ratio;
6 Minimum agitation whegpumping;
❑ Mechanical aeration;
❑Alroven biological additives
rr Iigation sprinkler • High pressure agitation; 91 ! igate on dry days with little or no wind;
nozzles . Wind drift Minimum recommended operating pressure;
( /Pump intake near lagoon liquid surface;
Pump from second-stage lagoon
Storage tank or basin + Partial microbial decomposition; ❑ Bottom or midlevel loading; ~
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Par$al microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge * Agitation when spreading; ❑ Soil injection of slurry/sludges; v
spreader outlets Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 lirs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Payen biological additives or oxidants -
Dead animals • Carcass decomposition &K Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion ❑ Secondary stack burners
AMOC-November 11, 1996, Page 4

Source Cause R: BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 11 Farm access road maintenance
public roads from farm
access
Additional Information Available From
Swine Manure Management; 0200 Rule/BMP Packet NCSU',County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE I29-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual' NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
_Source Cause BMPs to Control Insects Site Specific Practices
_ Liquid Systems
Flush Gutters • Accumulation of solids 17 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
C1 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Ff 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.
f Dry Systems
Feeders • Feed Spillage Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
cumulation of decaying wastage.
an up spillage on a routine basis(e.g.,7- 10
s day'��terval during summer; 15-30 day interval
_ gyring winter).
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
Zoisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1

Source Cause BMl's to Control Insects. u Site Sitecific Practices
Animal Holding Areas Accutulations of animal wastes Ef Eliminate low areas that trap moisture along
mid feed wastage fences and oilier locations where waste
n° accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to mutimize .
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10 �^
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,'Box 7613,North Carolina State University,
Raleigh,NC,21695-7613.
t
AM1C-November 11, 1996, Page 2

f~ `
�
`
'
CAUTION
Check for Underground Utilities
�
r � ���. .
__-
���
Operato : ���� ���_________________________
j_ _
P | ease review the att�ched p | �n aod speci � ications
carefui | y. Retai � this p | �n for your use and records . It is
stroo8 ! y recomeeoded th�t you, your contractor , and Soi |
Conservation Service personne � are in aSreement �s to how
the wzste | aSoo / � s to be constructed . The So | | Conservation
Service person'�e � wi | | meet with a / / concerned parties and
wa ( k over the � � te to exp | ain a | | f | a8s and markin8s . It is
\ mportant that everyone understand what is expected so that
f � :� | cons�r�� � ion meet p | ans and specification so the Job
c�n be certified for payment if costshare is invo | ved .
The pad dimensions and Srades are the best estimates . The
DUILDER or CONTRACTOR is RESPONSIBLE for the fina | | ayout
and desi8n of the pads . The Soi � Conservation Service
personne } wi | | assist in a } imited � apacity, as its maJor
concern is tha proper desi3n and construction of the waste
treatment | a800n .
T�e actua | amount of materi � | required for pads and dam may
vary from the estimates . The design wi | | attompt to ba | ance
cuts and as c | ose as possib | e . If additiona | materia |
is required after construction is comp | ete on the | aSoon ,
the c �ntractor and the ooner wi | | ne8ot � ate on the price and
| ocation of the borrow area.
NOTE:
�esi3n Requirement : _2�
Est . Excavation : ��� ��+{/4_cu. ft .
Est . Pad & Dike : cu. ft .
Ratio
Desi8ned I,;
Design Approva | : ___`�_~�
Date : L-_ ' `—`1 [~�� /
z*�-__�__�_�ƒ..........--

Operator:Angus Phillips County: Pender Date : 12-16-93
Distance to nearest residence (other than owner) : 2000 feet
1 . STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs . = 0
0 Sows (farrow to feeder) X 522 lbs . = 0
0 Head (finishing only) X 135 lbs . = 0
1200 Sows (farrow to wean) X 433 lbs . = 519600
0 Head (wean to feeder) X 30 lbs . 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 519600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 519600 lbs . SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/1b. SSLW= 0 . 0 CF/lb. SSLW
Volume = 5l9,600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
c� 9
Volume = -ter6- cubic feet rGqje-s
4 . TOTAL DESIGN VOLUME
Inside top : length 310 feet width 310 feet
Top of dike at elevation 52 . 70 feet
Freeboard 1 . 0 feet Side slopes 2 . 50 : 1 (inside)
Total design lagoon liquid level at elevation 51 . 70 feet
Bottom of lagoon at elevation 41 . 70 feet
Seasonal high water table elevation 48 . 30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 . 5 2 . 5 2 . 5 305 . 0 305 . 0 10 . 00
AREA OF TOP
LENGTH X WIDTH
305 305 93025 (Area of Top)
AREA Off'. BOTTOM
LENGTH X WIDTH =
255 255 65025 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
280 280 313600 (Area of Midsection X 4)
CU. FT. _ [Area top+ (4XArea Midsection) +Area Bottom] X Depth/6
93025 313600 65025 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 786083 CU. FT.
G 4 G

5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top_ of dike)
Length X Width =
310 310 96100 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 96100 Square Feet
Design temporary storage to be 180 days .
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 519600 Lbs . SSLW X CF of waste/lb/day X 180
Volume = 127198 Cubic feet
B . 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 56058 . 333 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 8 . 0 inches / 12 inches per foot X DA
Volume = 64067 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 127198 Cubic feet
5B . 0 Cubic feet
5C. 56058 Cubic feet
5D. 64067 Cubic feet
TOTAL 247323 Cubic feet

r
6 . SUMMARY
Total required volume = 766923 Cubic feet
Total design volume avail . = 786083 Cubic feet
Min. , regrd. trtmnt . vol . plus sludge accum. = 519600 Cu. Ft .
At elev. 48 . 70 Ft; Vol= 520508 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 722017 Cu. Ft .
At elev. 51 . 00 Ft; Vol= 721710 Cubic feet (start pumping)
Seasonal high water table elevation is 48 . 30 Feet, ,which must
be lower than the elevation of top of treatment volume 48 . 70
DESIGNED BY: APPROVED BY: 1"',
n
DATE: 6 / r DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES :

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas . All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot . Satisfactory disposition will be made of all
debris . The foundation area shall be loosened thoroughly before
placement of embankment material . Lagoon site (and pad site if
needed) to be stripped of topsoil (311 ) and stockpiled for use .on dike
and pad slopes (2-311 ) . The topsoiling quantity is in excess of
amounts specified on page one (I) -
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS . Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement . The embankment of the lagoon shall be installed
using the more impervious materials . Construction of fill
heights shall include ten (10) percent for settlement . To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i .e . -CL, SC, CH) . Refer to the soil investigation
information in the plans for special considerations . Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet .

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control . The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years . The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the .highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches .
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each 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 on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops .
The following items are to be carried out :
1 . It is strongly recommended tha 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 pre-
charging is completed, 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 B) before land application.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 51 . 00 as marked by permanent markers . Stop pump-out
when the fluid level reaches elevation 48 . 70 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 183256 cubic feet or 1370758 gallons . As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0 .4
inches per hour.
5 . Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc . Do not pump within
300 feet of a residence or within 100 feet of a well .
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.
NOTES :

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US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
aft 1%5 CEI W W wi m uux: n m,
zn
PENDER County, North Carolina
Designer : Checker
Date : 08/11 /92 Date
LAGOON EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 41 .7
Beginning Station = 395+.6
395+ . 6 to 5+00 C\2.5CL255/2.5 0.00000 ft>ft
5+00 to 6+00 C\2.5CL255/2.5 0 . 00000 ft/ft
6+00 to 672'+75 ^ C\2.5CL255/2.5 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 395+.6
ORIGINAL DATA:
0. 0 / 48.7 100. 0 / 50.5 200.0 / 50.5 300.0 / 50.9 400. 0 / 49.6
�ECTION NUHBER 2
Centerline Station 5+00
ORIGINAL DATA:
0, 0 / 46.0 100. 0 / 49. 1 200.0 / 51 . 1 300. 0 / 50.3 400.0 / 49.3
SECTION NUMBER 3
Centerline Station 6+00
ORIGINAL DATA:
0. 0 / 46. 7 100. 0 / 50.5 200.0 / 50. 0 300. 0 / 49' 6 400.0 / 49. 1
SECTION NUMBER 4 `
Centerline Station 672.+75
ORIGINAL DATA:
0.0 11 48.7 100. 0 / 50.1 200.0 / 49. 1 300. 0 / 49' 1 400. 0 / 48 .2

_
^ .
READY
A B C D E F G H
212
213 LENGTH WIDTH SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
�14 ^ 296.5 = 296.5 2.5 2.5 2.5 2 .5 8.3
215
�16 AREA OF TOP
217 LENGTH * WIDTH =
218 296.5 296. 5 87912.3 (AREA OF TOP )
219
�20 AREA OF BOTTOM
221 Lb * Wb =
222 255.0 255.0 65025.0 (AREA OF BOTTOM>
�23
224 AREA OF MIDSECTION
226 275.8 275.8 304152.3 (AREA OF MIDSECTION * 4�
227
228 CU. YD. = (AREA TOP + Al": MIDSECTION> + AREA BOTTOM) �
229 87912.3 304152.3 65025.0
230
231 VOLUME OFACAVATED YARDAGE =
18-Jan-94 03: 19 PM N
^
-�- r-4,-`�� / �

^ ^ SEEl .8 RECOMMENDATIONS
------_----------------
AREA TO BE SEEDED: 6. 0 ACRES
USE THE SEED MIXTURE INDICATED:
360. 0 L8S. FESCUE GRASS 1 60 LBS. PER ACRE
- - �
(BEST SUITED ON CLAYEY OR MO^ST SOIL CONDITIONS)
SEEDING DATES: 8EPTEMBER 15 TO NOVEMBER 30
0 .0 LBS . "PENSACOLA" 8AHIA GRASS @ 60 LBS. PER ACRE
( SEE FOOTNOTE NUMBER 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
0.0 LBS. HULLED BERMUDA 6RASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
180 .0 LBS. RYE GRAIN @ 30 LBS . PER ACRE (NURSERY FOR FESCUE)
0 .0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEM8ER 1 TO MARCH 30
LBS. ...................................................________________________________________
APPLY THE FOLLOWING:
6000 LBS. OF 10-10- 10 FERTILIZER ( 1000 LBS. PER ACRE )
12. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
600 DALES OF SMALL GRAIN STRAW ( 100 SALES PER ACRE)
ALL SURFACE DRAINS SHOULD DE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVIN8 IS CO|1PLETED . APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH .
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENY .
APPLY MULCH AND SECURE WITH A MULCH ANCHORIN8 TOOL OR NETTIN8 .
1 . PENSACOLA 8AHIA GRASS IS GLOWER TO ESTABLISH THAN COMMON
8ERMUDA GRASS . WHEN USING 8AHIA , IT IS RECOMMENDED THAT 8
L8S. PER ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL DAHIA8RA5S IS ESTABLISHED.

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Ilk
-�
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.BM 14.5^' �� �. 640
r
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ATe
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✓ Park
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1940
` ! Um [,t,Y• f
10.
l` 1.. D �l i/ - , r o �- •c'Dispose
Henderson 4 t
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z Park —
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Attachment B
` 'age 1 of 3
North Carolina Agricultural Eztensiozz Service
-,Agri-Waste Management
Bialogicai mzd Agri=:ltruai r=O=ring state
aF LAB AP9..IcaTIOa Bb'ir5
.lames C. Barkaz*
A_ Se=:L-Solid Lot,Xamure
i. Scraped directly mum Lot in=a spreader ..
•a: Fran loaded spreader, Celle= abaci=+2 lbs of +*a==P- mom
s_=;:ereaz locations Usi=g •noj7metaL'is
:. ii .:FreesS==age ,
-a. callecr about 2. Ibs of tee padar the . zss=
a
F avaidtag . matsiials Wand`vs�g uLic coLlec=rs
.. 1. .:, __.,•
•1•
4: ^mow• .. P V
L. Unr1e= sloctad-floor pi..
AL. r *+read` i I%Z' •T,?is caaduit. open, on, both earls ia=a
4... _
- •,.: =2=arm =0 pi=t!Io
. +-* . .p
:b Sea1 vgper earl of caaduiL (e_g a b ower end
of coadmit) trapping manse rba= has eatarsd lover and, reaove
and enpry slur-7 into plastic buckat or nm=eral?is caaraiaer
c. Take sabsamples I—am 5 or more loca,".-ons or an, Ieast 2. spear:.
d. Lis and add about 3/4. pi= to nonmetallic sample s:s:araiaer.
Fx..eri�z..srsrage basin or rank s
a. Hake sure maassa has been well -4--ad vith. a liquid •+��+*,rZ
chopper-agitator p=p or propeller agitatar.
b. Take subsamples f=om about 5 pit locations, boa agitator puap
or from -avow spreader and place in a plasmic bucket_
* Professor and Extension, Spec4a?=mot, Biological and Ag_i=lt%xral Enginee=g
Depar=ent, North CarzU= State University, Raleigh, NC.

`tachment B
_age 2 of 3
t
- L
c. Mix and add 3/4 pint to a nonmetallic sample container.
r-s .•
6 Lagoon Liquid
J. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe.
- to flush tanks in a no—tallic sample container.
U. From lagoon
a. Place a small bottle (1/2 pint or less) on and of 14-15" pole.
b. Extend bottle 14-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within V of liquid surface.
e. Empty. 'into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nommetallic sample cantai.aer:
. D. Broiler or Tssrkey Litter
n i. 8Ouse litter r
a 4isually inspect litter for are**t+ as: of varying quality. a g• ;
areas ,around feeders and waterers,': and estimate percent.of.,
floor surface -In each area
b .Take about S, Iitter subs Iss at locations` ro .ortiouate to
�P P P
item a. -S.g if 20% of littar of sini].ar`visual quality is
aro=d feeders and waterers, take 1 subsample...there ,and the
---_ -- -other=4' subsamples'`.from .rp �;*+ o£ floor``-surfaa8: ---- --- - --
_.
c. At each locat�.on,'collect litter from a 6" by 6* area down to
:earr..h'floor.and place in a plastic bucket
d.•~After•5:7 subsamples have'been'added "to 'the bucket;' mix, and add
about Z-3 Ibs litter to a nonmetallic sample container such as
= a I-gallon freezer bag and 'seal.
- ii. From stackpil.a -
a_ Take subsamples� from about 5 locations at least 18" 1.nt0 pile
b- Mix, add 2-3 Ibs to aoametallic'sampIs'cc atauier'and seal

Attachment B
• Page 3 of 3
r
II. SAMPLE PREPAEATION AHD TRANSFER
r
{ A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
'soaps, or treat in any other way.
B. Pack sample in ice, ref--igerata, freeze, or transfer to lab quickly.
C. Hand-delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material suck as
newspaper, box or package with wrapping paper, and tape. .
E. Commercial sample containers and mailers are also available. Contacts:
L. A&L Eastern Agricultural Lab, I=. iii. Polyfoam Packers Corp.
7621 Thitepine Road •'2320 S. Foster Avenue
Richmond,. VA 23237 Theeliag, IL 60090
Ph: [phone] Ph: [phone]
ii_ Fisher Scientific Co. iv.' NASCO
....3315 Tinton Road - 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, TI :53538
'Ph: [phone] Ph:. [phone]
F aZi lbut sle are costl4a pPri
G The NCDA provl.des this service for North Carolina residents
i_ Address North -Carolina Departmeat `of Agriculture
Agraaomie'Division
k
:P
laat/Tasze%So or lution Advisory Section
Blue Ridge Road Centaz
... P.O. Ras 27647
Raleigh .NC ':27611 —
Ph: (919)733-Z655
Atta: Dr. Ray Campbell
U. Forward $4 along with tha sample
iii. Include the following idemtific at!oa information with sample:
a. Livestock species (dairy, swine;..turkey, etc.)
b. Livestock usage (swine-nursery; finishing; turkey-breeders,
brooderhouse, grower, nvmher flocks grown oa:'littar; etc.)
c. 'Waste type (dairy-lot scraped zn=*+t=re, liquid slurry; swine-pit:
slurry, lagoon liquid, sludge; broiler-house Litter, s=ckpila.
iv. Routine analyses performed on all samples: N, P, X, Ca, HS, Na,
S, Fe, Ma, Za, Ca, B
v. Additional analyses performed upon request: DX, 'No, Cd, Ni, Pb

Angus IXilh( s La5va n txspa_nwa
LAGOON DESIGN CHECK LIST
N/a r1! Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
Storage Volumes
tea--* designed volume exceeds needs
�! all temporary storage is designed above the seasonable high
water table.
,e. minimum of 6 feet treatment volume depth available
,d,l no sludge storage statement included if landowner so requests
Operation & Maintenance Plan (sheet included)
ra! begin and end pump-out elevations shown
Location Sketch (included);.
distance and direction to nearest residence shown
road numbers shown
tee! north arrow shown
Hazard Classification Sheet (NC-ENG-34 included)
A- distance to nearest stream in event of dike failure shown
.ke distance to nearest public road in event of failure shown
.e:' topo map of area to support a & b above included
Waste Utilization Plan (included)
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc. ) crops shown
b. signatures of producer & person preparing plan
tee ' pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
legible ASCS maps of effluent disposal fields included
e. legible soil survey sheets . showing all effluent disposal
fields included
.Xrl 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
borings 2. 0' below designed bottom of lagoon
location & elevation of borings in relation to grid survey
seasonal high water table at highest elevation
borrow area location shown

Seeding specifications included (lagoon dike and other exposed
areas around buildings)
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 identif ied
,.z: protection of liner during initial filling and near flush
pipes addressed
Grid Sheet (original or ledgable copy)
,w* gridded area large enough to include embankment slopes and
surface water diversions
location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
le. surf ace water removal (pipes, outlets, etc) shown
�Y. soil borings location shown
�! TBM location & elevation shown
i'. existing utilities located (if applicable)
1e. Typical cross-section included
,e. dike elevation & top width shown
.bl lagoon bottom elevation shown
.e.! side slopes shown
Ar. effluent outlet pipe invert elevation shown
,e! building pads - elevation & grade shown
,e. cut-off trench shown - if required
,gn liner shown - if required
volume computations
a. excavation
b. dike fill
c. pad fill
Summary Sheet
a: design requirements
b. excavation volume
c. fill volumes
d cut-fill ratio
e.. job class
Location of subsurface drainage (if present)
,141 Presence of utilities addressed
mil. observation of cultural resources statement included
operation is outside of jurisdictional limits of municipalities

LAGOON DESIGN CHECK LIST
1. Copy of 026- and supporting maps included if clearing involved.
( including access roads and waste application system sites)
r 2 . Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3 . Storage Volumes
--a. designed volume exceeds needs
j -b. all temporary storage is designed above the seasonable high
water table.
LC. minimum of 6 feet treatment volume depth available
`d. no sludge storage statement included if laridowner so requests
­-4 . Operation & Maintenance Plan (sheet included)
a. begin and end pump-out elevations shown
5 . Location Sketch (included)
o .a distance and direction to nearest residence shown
b road numbers shown
,c. north arrow shown
'6 . Hazard Classification Sheet (NC-ENG-34 included)
a. distance to nearest stream in event of dike failure shown
= --b. distance to nearest public road in event of failure shown
T
_-e-. topo map of area to support a & b above included
7 . Waste Utilization Plan (included)
✓a. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc. ) crops shown
b. signatures of producer & person preparing plan
t. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
-d. legible ASCS maps of effluent disposal fields included
tee. legible soil survey sheets showing all effluent disposal
fields included
-f suitability of soils for crops planned assured
,,- g. attachment "B" on sampling procedure included
S . Soil Investigation Sheet (SCS-ENG-538 included)
tea. minimum of three borings orb Class IV & V lagoons
b. borings 2 .0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
d. seasonal high water table at highest elevation
✓_e. borrow area location shown
��'� r

LAGOON DESIGN CHECK LIST
6 _ , 2-
copy of 026 and maps if clearing involved.
Dam Safety - Z -
-,�c Dike over 15 feet to down stream slope and over 10 acre feet
storage to top of dike.
�-` Adequacy of storage volumes -
"' a designed volume exceeds needs
all temporary storage stored above seasonal high watertable
�- include statement from landowner when he requests no sludge
storage
minimum 6 feet treatment volume depth
Operation & Maintenance Plan (sheet) -
begin and end pump-out elevations
Location sketch -
distances to nearest residence
road numbers
-c. north arrow
X :X Hazard Classification Sheet (NC-ENG-34)
"alr
a. distance to nearest stream in event of dike failure
jb. distance to nearest public road in event of failure
_c. topo map showing lagoon location and information to support a,
7. Waste Utilization Plan
show all tracts & field numbers, field acreage, crops eA..1e Ra,
signatures of producer & per on preuaring plan C2's�
agreement sheet signed by adjoining landowner if needed -
showing tract numbers, field numbers, acres, etc.
Y ASCS maps of fields to be used for effluent disposal
-dam soil survey sheets showing all fields
►- check suitability of soils for crops planned
include attachment "B" on sampling procedure A�414
' Soil Investigation Sheet (SCS-ENG-538)
minimum of three borings on Class IV & V lagoons
borings 2.0' below designed bottom of lagoon 2 a✓:
,�: location & elevation of borings in relation to grid survey
mod. seasonal high watertable

,9. Seeding Specifications (lagoon dike and other exposed areas aroun
buildings)
10. Construction Specifications (sheet) -
-, a. address need for cut-of f trench
-b. address need for sealing with compacted impervious material a
identify anticipated location of such areas
11. Grid Sheet -
�x: location & dimensions of lagoon & buildings
gi b: TBM location & elevation vja,e
e " location of soil borings c A<
A. surface water removal (pipe outlets, etc. ) Need
`? - Typical cross-section
dike elevation & top width
lagoon bottom elevation
side slopes
—d effluent outlet pipe invert elevation
Le: building pads - elevation & grade
�= cut-off trench (if required)
3. volume Computations -
vefa, excavation -
dike fill
:-c. pad fill
--r4. Summary Sheet -
'a. design requirements
—b. excavation volume
--c. fill volumes
—d. cut-fill ratio
job class
4.k5. Statement on observation of cultural resources

-------------------------
mond VMS
please r2Vj2W
ne attached plan and specification-E
carefully .
contractor , _ < :
5vrongy recomm9od&O that you, your
is to
be+ constructed ;
wa ; h uver the Ote to exPlain all flogs and markings . it is
important that everyone n i• ! and what
v expected
-A +�final construcKon i..: -
!�lei: plans specification 4i I�.
can be cert & W for payment if costshare is involveM
The pad dimensions and grades are the best estimates . The
BUILDER or CONTRACTOR is RESPONSIBLE for tne final
and design of Me pads . The Soi 1 Conservation Service
per..Lonnel will assist in a limited capacity, as its
conc -Drn is the proper design and construction Of the wast '
1.r _..:tiiie:. - lagoon .
The
tual
of material required for pads and dam may
- - from: i i m t h ie estimates .1 1-h e design will attempt to balance
cuts __.. ... fills as close Possible -
� _. _. ' : additional
= complete
v i 1 i �� l.: _ :v .. : � F - .'f'!f'1•{ 4
is
required after construction negotiate
_v l� __ on price _
the contractor and the owner will
nd
location of the borrow area.
NOTE G
Design Requirement ! cu. ydsu
Est . Excavation :
77 Date :
Des i gned By .
DesYgn
_ �
Dv e:

'
SPECIFICATIONS FOR FOR CONSTRUCTION OF WASTE TREATMENT LA8OONS
----------------------------------------------------------
C | e�ring : .
---------
A | | trees and brush shall be removed from the construction area
before any excavating or fi' i | is started . Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material . '
Cut-off Trench:
---------------
A cut-off trench (when specified ) shall be installed as shown in
the plans . �+�'"'�� "�^~"/ ° � ` � - QY'^* no ' ^440 rc "A~~ ,; / � �=c ��� / /
Construction :
-------------
Construction of excavated and earthfi | | areas shall be f d t
per orme o
the neat lines and grades as planned . Deviations from this will
require prior approval of the SCS. Earthfi | | shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement . The embankment of the lagoon ihy | | be installed using
the more impervious materials . Construction of fill heights shall
include ten ( 10) percent for settlement. To protect against seepage ,
when areas of unsuitable material are encountered , they will need to
be excavated a minimum of one ( 1 ) foot below grade and backfi | | ed and
compacted with a suitable material ( ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation .
Vegetation :
--------------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
tonstruction .

~ ~
'
/
`
Jperator :ANGUS PHILLIPS County: PENDER Date: 08/05/92
Jistance to nearest rqsidence (other than owner ) : 2000.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish ) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder ) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
1200 sows (farrow to wean) x 433 lbs. = 519600 lbs
0 head (wean to feeder ) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 519600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 519600 lbs. SSLW x Treatment Volume(CF ) /lb ' SSLW
Treatment Volume(CF ) /lb . SSLW::!:: 1 CF/lb . SSLW
Volume = 51960b cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic
`
4 . TOTAL DESIGN VOLUME
Inside top length 310.0 feet ; Inside top width 310. 0 feet
Top of dike at elevation 52 .7 feet
Freeboard 1 . 0 feet ; Side slopes 2 '5 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 51 . 7 feet
Bottom of lagoon elevation 41 .7 feet ,
Seasonal high water table elevation 48.0 feet
Total design volume using prismoidal formula
SS/END! SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2'5 2 .5 2.5 305.0 305.0 10.0
AREA OF TOP
LENGTH is WIDTH =
305'0 305.0 93025.0 (AREA OF TOP>
AREA OF BOTTOM
LENGTH * WIDTH =
255.0 255. 0 65025.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
280.0 280.0 313600.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
93025. 0 . 313600.0 65025.0 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 786083 CU. FT.

- - - ------
`
^
. ^
<
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
310.0 310.0 96100.0 square feet
Buildings ( roof and lot Water )
Length * Width =
0.0 0.0 0 .0 square feet
TOTAL DA 96100.0 square feet
Decign temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 .00136
Volume = 519600 Lbs. SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 126889 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 Pccounted 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 = 56058.3 cubic feet

'
-
5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 60062 .5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 126889 cubic feet
5B' 0 cubic feet
5C. 56058 cubic feet
5D. 60063 cubic feet
TOTAL 243010 cubic feet
6. SUMMARY
Total required volume 762610 cubic feet
Total design volume avail . 786083 cubic feet
Min. req . treatment volume plus sludge accumulation 519600 cubic fee
At elev. 48.7 feet ; Volume is 520508 cubic feet (end pumping )
Total design volume less 25yr-24hr storm is 726021 cubic feet
At elev. 51 .0 feet ; Volume is 721710 cubic feet (start pumping )
Seasonal high water table elevation 48.0 feK;
7. DESIGNED BY: {� APPROVED BY:
DATE: 9%~ DATE: F. //
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
�
�
VA !
> �
v!` '
i� )/

� r
_JJIECHN _AL SOILS DESCR,IPTION REPOR_
Angus Phillips - Phillips, Angus
—F
Map Soil name and description
Symbol
GoA Goldsboro tine sandy Tooam, 0 to 2 percent slopes
These nearly level, very deep, moderately well drained
soils are on uplands . They formed in loamy marine
sediments . They have a loamy surface layer and subsoil .
Permeability is moderate and shrink-swell potential is
low. Seasonal high water table is within a depth of 2 . 0
i
to 3 . 0 feet .
Mk Muckalee loam, frequently flooded
These nearly level, very deep, poorly drained soils are
on flood plains . They formed in loamy and sandy
alluvial sediments . They have a loamy surface layer.
The underlying materials are loamy or sandy.
Permeability is moderate and shrink-swell potential is
low. Seasonal high water table is within a depth of 1 . 0
foot . These soils are subject to frequent flooding.
NoB Norfolk loamy fine sand, 2 to 6 percent slopes
These gently sloping, very deep, well drained soils are
on uplands . They formed in loamy marine sediments . They
have a sandy surface layer and a loamy subsoil .
Permeability is moderate and shrink-swell potential is
low. Seasonal high water table is below 4 . 0 feet .
Ra Rains fine sandy loam
These nearly level, very deep, poorly drained soils are
on broad flats and in slight depressions on uplands .
They formed in loamy marine sediments . They have a
loamy surface layer and subsoil . Permeability is
moderate and shrink-swell potential is low. Seasonal
high water table is within a depth of 1 . 0 foot .

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
La-Acion
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED SITE
FARMER'S NAME A DISTRICT 7�
.DATE Any- 1 1G 49z COUNTY
S.C. S. PHOTO SHEET NO. _ WORK UNIT
WATERSHEI) AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES papqB CLASS WORK UNIT CONSERVATIOi IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Apprm. scale 1"= 100 feet)
Locate rderence point in center line of dam and identify on sketch.
1
I Q
II �
f
i I ,
i"y zo
�.
D
O p
SHOW BORING NUMBER AND PROFILE
DEPTH ake and 11st dam•site and pillway borings first-then pondeW ma and borrow pit borings•separate with vertical nod line.
(Continued on back where essaryl Show water table eleuarWns on dam-site borings.
SCALE 1 8' ti � 13 114 13 1 117 1119 19 120 21 22 23
J
2 -3 Se-
I 5L,Ic I I
^L' 1SC,-IJu
7 1c5 j r r eL c
ry- g SC,s =L G+-+I CH
IJ
rL
BORINGS MADE BY CO6'�+ 41�� -s SIGNATURE & TITLE C1�
[ D CU�1��¢l ae SaJ(L C!

;.ulture NC-ENG-34
J. S. Department of A' September 1980
Soil Conservation Service File Code: Z10
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
County e d e
Landowner 6vs4 11�-f�I� ) J
Conservation Plan No.
Community or, Group No.
Estimated Depth of Water to Top of Dam �, o Ft. Length of Flood Pool _1L
Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden ..dam failure..
Est. E1ev. st. evation
• Kind of ..Improvements.: of Breach
.. Length:; Width- Slope: Land Use : Improvements. ,.' Abovlain.FloFdoodePlabnVe
Reach: Len9 Flood P
2 .
'be potential for loss of 1-"ife and damage to existing or probable°future downstream
Describe p
improvements from a sudden breach
�re.a��. Sew er- C�ecll 1S /SO reP� �a�L�wf.Si o�
or ��Iurc /" �o er�en.rs From a suddeRo e h t—'�iJf/.Ce4 pv/)-/�
JG Tb
Hazard Classification of Dam 3, b, c) (see NEM-Part 520.21)
�Qyaa
m Classification (I , II, III , , V)
Date
tag �' 17 9
BY
name ti tl e
Date
Concurred By title
name
NOTE: 2. Att ctions on everse se
ach additional sheets as needed.

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OPERATION AND MAINTENANCE PLAN
______________________________
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations , and
the amount of fresh water added to the system'
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application, include solid set ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage-
to crops,
The following items are to be carried out :
1 . It is strongly recommended that the treatment lagoon be pre
charged to HE 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.
2. The attached waste utilization Wan shall be followed . This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 51 .0 as marked by permanent markers . Stop pump-out when
the fluid level reaches elevation 48.7 or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) ' ;I
4. The recommended maximum amount to apply per irrigation is
ohe ( 1 > inch and the recommended maximum application rate is 0.4
inch per hour .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a 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 .
S. The Clean Water Act of 1977 prohibits the discharge of
pollutahts into waters of the United States. The Department of
EnAronment , Health , and Natural Resources, Division of Environ-
mental Management , has the responsibility for enforcing this law.

I
Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed s month temporary storage is an estimated
volume based on: I) waste from animals; ZZ) excess. rai nfal I
after evaporation; and g) the largest 24 hour _(one day)..___ _------
rainfall that occurs on the average of once every c5 years.
The volume of waste generated from a given number of animals
wi ! l be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on T inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfal ! is approximately 8 inches. Therefore, an average
of 8 inches of excess rainfall will need to be pumped each
year. The Z5 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
al ways „be..ava.i lab le. A maximum elevation is determined in
each .design to begin pumping and this is usually the outlet
invert.., of. pipe .from building(s) : If the outlet pipe is not
_-i nsta l,.! ed ::an .the e.l evat i on to begin pumping, a permanent
marker:,must be ..i.nstaIfed on this ' e1evation .to indi Cate .when.
�p ;ning stiiauld begin After initial fi I I ing af ,LLlagaan, a
m`in mum 6 feet depth must ,be maintained for aner4bic
treatmentf�kwaste An"elevatiarc must be established to
stop peunpt>7g to:maintain the minimum treatment depth
Furnp �ng cantbe started ar -stopped .anytime between ,these Jtwa .
=. e`Ievatiansfar,aperat �^ng convenience so long as :site
..f '
=� conditions permit (conditions are .weather soil , crop, acid
r
-equipment to apply waste ta : prevent..runoff - or leaching) .
For this Lagaon�thema�eimum elevatiari to begin pumping is
/,r3.feet ~and the m„i n i mum 'e I evert i on �ta pump as s _ S_7 feet.
-- _
' Thee i gnyrtemporarystorage', I ess5.year,.storm, i s
cub i CT, or /, �iul a 1 bons As stated' before, this vo I ume
i l l vary ca t i derab l y from -year. to ,year.
,. This lagoon is designed=to flush buildin s with recycled
lagoon liquid,.-.and fresh water should not be ,:used
for
}`}. :flushrn3 after. ,initial :fi I I ing
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/
0H-Yer-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
41;W M k.1 W 0=1 bi 1: K_5_ 1 1=0 12;
zn
PENDER County, North Carolina
Designer : Checke�� ..... ...........................................
Date : 08/11 /92 Date
*******************************************************************************
LAGOON EXCAVATION
] �* EXCAVATION ** | ** FILL **
Bot Left Right Off-CL | CL Dist | Area Volume | Area Volume
Width SS SS (ft ) 1 Sta (ft ) | (SqFt ) (Cu.Yds) | (SqFt ) (Cu.Yds )
| | |
255 2 .5: 1 2.5: 1 37.5 i 395+ .b 1 2400.6
1 104 | 8901 .4 i 0.0
255 2.50 2.5: 1 37 '5 ) 5+00 1 2203. 6 1 0.0
( 100 | 17067.8 | 0.0
255 2 .50 2 . 5: 1 37.5 / 6+00 ) 2206.3 ) 0.0
\ 73 | 22986. 5 | 0. 0
255 2 .5: 1 2 .5: 1 37 .5 167P.+75 1 2187.0 1 0.0
/

0fIRN 2/�5/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in,10 100 b" Pe i 5 U ii
in
Pender County , North Carolina
Checker ~-
Designer : _______________
Date : 08/05/92 Date
| ** EXCAVATION ** | ** FILL **
Top Left Right Off-CL | CL Dist | Area Volume | Area Volume
Width SS SS ( ft ) | Sta ( ft ) | (SqFt) (Cu.Yds ) | ( SqFt ) (Cu.Yds )
| | |
10 2 5: 1 2.5: 1 6T . 5 | 0+00 | 0.0 | 123.4
^ 90 | 0 0 | 314. 0
| ^
10 2.5: 1 2.5: 1 67 .5 | 0+90 | 0.0 | 65 .0
| 100 | 0.0 537. 1
10 2.5: 1 2 .5: 1 67 .5 | 1+90 | 0.0 | 55 .5
| 100 | 0." 724.3
10 2 .5: 1 2 .5: 1 67.5 1 2+90 1 0.0 45.6
| 20 | 0. 0 | 760.6
10 2.311 2.5: 1 67.� | 3+10 | 0.0 | 52.3
^ | I[` 0.0 | 780.4
10 2.5 : 1 �.5: 1 6T.5 | 3+20 � 0.0 | 54 .8
^ | 20 | 0.0 | 813.0
10 2 5: 1 2.5: 1 67.5 | 3+40 | 0.0 | 33.3
^ 0 957 3
| 10O | ^0 � ^
10 2.5: 1 2 .5 : 1 67.5 | 4+40 | 0 .0 | 44 .T
| 100 | 0 .0 | 1148.6
10 2.5: 1 2.5: 1 67 .5 | 5+40 | 0.0 | 58 .6
| 120 | 0.0 | 1536. 1
10 2.50 2.5 : 1 96.5 | 6+60 | 0.0 1 115.8
^ � � 101915. 5
| 100 | . -
10 2.50 2.5: 1 96.5 1 7+60 1 0 .0 78.3
| 100 | 0.0 < 2082.6
10 2 5: 1 2.5 : 1 96.5 | 8+60 | 0.0 | 22 . 7
^ | 100 | 0.0 2Z42 . 1
10 2.5: 1 2 .5 : 1 96.5 | 9+60 | 0.0 . 63. 4
^ 0 0 | 2586 1
| 90 | ^ ^
10 2^5*1 2 .5 : 1 95.0 1 10+50 1 0.0 1 143. 1
| 100� | 0.0 | 3170. 4
10 2 5: 1 2.5: 1 95 .0 | 11+50 | 0.0 1 172. 4
^ 2
.
3634
00 |
| 100 | .
10 2.5: 1 2.5: 1 95.0 1 12+50 1 0.0 1 78. 1
| 30 | 0.0 | 3765. 1

`
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OH-lRM2/1��
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
01131 TV!
in
Pender County , North Carolina
Designer : Checker _______________
Date : 08/05/92 Date _______________
| ** EXCAVATION ** | ** FILL **
Top Left Right Off-CL | CL Dist | Area Volume | Area Vo | ume
Aidth SS SS ( ft ) | Sta ( ft ) (SqFt ) (Cu.Yds ) | (SqFt ) (Cu.Yds )
| | |
80 3: 1 3: 1 35.0 1 0+30 ! 0 .0
| 70 | 0.0 | 2518. 5
80 311 311 35.0 1 1+00 1 0.0 1 1007.4
| 100 � 0 ,0 | 5953. 0
80 3: 1 3: 1 35.0 | 2+00 | 0.0 | 847. 1
| 70 0. 0 | 8281 .4
80 311 3: 1 35.0 1 2+70 | 0.0 1 949. 1
| 30 | 0.0 | 9221 .8
80 3: 1 3: 1 35.0 | 3+00 | 0.0 | T43.6
| 80 | 0 . 0 | 11648.5
80 311 3: 1 35.0 1 3+80 | 0.0 1 894.4

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SEEDING RECOMMENDATIONS
---1-------------- -------
AREA TO BE SEEDED: 6.0 ACRES '
USE THE SEED MIXTURE INDICATED:
360 L8S. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
' SEEDING DATES: SEPTEM8ER 15 TO NOVEM8ER 30
0 LBS. ' PENSACOLA ' 8AHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES : MARCH 15 TO JUNE 30
0 LBS . HULLED BERMUDA GRASS @ 8 LBS. /AC .
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 10 LBS. /ACRE (NURSERY FOR FESCUE)
0 L8S. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TQ- MARCH 30
LBS. _ ..._....................... ............................................_____________________________
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE)
, 12 TONS OF DOLOMITIC LIME (2 TONS/ACRE )
600 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 SIM7LAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 , PENSACOLA 8AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA 8E INCLUDED TO PROVIDE COVER
UNTIL 8AHIAGRASS 19 ESTABLISHED.

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WASTE UTILIZATION PLAN
----------------
Owners name­ gAngus name-- :An8us Phillips County:Pender
Mai | Address- :Wilmington NC
Type of production unit---- :Far-Wean
Type of waste faci | ity----- :Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level , it must be land applied at a specified rate to prevent
pollution of surface and/or ground water . The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on 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 and annual soil tests
are 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 ma: imize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner . 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 .,
Soil types are important as they have different infiltration
rates and leaching potential . Waste shall not be applied to
| and eroding at greater than 5 tons per acre per year . Do not
apply waste on saturated soils or on land when the surface is
Frozen . Either of these conditions may result in runoff to
surFace watars . Wind conditions should also be considered to
avoid drift and downwind odor prob | ems . To maximize the value
of nutrients for crop production and to reduce the potential
for pollution , the waste should be applied to a growing crop or
not more than 30 days prior to planting . injecting the waste
or disking will conserve nutrients and reduce odor problems -.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility . Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility .
The design of your waste management facility is based on the
following :
Amount of Waste Produced Per Year :
----------------------------------
1200 animals x 6. 1 tons waste/anima | /yr= 7313 tons
tota | waste

/ * -
Page 2
Amount or P | ant Avai | ab | e Nitro8en Produced Per Year :
-------------------------_�-_- .......----....................................-........... ...............
1200 anima | s x 5.40 | bs . N/anima | /year = 6480 | bs . /yr
Avai / ab | e N
App | yin8 the above amount of wastc is a biS Job. You shou | d
p ( an time and have appropriate equipment to app | y the was�e in
a time | y manner . Your faci | ity is designed for 180 days of
s�ora...
e . Therefore , it wi | | need to be pumped every 6
months .
Tract Fie | d Soi | Crop Yie | d Lbs . N Acres Lbs . N Month to
No . No . Type Code Per Ac . Used Appiy
----- ----- ----- ----- ----- ----- ----- ----- ........................
1611 5 NoA/NoB 4 5 Tons 2757150 MAR-AUG
----- ----- ----- ----- ----- ----- ----- -----
------
Tota | 26.0 7150
Avai | ab | e Nitro3en 6480
Surp � us Or Deficit -670
Crop codes : 1=Cere� | ...rain ; 2=Corn ; 3=Fescue ; 4=RanSe Gr . Bermuda
5=Contro | Gr....zed 8ermuda; 6=Hay | and Bermuda
Narrative of Oper�tion :
........--............-....-....... .......................-....---
................................................................. ..................................... ................._..................................................................................._........................................................ ...........
..................._..........................................................................................................................................................................................................................................................................
........._............................... ................................. ..........................................._....._............................._ ......................................................... ....................................
_
_.................. ..........................................................................................................................._.............._........................................._................................................_..................
.............._................................... ......................_...................._ ........................................................................._..................................................................................................
Ca | | the Soi | and Water Conservation Distr � ct Office after you
receive waste an� } ysis report to obtain the amount per �cre to
app | y and the irrigation �pp | ic�tion rate prior to app | yin8
waste .
Preparedby: _................=~.............=......................................................................... ... .........................._���........... �..........����
N�me Tit | e Date
Concurred in by: _ ______ ____
^ Producer Date
(Copy ij copy

"t Attachment B
age 1 of 3
North Carolina Agricultural cstension service
- i—Was- - Managemen-
- e
B�oiogir�and Engineering North Cc�H=stair I��ersity
ses'tE Sa,+wr_�nar:, dggyYSIS M .�a==
R
-XXVZST=
of � AP-=C&T= $azgs
I: sa�zE co�s.�c�o�
A. Seai-solid Lot.Baase
-
Scraped directly Iat��Trnye=
Pr
a Frain`loaded"spzeadez,` .calleer abau= 2 Ibs of **
sa1ZZc
�e sam
d.�ferea= t, r loca�.oas vs' aonma ` ecrazs r
�g, 3 'YtL 4 Call 4
I OR
ON
D�'
/i�T�r �..P "- .�c- .r ;`i �i�� t�i �°rt"`'F�s-u�`.Sry•� F -. .�". i � r,+'� _ � y
ty7 �.sWii
z rf {rr wtia n, a eCr �OStL Z��S Of" Cm i.�suas.: „L �e Sii�dCB C'L2S=
� �7 T!f'}77fIP
actors
NN
`r� ! iX;y 1� 1-+is: I-' "''Y',��,r`
i
r ] G` x + s Ry7, :r..`ta" 1•"�,--�'i -+ - - ''1 .S 1r - t, '4;.
rh �� F° e� w�' 4. �-x..y ".c`S -
..i-, .»i 'Niryy.. F''�'� a•`' r•,P i.e. 1 .
t w4 Sind F y :'Q ,PSG+ {vT� ".`S3x -+a ,E Cy'Cc I Y
1 IIader slotted floor^pity ° a# rv�,4ea y -
-�- TY
T.
a yztead a 1/Z' metallic conduit open on bor.� earls ?eta
_ r r
manure to pity floor Lry1LFI
� f ,
b Seal upper.-earl of caaduit '(e g ,. Pg a
emove
. . - t of caada�t) � �psag manse; that._ has.ea=ersd
x and: t9 slur_y.;iato:;plassic bucket or noameullic `caatauie-
w
c Take subsamples .�cm 5 or more loeazLo= or at least 1 gssart
d 2ix and add. abaut 3
pzat..ta acnme=aZhc Is caasatnes
k_
F=teriar S=oragn bas=.a or taa�c
a.' ?iake'`sse manse has been yell wed .with. a liquid aazttt=a
chcspper-agitator pu=p or propeller agitasar.
b. Take s�bsamples from about 5 Pit
locations, -dam agitator puzmp
or f`aa ire spreader and place in a plas.4-c bucket.
* Professor and Extension Specialist, Biological and Agricultural E.gineeriag
Depar=eat, No==h caro.1ina Stara University, Raleigh, NC-

Attachment B
Page 3 of 3
II. SAMPU PREPARATION AND TRANSFER
(J A.. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water.but do not use disinfectants,
soaps, or .treat in any other way.
B. Pack sample is ice._ref igerats, freeze, or transfer to lab quickly
C. Hand-delivery is most reliable way of sample transfer
D. If mailed, protect sample container with packing material. such as
newspaper, box or package with wrapping paper, and :tape
E. Commercial sample containers and mailers are also available Contacts
:i. A&L Eastern Agricultural Lab. Inc fii Polpfoam. Packers Corp
7621 .Ghitepine Road '.2320..S Foster Avenue
8ic2�mond,; VA _.23237 Vheeling. IL' ;60090
Ph
Ph 804)743-9401
-(312)398 0210
Fisher Scientific Ca iv
anesvill
3315 Aintaaoa
Rd NAS CO
- e
1 3 Avenue
Ralei , NC `'27604 Fort Atkiasoa, 'WI 53538
Ph (414)563 2446
Ph [phone]
; ti
buts le anal ses are costly
F Private aaalyccal labs are available, �P y
'*-tY'xt - -� � +"+. d"-� 2« �Crvr-�� k,rFY� �"# "�, ' v��•r�+�'s'ty+.S t--�39
:-:- -2k �,�''' ` L•:. ,;.-r•' ' a{' ?'.L„x.. ram,, '4"� ".
G The NCDA provides this service: for l�arth`Carolina residents �{
00
• a £' n�* ..t, � WA
� � Eap� "
a� °aa„ ,.ar,: ,� trY�'. i�� �Qfss,,�� C1Sl'.tTSL'@-.may 7 -�,r r�� '+ s.
>Address Nort�t Carolina ;Departm N`i4 z z d t
� e a a .. -tFi i 'c4] :z.g - F �� 'c r'. *-3`
Agroa_omic Di _ion �� Wi
"cgFl3atasZe/SoZ ion
also eL'tfOa'
Bl4.
ue Bidge Roam Cease=
r �.:P O �BoZ'2764T-� � n -t {t•J t a U r
_ Raleigh:8C � 2?6I3. 4 Fz�
_Ph (919)733 265 �r
be
Arta Dr Bap Camp
&�� '�`
�withthe
ii.' Fcrvard $4 along sample ] 4' h M
R
ii�.. Include he following -ideatificat�oa information with sample
a. Livestock species (dairy, swine turkey, etc )
b. .Liv�stock usage (swine
nursery. finishing', turkey breeders,
rooderhouse, grower,`-number
;b flocks oa 1a.tter, etc )
c Aasta, type (dai-iy-Iat "scraped manure quid slurry, swine pit
slu=ty. lagoon liquid, sludge, broiler ho�sse litter,
stockpile
erformed on all s les 8, P, �, Ca. lig, Na,
iv. Routine analyses p �P
v. Additional analyses performed upon request: DX, No, Cd, Ni, Pb

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