310667_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
expire. As required by these permits, facilities that have been issued
Non-Discharge for Animal Waste Management Systems will
g General Permits must apply Certificates of Coverage to operate under these State
must be received by the Division of Water Resources by no later than April 3,2019.pnor to their expiration date. Therefore, all applications
Please do not leave any question unanswered Please veri
Application must be signed and dated by the perminee
fy all information and make any necessary corrections below.
1• Farm Number: 31_p667
2. Facility Name: Certificate Of Coverage Number:Lind _AWS� 310667
3. Landowner's Name(same as on the Waste Management Plan
4. Landowners Mailing Address: ) Hem P Lucas
2000 Neer T�o�,e Ch�ch cd
City: Turkey
Telephone Number: State: NC
910-990� Zip: 28393
5. Facility's physical Address: E-mail:
635 McGowan Rd
City: Faison
6 CountyState: NC
Zip: 2834I
where Facility is located:
Dunlin
fferent from Landowner):
7, Farm Manager's Name(if di
8. Farm Manager's telephone number(include area :code Phili B Sanderson
) 910-296-74
9. Integrator's Name(if there is not an Integrator,
write"None").-
10. Operator Name(01c). Phili B.Sanderson BrO LLC
11. Lessee's Name(if there is not a Lessee,write"None,,): Phone No.: 910-2 1
OIC#: 19113
12. Indicate animal operation type and number:
Current Permit:
Operations Type
Swine-Feeder to Finish Allowable Count
Oireratil 9,792
Swine
Wean to Finish Cattle
Dairy Calf DryR pnultw
Wean to Feeder Non LayingOther
Farrow to Finish Dairy Heifer iChickens Horses-Horses
Feeder to Finish Milk Cow Laying Chickens Horses-Other
Dry Cow Pullets
Farrow to Wean Turkeys Sheep-Sheep
FarfOW to Feeder Beef Stocker Calf Sheep-Other
Boaz/Stud
Beef Feeder Turkey Pullet
Gilts Beef Broad Cow
Other Wit'
Other Non Laying pullet
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
Structure Date Estimated Design Freeboard
Name Built (Clay,Synthetic,Unknown) Capacity Surface Area "Redline
2351(FRONT) (Inches)
(Cubic Feet) (Square Feet) )
2352(BACK) 130,680.00 19.50
87,120.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
I- The most recent Waste Utilization-Plan(WUP),si ned bz the-owner-and a-certified technical s ecialist.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
C. 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 MRCS 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 6. management practices noted
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: 2019PennitRenewal@ncdenrgov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name:
Title: _
Signature: +
-- Date: _
Name:
_ Title: _
Signature: _ _
--- - - Date:
Name:
- - - - - - - - - - - - - - - - Title:
Signature: - - - - - - - - - -- - -
-- - - - - - - - -- --- - Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number.[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER REOMED/NCUMDWR
Governor
MICHAEL&REGAN i
Secmrary
LINDA CULPEPpER APR 12 2019
Drrvor NORTH CAROLINA
Environmental Quality Wawr Qualpy
Henry P Lucas RIl Opersaons
Sell
Linda's Farm February 27,2019
2000 New Hope Church Rd
Turkey,NC 28393
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the
which expire on September 30, 2019. Copies of the new Animal Waste Operation State Nou_Dischar e
athi� s!/de .nc ov2abourtdivisi nsh NT-resources/water- all- g General Permits,
animal waste operation State Non-Discharge General permits
re Tonal-o.eratioaslafo or by writing or calling: are available
NCDEQ_DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
ge
In order to assure your continued covera
permit covers a to the Division er th State Non Dischar e
11! Enclosed ti ou will General Permits u must submit an
A irin State Non-Discharge General d a °R uest for Certificate fFalication for
Please note that Permrt The 1'cation form must be c ° Covers a cil 1 Current! Covered b
ou must inMlnde one 1 leted-____signed and re
Mom leted an s' aed a M of the Certified Animal W ed by Aril 3 2019.
a lication form. Ircation form, I'st of items aste Mana ement Plan included in the CAWMp can be found on a CAWMP wrth the
e 2 of the renews!
Failure to request renewal of your coverage under a general permit
Operation or your facility without 'Overage p within the time period specified may
result in assessments of civil penalties of up $tun 00 per day. general permit would constitute a violation of NCGSIt 143-215 in a `1'and could
If you have any questions about the State Non-Discharge
General permits,
free to contact the Animal Feedingthe enclosed applicatio
Operations Branch staffat 919-707-9100. n� or any related matter please feel
Sincerely,
Jon Risgaard,Section Chief
Enclosures Animal Feeding Operations and Groundwater Section
cc(w/o enclosures): Wil�inetQn Regional Office,Water
Du lin County Soil and Water ConseQrvativali ty Regional Operations Section
District
AFOG Section Central Files-AWS310667
dVIumby-Brown LLC
hortF,Dsr�;rzDep_nmzntofEnviranmzntatQuelty I Diroisi�nofll'zterRes�u;c=_s
,� r' 512 h.S5!sbun•St_1 1636 Ne S Servdce Center Rsfe gh.,North C6ra ir=27855.1 ^c
6a

>:,rn?ti *:;�:`•;i�'S`;i.3,iti ':5`:::� `Y?vx.:::x:.a.•::xa�??.wyt-..
.--:":iCi:i::XCi':�i::u? 'y'ii::"' .. ..: ..... .-M.•:Ji.::t:.}::!;n':•:x.:.:?ti:.::v
\ni`x\1:U-.:x..::3}^\•v. : i`-�- ..{�Y. \�:., ..:iy+ , �:::.h:.Y.ix`V}•;.••{•..vx.•jK{'- i:;'i:i:.y: •:-.x•
"his plan will be implemented in the sent that
Operation
is leaiaing' over,Qowil1g, or ta g Off the site:
nnin animal manure or lagoon effiuent from your
e:
Step (1) Stop the release or flow of manure/
effluent.
Step (2) Assess the extent of the spill and not
e any obvious-damages.
Step (3) Contact appropriate personnel and
agencies.
Murphy Fly Farms: 800-311-9458 or 910-289-643
phone list attached 9 (See Land
Nutrient Management
Department Of Environmental Management(DEM P
--_ --- ) gronal Office. _
DEM after hours emergency:_ -- —----
- __919-733-3942
Local Emergency Management System: � ----------
Local Natural Resource Conservation Service ---
Local Cooperative Extension Service: yy 4---� ----- --
Local Soil and Water Conservation District: ----- a ��
? _ - -�
'19
Localdot-movmg/hea�,
Na_m eQwPment comPanies:
2. l3rt
Local contract -- -~_~_------- --- -- -
�mg/nxigation a ipment companies:
2 ��Q5 h•- .S..r_ � Phone#
Step (4) Implement procedures - ~-- y ~~~ -------_
agencies to re st• as advised by MFF, DEM, and technical assistance
management Plan to damage,
ven 9 're
pair the system, and reassess the nutrient
future problems.
Note 1: See AIFFEnviro •
Note 2: See nmental Emergency proce
pages 89-91 of the Certi �Flowclurrt attached
�rcation Training Manwi for more details

Land&Nutrient Management Certification Manual
:nrServiceperson
ergenc%
ENVIRONMENTAL occr quali❑f
forr qualit
EMERGENCY
PROCEDURES F
on
Lagoon level has
4Lagoon has suddently dropped Irrigation/flush systems
en out without irrigating. malfunctioned creating
a significant leak.
an a temporary tit„ Yes _an 'e you capable t no
be built to stop the Construct you identi No stopping source o
discharge? temporary the discharge PP g
dike. outlet? flow.
No yes
Yes
Obtain
Take action Attempt totNo
materials
Take measures you stop th es to stop cones and make
the dischar e. Yes y P Pjo ffluent be contained o• necessary to discharge? discharge. effluent onnecessary
property. contain spill. Property. repairs.
No
No Call LNM& Contact LNM
Heavy Equipment, personnel and
Contact personnel,service Pyramid
personnel in: er.
•Land&Nutrient Mngt pperson
uction M
•Heavy,Equipment
•Servicgerson manager'
•Pyramid Manager
Monitor situation
until help arrives.
r
Inmcert.doc:03291% 64 ©MURPHY FAMILY FARMS

Land&Nrdrient Management Cerrifrcatiorr Manual
A
FOL
nnel assess
ions and call DEM.
helicopter need L Yes Contact LNM to
o assess containmen dispatch helicopter
options? (available within 30
minutes).
0
LNM and Heavy _
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
respond efforts. Meet with
DEM personnel and
document actions taken.
tnn=m-Ldoc•03/29/96 C5 OMURPHY FAMILY FARMS

Swine'Farm Waste Management Odor Control Checklist
Source Cause
Farmstead , BMPs to Minimize Odor
Swine production Vegetative or wooded buffers Site Specific Practices
Recommended best management practices
Good judgment and common sense
Animal body o Dirty manure-covered
surfaces animals Dry floors
Floor surfaces o Wet manure-covered floors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
anure collection o Urine O Underfloor ventilation for drying
M
pits, a Partial 99 Frequent manure removal by flush, pit recharge, —
microbial or scrape
decomposition_ CI Underfloor ventilation
Ventilation exhaust • Volatile gases
fans a Fan maintenance
_ Dust Efficient air movement
Fn do-6 r surfaces o Dust _
Washdo wn between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
Flush tanks , _ _covers
Agitation of recycled lagoon p Flush tank covers
liquid while tanks are filling p Extend fill lines to near bottom of tanks with
anti-siplion vents

r.
Source
Swine farm Waste Management Odor Control Cljecicli gt
Cause
Flush alleys Agitation during wastewater BMI's to Minimize Odor -
conveyance 0 Underfloor flush with underfloor ventilation Site Specific Practices
1'it recharge points • Agitation of recyc itsled lagoon p lin
liquid while are fillip Extend recharge es to near bottom with
Lift slations p g anti-siphon vents of pits
filling and drawdown
• Agitation during sump tank
0 SumP tank covers
Outside drain Agitation duringwastewater
'ollection or B --
conveyance Box covers
lu nclion boxes
Lnd of drainpipes • Agitation during wastew"—Cx�tenddixlit lagoon �arconveyancege point of pipes underneath Lagoon surfaces . lagoon
Volatile gas emissions liquid level "
id
Proper lagoon liquid capacity
Biological mixing
• Agitation Correct lagoon startup procedures
Minimum surface area-to-volume ratio
Minimum agitation when pumping
0 Mechanical aeration
rrigation sprinkler e- _—____� 0 Proven biological additives
nozzles High pressure agitation Irrigate on dry days with little o
• Wind drift r no wind
�—
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
C1 Pump from second-stage.lagoon

Swine Farm Waste Management Odor Control Checklist
Source
_ Cause 13MPs to Minimize Odor
Manure tracked onto-a Poorly maintained access
public roads from farm access road maintenance Site Specific Practices
roads
farm access
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet — _ Available From:
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treat NCSU, County Extension Center
Swine Production Facility Manure Management: Underfloor Flush—Lagoong Treatment; EBAE 128-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;rE Treatment; E NCSU—BqE
EBAE 129-88 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
BAl; 103-83 NCSU—BAE
Controlling Odors frotri-Swine Buildings; PII-I-33 NCSU—BAE
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force NCSUorSwine Extension
N.C. Pork Producers Assoc.
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107 1995 Conference Proceedings 'FloridaCommunications
da Cooperative ExtensionU Agricultural

Insect Control Checklist for Animal Operations
Source Cause
BMI's to Control Insects
Site Specific Practices
lush utters . Liquid Systems
Accumulation ccumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O Remove bridging of accumulated solids at
.agoons its . discharge
and
P 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 to S inches
:xcessive vegetative • Decaying vegetation over more than 30 percent of surface
;rowth Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
feeders . Dry Systems
Feed spillage D Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
.Clean up spillage on a routine basis (e.g., 7-to 10-
day interval during summer; 1 S- to 30-day interval
during winter)

Y
1per'ator:H. LUCAS SITE 43 County: DUPLIN
Date: 01/23/90
'istance to nearest residence (other than owner) ;
1500.0 feet
• AVERAGE LIVE WEIGHT (ALW)
0 SOWS (farrow to finish)
417
0 sows (farrow to feeder) x 22 x I 522 lbs. _
lbs. 0 lbs
3672 head (finishing only) = 0 lbs
0 sows (farrow to wean) x -3 _1"' lbs. 495720 lbs
0 head (wean to feeder) x 43 lbs. - 0 lbs
Describe other ; x 30 lbs. _
0 lbs
Tojal Average 49�720 lbs Live Wei ht =
g
• M i 1N I MU'i REQU I RED TREATMENT V OLl,ME OF LAGOOiV
Volume = 495720 lbs. ALW x Treatment Volume (CF)i 1b. ALW
Treatment 401ume(CF)/lb. ALW =
Volume = 495720 cubic feet I CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION!
Volume = 0. 0 cubic feet
• TOTAL DESIGNED VOLUME
Inside toy; length (feet)-----------
Inside top width (feet)---------- ---------- 360. c,
Top of dike elevation (feet)----------------- 301. 0
Bottom of lagoon elevation (feet)------------ 95. 8
Freeboard (feet)-----_-- _ 4�. 5
Side slopes (inside lagooni------------------ 1` ci
--- 3. 0 1
Total pesign volume using prismoidai
SS/END1 S/END2 SS/SIDE!`.� �. 0 SS/SIDE'`' _
" Q1 LEidGl;i WIDTHliE.-'i ri
3.0 354. 0
295. 0 9. 0
AREA OF TOG
LENGTH * WIDTH =
354.0 295. 0 104430 (AREA OF TOFF)
AREA OF BOTTOM
LENGTH * WIDTH =
300. 0 241.0
72300 (AREA OF BOTTOM)
AREA OF MIDSECTION;
LENGTH * WIDTH * 4
327. 0 268.0 350544 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) ,
104430. 0 AREA B7TTiii*i3 f DEPTH/6
350::,44. 0 7230c�.0
1.
Total Designed Volume Available = 790911 CU. FT.

, TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon <top of dike)
Length * Width =
3B0 e 1. 0 109360. 0 square feet
Buildings (roof and Idt water)
0. 0 square feet Describe this area.
TOTAL DR 12 60, square Eeet
Design temparaey Q®
st,rag_
period to be 1e3 days
g. Volume of waste produced
Feces & urine Production
e in gal. /day p@2 --!3& 1b. QLW 1.27
Volume = 495720 lbs. ALW1133 m —
Volame = cos. ALW ! 1. 37 gal/day 9 SIS �ais. or 121056, 2 . leo days
cubic fee;
:. Volume Of wasn water
This if tGe a;ou;e of fresh �
h fresh water used f—, water used for washingfloor
; a flush system. - or volume
the la W r water are accounted f� __ Flush systems at recirculate
- `� in =±
Vclaaa = . 2. 0 ;sllo:sZ3e. » -
y 11 days storagex7.= l,:gal ;
. �.._
Volume = 0.2 cubic Feet Per CF
Volu" 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 Z 12
in;@s per Tome
Volume = 63210. 0 cubip feet

VC!3.it1Ti: of 25 year - 'f
} hour storm
Ual;_ime =
7.5 inches / inches
he
f irr t 7�
V.l t , _ 1 lf_� h�e�: foot 1. 7{• LA 1 ima _ 67725. 0 i[i '-tltiiC feet
i;T 1L REQUIRED TEMPORARY E70PASE
JA, IL
JR. 1058 cubic feet
5CC 0 Cubic fees
5D. 6 210 Cubit feet
6 725 Cubic fee'_
•-
20993 Cubic feet
SUMMARY
_ +'ar`age Period=
Rainfall in e7(Ce- ...............
________ -
L5 ye ao - ?s 0 F "Por at i on-====__====r i8Z days
Free 24 hOu" rainfall===_____-
7. 0 inches
Side 7, inches
insl_,: top 1, �'! refit _ /�
ngth=----_---- --- C
0side t0- w ' _ _________-_ 3.0
T o rp Of dike 1 __________ _ _---_=> 360. 0 fistJ�l•(1 e/
Bottom of lag0� y 1sy _____________� "ti'I. cl feet
t ubai ,r'e,l�r:r? . �' iorl==- 41.E f_el 1
_t
Zeaso
OAA high
'ZO,C u.i;T,�._ 1 -t. _!=-' e.tevatio - -=i i7z'•711+
1: _.Ct j-' ;'[ �s;,F-.-3�Yt�- 7=�-+___=__-__•- r �1, ;: I'e=t '1
�= Y •.:,, aE ejpv. ===- - _=i c1. y feat
uOl
Required minimum f r% treatment -el-_ `i„ _! Fee-
"
=ectv,.,_nt Yr:yl' _==____---- -a:. `j feet
Start +P! m i.,g ,e'e �t e,ett i,ai;-== -} 4720 cu, ft.
'fit' _r b at �,_ _V. -____________________----? 504146 C;_., fi
-'T 1 O1 :� f
lea? 'r�'� s"• ice, Orr: t`='s,
Il at yv.",.: r;_i -.i' f '--� !rr'. r�c,l?:1•-y7 i=_ 1_
K•='-{.:ir-=C yOl l[&ie m ng elevatil�l= ' /23106 be
011 } .m p d========___--_-=-lf ` i f_
,."' 4-lUTe Planned to thir Es of _ be r.mped= _=_==--_ 184268 _,,
iine; Dh,, 19434 fu, Tt,- J _ E By: yeuired-=1 1. 5e
..
et
APPROVED t T
U By:
j �iTL -(
��c; �( aarm
N070 DATE.-
SEE ATTACHED WASTE i i;''
ZAT
i
COMMENTS: ?; r! Aga
��
f

Operator: __=---_-_
Date-:=== `_'_____�--____ —___—�n-tt 'LUCAS SITE #
=DUPLIN
TeslV
ence `
r o 're}'u'rt3r3 {'/1Ari; 1): _ _`_-- j{` �}sct�r� �farrof��to finish)-_ — ______ - -
Sows Oarro,,v to fac -_-__-_-_____ __ 1500 ft`.
Q {finishingac! only):==.= --__ _�_�—_—
.s (farrow to wean):_____
head ('&%- n to fee,�a ):— 5 72
%!e 1 AI-0 Wgrain ,t for narati nLlf
Storacle volume for slither accum- (cu. .
Trat t1ent VOILIMes (min. 1 c u. q _ +_ft "
=' + -r I'louf Plain ,-Il �IYi. _
fainfall in Qxco.-; of a ' --_ ---__ 1.0
Draina are +• vat3oi'ation fin.}=
g. a of buildi --:_-
r_� n0� �. lots is �.(J��IUMS Of�'far;h w-- If 9- fi-)=-
Tesl�►pofa storage
k9allonsJ,jay
t=eo� rrfffiaft�C�� perio
Side siope�. s(in `--__—_ ~_ 180
i,�ls' s F e goon?:=
to:� ri (-rt): — -- 7
Top vfciike al
Bottom of la "vstion ___=__——_ 30 t.0
ea-
r'S soon'elevation itt- - _ _____`-- =
Ce�i.lf'le� i111giar IaL?i�t�t�4d J ela�l.l,Tt.` _
i V0,i ;e±2 e: s
C 1lFJI den,
rl Vllii ll71L3__ 7'ri7Ts y e, ;
o;ol�pumping ei (= o; - to -_-`-__ ;��i(1 C xx�, TA' V0L 0.
g?.D 'fit L�„ 105.7S5,=
�--' or = to of vat
Rs uitQ 91 0 - g�.
-f c� nlinirnut��tee tt 11�9in-)
vol att-Iient void Inla-
L.it't1+? 8t
Sta:f i toy Pumping 012vat �: 495720 0!I. f . I'
�u; ai " P1T.
�•` ` IIf r'PI"l0 cjvil..—_-_---__ 5041 ; TR V ! O.Kx
at n Lj-tLfljl lz Elul _If: ` 0
".i'.iai vv^i'i3'££�i= Inuu ���I i�+iV t�11[Y.d� Ott?. �7
+vOTF- rlG►tls}' a Lam ' L�lii i isiii: .:4'7 f'.(,(. ft. .�.45TC3 34
i-id3-- ' _ f���. f9j1t3 I`+ Alt 7eq _ r n V
e�.}�.-i- Y4V'iCil!i=oi to E1N #.?lJt i7�Ad:_� ._'(�fl��__
to h= L;rtlpsd:-- _. 184208 cCf_ fi. '`k 9
794347 cu. ft_ TEi1,P. VL O. .x
4��r

iOPERAI T i1Jiv -ND ^Ni ti----------- ---i�----=,r1--------- SHEET 1 E -
This lagoon is designed for waste treatment (permanent storage, and
101 days of temporary a the
storage. The time required for planned
Fluid level l}�r'IIa'ler!E and t7pv'r'�tC'y' 5 D%"' t�2) 1u. be reached due to siue conditions, w_at;,'er may vary
r ad s , f1usFi;,g opar'ar ions, and the
��j to a!lloi_tnt
this system.
Me d251 ;:2d te1{Forary storage Con5lS4- oT
i1) waste f 18ti days storage for':
rotR anirT!aIs and
(" excess rair,fall after included is storage Is
the eVaper'ation. A!so
The voli_i:ae o' gene'^-=_.: Year - c4 hour storm for the location.
i ��''? + �+ d rr"'om a given ;!.imiJcr of animals will be
fairly constant throughout the year and from year to y3ar, but excess
''air1`ali •�iil vary from y=�.` o year.
-.._
- Y T 1? c-D year rainfal I will n t
o= a factor' tc considerin an an-li_taI ir:g cycle, but this storage
3iNciys be availa�i=?,
a i.r•_,.r eievatinn is de=ermined in each dasiyn =o L+ecir,
P1n'g a
eth5+ D' _ t3lety .i l=
n3(s f e o_; 1 :i ? r pipe f ' el
.3 ,eiZ ?la;r}'p 1s not :,,stalled c!4 the ale.a: i":i
�_ 1!, 1-'=: e 'when pi,T,p lei,' Sfivllld i r,_, j - � :1'f15 =l�J�a i_-
!1..4
n. H1 L
__ -'�'' eiiL?t?Zrl r _:�� 1CJL.' +rl; '1: Va �1- '- -1
_� F g vJ 7lc:i,nt�ln lagoon i i .., -_tom+115!iY�e
� � sr =a+ m=nt
__'lPing call be Started or t"Op � s t �=pF11.
�" peu ,.
e;�Vctri+�r1= ter,•., _ _L 1- ct+ ar,'f ,:l,u_
op'=r=-tin 4s:
S =] .'J9r:l.en=: site -.,�- .� .
-her, SO1'ln '1 D C lit, 'S
7 , Cr'!1N, :!� 2i.11j7ule;� in y
Or' _-:; order' apply %vi54= .i1Z+Y1_
r'1_i.I L'.''" i.o � _
-_ _ ,iiig, _..
-a.id apn -a,i on
�i1= !o_ r� di=p:]s ' ri',1-s_ - - f t'_U5111zad a an a_+c �t,c,_le
a,. -
='' i� , -'l�i�� 1 _� y +�. riZ=31'=n 1i1+=iCl�c _-lid
avel
a-- _ 1 1 g :r 1,. -t__..+ should _-_-
--.:lt�_ Jr�.
i F;t
sir, _vases ar'e t3 b E carried o_tt :
S g' r'CCVi111i1PT; ed thr,'- 1:.=t? r
/�' i - t y_ -f „ ter,•=-
L
:_•3r - - - - 1:5 C+i Ci y _ _r, l
P. pre -nar'❑ red" - _ _,
*i5':e _,,;i?r"iii _Ur1�C;._ r..+i0rs
i, _ ...
'aii i.7=_s fir'. -_
:1"r_;
r - .C;7g i_ _ F1Tla:?,
:pith r'ecyCis=dli+�>.� 'd,
or i ;SL1ing �;':.` Z11Ztltt_ i --,i :Vaser s;.Duld not
ri: li ne
_Rt'=a'_F;cd waste Llt ,
Plan i t i,at ion p=.aD� sh.a l I ,u r'e='o:F:i;:?i:•L> >Z-:1's�iil ` 12s-1,1^ c DAfc' -'- L' i��i�.=i, TIiS
'e land arplicat1on. a' �_:_`s�
Begin te,'aor'ary. stor.a-
+ a: eI-+'- _ the l . l: • fllild r'2I
=ts rvilt';:`i;-i= ilUl on , -_ •35 ,i, ='ti=r G per ;']a p? ' 1 !t'nt,r'. -t.,o , --i n-
ieVa:l
_ =7ta .r» G1 i` -=} -
--. =�iC= gali_:1=. Y - , Sw_+r1T, LF=i_a -sii= f2= r-

SHEET 2 OF
4, The r?,_cT:iaend maximum amai_!r, t
apply Per' irrigation is
c rate one (1) inh and Che
ecomm2rded ma:eim_:e a �= i etion e is 0.3
inCh Pei' hOU-0. :4._, er' �u '�.:_ Ula.ste ;_!-t;ili�atiur, P12,n for f ti;= d=ictiis,
:: 2P vegetation .on
��
y I enbankment and areas adjacent to the
=a DCn ffin-we annually. Vegetationt
shO:i1�.: '' n_ d_d
�(.o mains fit: .�-r'tlllzer_ as Pe: P
maintain a Vl�Or'OI_!s Stagy,= .
�, i ere:,r any er oiled arpas or areas damn aged by and establish. in vegetation.
g rc=dar,
7, All sur=ace runoff i- zF 1'L o `e diverted from the lagoon to stable�� �1$�S. � d;Jle
r•
8. r'?�, a minimum of =L feet grass -�
-. .. , . _ of g `'-mated t:ilff'Za';i r: ___ ar=i_.:Id
AUJi1C:J 1 . �'ic_ + ';•�. i:+rto }=2r'enliic.+ -treams.��r. �, _,i,g• i0 .I=t �.i1 `sll i,lti Cf'C 'net •D
rralder:_-*' or' WiU_ ic41 = a
',)a r(ri='. n+: t �L its ct rof a well!. waste shall Le ar�'li_� lr -
O reach
-
r. };1:Lt].lj r1 .—ways.s.
y• I I C Liean Water ._.r, _ _ .
�-''- -0 1L1mL
= �iii_,�_tr,cs in�o u c. - In e _ >`- 'is_;;,;'gr
_r.v;rer.;rre. _ i,"',e ila;oai'tnei,r of
`.! r-1:c:1* ,i•� i4.1 G,_iraI Re ;..... � i� - — -
r,age men
t -j i+l islon -0 C.-,`.•'ir on.
} ;he `2allol�siL i1ity for enf arcing this -law.aw,

SHEET 1 OF
SPECIFICATIONS, FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embarkment and building pad shall be
cleared of -treas, logs, stUnips, -roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. the topsoil from
the lagoon and pad area should be stripped and sto_kpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bored.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfili shall c_n!Farm to the lines,
grades, and elevat-ions shown on the plans. Earthfill material shall
Ge i ree- of material such as soj, r`oo s, fr'O.en soil, stem== O'Jcr'
C. inches in diameter', and Otifer' Gs7,)_C iOnaule mat-eria1. o the exs2rtt
they ar= suita-uiE. ax=a'va ed m_=' Cr'i=iS C3 1_iseU' as T111. Tine rill
shall be brdught up in approxima:ely h:orizental layers not to exceed 9
inches in thickness when loose a-," prior'- to 1_�aTlpa_}17P.. cash 13;.a '
will be compacted by complete cc,ve-rage with: the hauling and spr_a•=ing
equipment or standard tamping roller• or 0"Er eyl_iivRle,-,t metho;-;.
Compaction will be considered ad4. equate whzn fill maser�ial is observe:=
O consolidate to t'?e point that set tleme
iiOiE .'HE SPECIAL REQUIREMENTS FOR ?-'Llil:LM_--)'v OF i_I-N-ERS IN -Li'L LINER
J i_i...t lOi OF i:i E .7�'=��li i�il ..:i'V. ih. B;iI -3 'he laLgooin `rhali bE
l iistalleu iijl:4 O� the in ore i^i ?-'V3C_iB ma-er''i ie's:?I 't:fe required
?icav at,ic-ns. r'nnstructf_on f C t - - J _
_ tlI ! l.i_ � :'t.> >i?_. l i:ILi!_1J te L' percent 'r Vim
sattIeMens'; D? ces over 15 feet in h=i g-, a: � with an impoundment.
pa I�Yy 'o '_-4? 3_.`e—teE ur MO`i? fEll Linder the J-urisdiction of _i:= NC
-at+ 'Safety Lao,. The ;;zigh!t is defined as tL!: difference in eIeva,ior;
�r'.^11E ts:C colriis:ructed hElgh't to the o e dike.
u Pir!strEdl7f toe of th
e•_;G o.?s C` all U.e taken during Con St'r'uCtic:,n ' 2
t O prevent x,_':ssivj-
,
2:'1 S10rr a I'I 'sell lie II`.-a4
-
•_i":V�_+� - ,_
NOTE. LINI ERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
:?=V_S-IGz,A _ON REPORT SO INDT CATES OR WHEN' iJN OUT TAB' E MATERIAL IS
- _•OUN ER'D DURINS CO�.,tTRIdCTIONI. A TYPICAi CRO=�
.yi SECT ION OF THE LINER
IS INCLUDED IN T7= LYc.313;Nj #ri E;! LINERS- A 'E REIOUIRED BY THE SOILS REPORT.
.When areas of uns ;itable cat.z- ia'_ ore encountered, they will be over-
ei✓•_:aw fl-;,=_- grade ,,,a t :_ =�le_tf3e:� depth as ma red esu
pei- oendic;_i 7' _-o .he i3!IiSii grade. � The fOundation shali be backfill_d
as—SrE_l F;8= :;t t�i'd 2 Fi�r.!t a :�iCti approved ma.erial tie — CL SC r!1 .
__ _
t_e i '
Er 'ILU i;ii: .0'r:_S tl�4G ii?7ri! lUl'v lWi_RIATION IN THE PLhi:i FOR SPECIAL
COI iSI-ERA-I0izz,

SHEET 2 OF
Soil liner' material shall come from an approved borrow area.
minimum water content of the liner" material shall be optimum moisture
content which relates to that moisture consent when the soil is kneaded
in the hand it will form a bail which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
di-,ring placement Of the liner. The moisture content of the liner
material Shali nut be less than Optim::m wa'ter content during placement'.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
ca.apa_tiOn Of the liner includes placement in 9 inch, lifts and
compacted to at least 97 percent of t:;e mar imp:: »STir� D3$ rry _i:i,
Weight of the liner material. When smooth or hard, the pr=eviou lift
shall be scar-ified and moistened as needed before placemen= of t-: :2xi
lift.
ihk2 slip]ie most important, factor asfe_11i9 t ;e over'aii compa=te+d per'me-
abili y a Clay ii-ier, Ot IE-f- t%ai; he tyre of Clay use Or' -._
litter, .a t Efficient- CGns_..-u_,-ion P-._c2ss1ng of the compacted liner".
rhe sequence of eq ;i7mert use and tha r'_k_.tli!C of e ?iipl2rkt Ji' an e5ta0-
lish,ed
Pat tern i:elpS dsst_lr'e L:nifur"'ml+-y In `•. le tee, d LI, wt:J p:=4�_ ?f_rk�-� any
ca:l,�a„ion pr'"OcesB. For most Clay sails, a 1IL-am,pinrj- o
t„2 "abl= Syr? of c_.:araction equipment.
Pike soli i-e:' shall be pr'l:ie&?.ed froi8 th_ discharge OF W.a F_._: ai_vle:
Ltipe s. This can be done b ti .s,; 1• F _
y 1%J n_ .JPP ❑, -rIer'g �1ss11ai1r' (r _`r,5}
or losing fiaxibi= OI_:�iets On wCs'te p.Lp:es.
Alt=r'Tiat; vev to _oil liners are S'y-:, i,e�iC <.rl=r s=Eia'kt.
Shen th,_se are s p rClfi-z a,iultl0�=.1 - s»o_ zii i_;IS r'-
�
includes with this Const*'uc ion __e+cificatiOn.CUTOFF
A cutoff trench± shall =e2 constr acted under' th_ m e '+a:kram_rt't Sr ea ea 41%en.
shown or, a typical cross section in the plan,. T`'
i rr
to firi:al u=p1: of th2
=t_ibOr, ;^enC^r shall be determined by o=52r'•Vafion of %h= rO:iSd=i`t•i+)"!
-lil e�4pa5_J emba in,'m2irt anJ O",har bare c)ns,;':!=tad cs'e-a s'ta__ 'D2 5- u N�"i?F-
1
] ;e12 syp+e OT i1Ct Ct3tle r1 cts s00 n aS p b I u a er co
r; instr'�_i_'_,.Lori act=+'r'.�ing to the seeding sp2cifications. Topsoil should be placed
_n a='_a: uF the dike and par,, to be -seeded. Tem;,--or;_--ry seeding or m_!i ;
<:t z i used. if the 'r'ecom:,rerded per-Imaii?r,:• V=]2iati•on is =++_._ s. season,
dares for seeding. Permanent vegatatiort ' a-i �;st7��k_t1'-' L.. _e � 1= =L a sL+OI•
as Passib;.e d1_1:^ing t`se next period Of - J seeding d
c.rJr'1JY2e., t� dates.
--------------------------------
Whhen t i l e oral s ar'e eircn!;r,ie.'e+;, she i il_ will be e:3cved - a it!irir.:m
3f iti Fea; uayond the oucsice toe OF slope o• ;lie dike. a
teen,=h Shall be bacnfilied and compacted with good material

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 6.5. ACRES
USE THE SLED MIXTURE INDICATED AS FOLLOWS:
300. 0 L-2Sa FESIC E GRASS AT 62 LBS. /ACRE
(BEST SUITED CPS CLAYEY OR WET SOIL CONDITIONS)
7LLL.Ii ;1 LiA I G3: SCE'1�~In�R 1 T; IO4ct'18::1 30
0- L_Sa iS i G til'tA1('•! AT =0 FOR rG•��!Li
0.k. LES. I PENSACOLA' BAhIn CGRASS AT SO LEE-;. /AC ._
(SEE FOOTNOTE NO. 1',
SEEDING DATES, 15 TO J=.1idE 415
LB:S, H _=D CoMlh;10-11 rr i.0 r r • r - - r�� ,r'J-'i �•=1';iT :� VI'C:-".:L �i, _ _r:--.
;ITcD FOR MOST SJIL CC-N'DITI_iN'S
SEE
r.-N3 T , IT
�.0 L rO. UiVnLU_Liza COM,'40 14 GRASS PT 10, L LAJ. ,..
i
SEEDIN DATES: JAN 1lARY 1 TO +T1AR^ ! 20
6-0. 0 LBS. RYE GRASS AT -4 LS •Sa /r.r
s.Ili'.i E%'iTES; i,ECr,*;s5E;2 i T'_ ;TI:-,::I,r ?'i
LBSa
0 L.BSa 0i- 121- ��-:ti•S _�;i .._�__:. .__i:'�� _i•_a !s-t_s--
:i.Z.tit i CI ; OF DOLE.t-l-1 { I . LI E (2 TO �i_
c52. BALES OJIF SMALL GRAIN STRAW (100 BALE-.•',A .?c)
S'� - -- -
..L.L_ '�?f';-I_E D�".•:-Iliv��?_ �iil..t��_:.• _= L.y:�TF-fLi_ED r,'S_•-J:': T_ SE�- s?:ice
�i_L 1 i�f i::�P'=J F-?i.�l-1 1:i,'i=L I;-i t i=_, AFTER
ER
'1C'P v .1 -- ------- -
1-(rr" �1�1'= A?VD =�RTILIZER I:,Li•i L:�J:'i i _ .-.=r.-.,_ Iti � i!_ li�•vi
51"OJ i i1 SEEDBED. APPLY S_L`i A\l. FIR'.11
n`_vB, '!-:'Df is_- A !I=r4 C:•.._�_:i
OF: SI`1LI-M E�UI�t1E�iT A�'�' "_G A ;D '__ ••'Tii
A7vC'H0RIN i':0L 0R NE
�. ,=i;V7SfACCILA URHIALh[ttiSS IS 2:1-LOWER TO ES—ji'_��il
7a NJi�L^i'd -t:_l `�i= rii-ii:-iI � i l:_r ii�A ^
L - ,�•t,BS. I'ACRE U C•�,I i�z lt_�14 i�RM1_iL i-1 BE INCLUDED TO k'°irt r=V-1LiE C&vGR
UNTIL BAHIAORASS IS •ESTA2,LI_NED.
APR 12 2019
wnai GOWN=Sedon

'
-
/-rep,+
O/erator:HENRY LUCAS SITE #County: DUPLIN
Distance to nearest residence (other than Date: 01�11/95
�^ AVERAGE LIVE WEIGHT (ALW). : an ow»er) : 1500. 0 feet
~ Sows (farrow to fini
o sows (farrow t sh) «
3672 head ( shioo feeder) x 1417 lbs, �
0 sows (farrow tg only) x 522 lbs. = 0 lbs
0 head (wean to oewea») x 135 lbs^ = 0 lbs
Describe other : ' �oer) x ���. lbs, 49572
= 0 lbs
30 lbs 0 lbs
0 1bs
0
�^ MINIMUM REgUIRED TREATMENT VO ' vsal AveragWeight 495720 lb
Volume = LUME OF LAGOON s
Treatment V495720 lbs. ALW x T
Volume = ol«me (CF) /lb. ALW =reatme»t Volume (CF) /lb
3 +95720 cubic feet 1 CF/lb ^ ALW
, STORAGE VOLUME FOR SLUDGE ACCUMbLATIO0 ^ ALW
Volume =
0. 0 cubic feet
�. TOTAL DESD]NED VOLUME
Inside top length (f
Inside top width (f Top Of of dike elevatieet) ---------------------- 450. 0
Bottom of lagoon elevation
(feet) ................. 195. 0
Freeboard (feet) e«atio» (feet) -. -------- 99. 7
Side slopes (inside �--------- 86. 7
` »side lagoon) --___------^------ 1 ^0
Total desi ----------- 3'
S,,° yn volume using prismoidal formula ` 0 : 1
'^ S/END1 0S/END2 SS/SIDE13. 0 SS/8IDE2 LENGTH WIDTH '
_ 3, 0 444. 9 189 0 DEPTH
AREA OF TOp ^ 12. 0
LENGTH * WIDTH =
444. 0
. 189. 0
AREA OF BOTTOM 83916 (AREA OF TOP)
LENGTH * WIDTH =
372 0
. 117. 0
AREA OF MIDSECTION 43524 (AREA OF BOTTOM)
LENGT
n * WIDTH ,* 4
.
408 0
153. 0
CU. FT, = CARE
249696 (AREA OF MIDSECTION
8�g1w, TOP + (4*AREAgMIDSECTION) + AREA BOTTOM] * 4)
�'" � *
^ 43524, —'^ DEPTHX6
Total Designed Volume Available - 2^ 0
= 754272 Cu. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450. 0 195. 0 87750. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 87750. 0 square feet
Design temporary storage period to be 180 days.
'A. Volume- of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 905515 gals. or 121058. 2 cubic feet
78. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
r^ per CF
Volume = 0. 0 cubic feet
50. 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 = 51187. 5 cubic feet
,
�
.
'

�
`
�. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 54843. 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 51188 cubic feet
5D. 54844 cubic feet
TOTAL 227089 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3. 0 : 1
InsiA top length===========================> 450. 0 feet
Inside top width============================> 195. 0 feet C>1
Top of dike elevation=======================> 99. 7 feet '
Bottom of lagoon elevation==================> 86^ 7 feet ��
030
Total required volume=======================> 722809 cu. ft. *
Actual design volume========================> 754272 cu. ft. * list
Seasonal high watertable elevation (SHWT) ===> 95. 5 feet
Stop pumping elev. ==========================> 95. 6 feet *
Mutt- be > or = to the SHWT elev. ==========> 95. 5 feet '
Must be > or = to min. req. treatment el. => 92. 7 feet
ReqUi`red minimum treatment volume===========> 495720 cu. ft.
Volume at stop pumping elevation============> 512024 cu. ft.
Start pumping elev. =========================> 98. 0 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 699428 cu. ft.
Volume at start pumping elevation===========> 696457 cu. ft.
Required volume to be pumped================> 172246 cu. ft. *
Actual volume planned to be pumped==========> 184433 cu. ft. *
Min. thickness of soil liner when required==> 1. 9 feet
. DESIGNED BY: APPROVED BY
BATE: DATE
:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
'
COMMEHTS:
,

SHEET l OF 2
SPECIFICATIONS ICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
FOUhIDAT'ION PREPARATION:
The 'foundation area of the lagoon embankment and building pact shall be
cleared of trees, logs, stump.., Toots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris.. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EAhTHFILL PLACEMENTn
------------------------------------
'T'he completed excavation and ear't:,hfi.11 shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod , roots, frozen soil, ?stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable9 excavated materials can be used as 'rills The 'fill.
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping 'roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to- the point, that settlement is not 'readily detectible..
NOTE THE:: SPECIAL_ REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The elitba;ikmeii'ts of the lagoon shall be
installed using the more impervious materials from the 'required
excavations. Construction of 'fill heights shall include 5 percent: for
settlement. I?lies over 15 feet in height and with an impoundment•.
"pacity Of 1.0 acre-feet or more 'ra1.l. under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from 't.-!i& L::r:?n s'tr r u 4:•-t:e d height 't-.o the•• � downstream r e 1 toe e �_I�c•_ dr;w�� a � _ r,� '-c of the clil•zF_. r
P•r'•ec:: utibris shall be taken n�y during'i i r.g
cl CJ construction to prevent excessive
era sic:?n and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL.. BE 1. 9
ft.
NOTE:::: LINERS (PARTIAL OR FULL) ARE REQUIRED WidF.-N THE ATTACHED BOILS
I:hIV'r.::ia'..fIGATION REPORT T SO INDICATES OR Iljl"'lc:N UNSUITABLE MATERIAL 113
4:.N+.:{.11.JNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT,;
When areas of unsuitable material are F.?ll{:C?unte?•red, they will be over
excavated I:?elow 'finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to brad-with a S '.S approved material (ze -- CL, SC, CH) ..
REFER TO THE SOILS INVEEST7:[:if17l.C.N INFORMATION IN THE PLANS FOR SPECIAL_
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimutii moisture
content which relates to that moisture content when the soil its kneaded
in the hand it wi.l.l form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner„ The moisture content of the liner
material shall not be less than optimum water content duping placement.
The maximum water content relates to the soil material. being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D6 9a Dry Unit
Weight of the liner material. When smooth or hard, the previous lift-
shall be scarified and moistened as needed before placement of the nc:x•t-
lift.
-
The single most important factor affecting -the overall compacted perme-..
•:ability of a clay liner, other than the type of cl_ay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment- use and the routing of equipment in an estab.-
1.:L9:hed pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
•rolls;.r is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy di=sipajori•rocksl
or using flexible outlets on waste pipes.
Alternatives es to soil liners are synthetic liners and bentCil"ite sealant.
�ftl{i?1'i these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCHg
A cutoff trench shall be constructed under the emban4:nient. area when
how" {7i`1 a typical cross section in the plans,. The 'Final depth of tii„::
cutoff trench shall be determined by observation of 'the., foundation
r
VEGETATION'';
All po_:c.J embankment and other bare constructed areas shall be seeded
to the planned d type o f� vegetation f Jf�- as soon as possible after i={7 n:a•t r u c._.
"t:io•±•i according to the seeding specifications. Topsoil should be Tla `CG
on areas of the dike e and Sad to be seeded . Temporary
1�- - .t n 'i n.p o r a r y or mulch
»shall. be used if the recommended permanent vegetation is out of seasoyl
dates for seeding. Peymanel;-►_ vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OFF EXISTING TILE DRAINS
When tile drains are encountered, the tile will. be removed to 7 minimum
of 10 f{:{=:''t beyond the outside 'toil of slope of the dike. The the
trench =_shall be back filled and compacted with good material such as

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be-started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
'
I. It ),. strongly recommended that the treatment lagoon be ppe-
charged�` 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application. '
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 98.0 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 95. 6 . This temporary
storage, less 25- yr- ,24 hr storm, contains 172246 cubic feet or
1288398 gallons.
. .

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 6. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
360. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
180. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
@. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
240. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
' LBS.`
APPLY THE FOLLOWING:
6000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
12. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
AL ' -i-RFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
,
,
. '

Version—November 26,2018
or a sty ammanagemehMethods
1Wkate.which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary.option.
Mefhods other than those:lisfed.must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial-three feet beneath the surface of the ground within24_hours of knowledge of animal
death. The:burial must be-at feast 300 feet-
from:any flowing stream or.public body of:water
(.G.S.106. 403): The botton7:of the burial pit should beat least one.#1 of above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A.NCAC
13B .0200_
Rendering at a rendering plant licensed.under G.S. 106-16.8.7-
Corriplete:incineration according-to 02:NCAC:52C.0102.
A cornposting system approved and.permitted by the NC Department.of Agriculture.&Con-
sumer Semis Veetinary Divistoin. :h co . .of py OoftW i�f compost.l8 d`Istributed.off-farm,
additional*Ukr r 4S.must bet f;and_--a.permit is ft. rfr d from NC
In the case of dead.poultry only, placing in a disposal pit.of a size and design approved by the
NC Department lof Agriculture&Consumer Services(G.S. 106=549.70).
Any method which,in the professional-opinion of thew State Veterinarian, would make possible
. _ the salvage of part of a dead an.imal's value without endangering.human or animal health:
(written approval by.the.State Veterinarian must.be attached)..
Mass Mortality Plan
.Mass mortality plans-aee 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..
I�lif �t
0. A catastrophic mortality disposal plan is part of.thie.facility's:CAWMP and is activated
,Z019 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
WSTSQU*tWV68WODivision regulations and:guidance.
jt',ol 0 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/ anager Date
Signature of Technical Specialist Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels to that.you do_not have problems during extended_rainy and wet periods.
Maximum storage.capacity should be available in the lagoon for periods when the receiving crop is
dormant(such as wintertime for beftudagrass)or When there are extended rainy spells such as_a
thunderstorm season in the. summertime.. This means that at the first sign of plant, grow th in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in:the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to.the low marker(see Figure 2-1)to:allow for winter storage. Every effort.should be made
to maintain the lagoon close to the minimum liquid level as. long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacityy before starting to:irrigated does
not leave room for storing excess water.during-extended wet periods. Overflow from the.lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of-a lagoon involvesahe following;:
Maintenance of a vegetative-cover for the.dam. Fescue or common bermudagrass
are the most common vegetative.covers. The vegetation should.be fertilized each
year, if needed, to maintain .a vigorous stand: The amount of fertilized applied
should be based on -a soils test, but in the event that it is not.practical to obtain a
soils test each :year, the.lagoon embankment and surrounding areas should be
fertilized.with 800 pounds per acre of 10=.10=10, orequivalent.
* Brush and trees.on the embankfinent must be controlled. This may be done:by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least -once ayear and possibly twice in years that weather
conditions-.are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals.could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the-entire lagoon should be made during_ the initial filling of the lagoon
and at least monthly and after major rainfall and storm events.. Items to be checked should
include, as a minimum,the following:
Waste.Inlet Pipes., Recycling Pipes, and Overflow Pipes --look for.:
1. separation of joints
2. cracks or breaks
3. accumulation.of salts or.minerals
4. overall condition of pipes

F
Lagoon.surface --Took for:
I. undesirable vegetative growth
2. floating or lodged debris
Embankment--look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. =wet or-damp-areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage.due to wave action caused by strong
winds. These waves can lerode the. lagoon sldewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused:by wave
action. .if.wave action causes serious damage.to a-lagoon sidewall, baffles in the lagoon
.maybe used to reduce the wave impacts.
Any-of these features could.lead to erosion and weakening of the dam. If your lagoon
has any of these features,you should call an appropriate:expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if .there is a
threat of a waste discharge. However; a_permanent solution-should be reviewed b-y.the.
-technical expert. Any digging into a lagoon darn with heavy equipment is a serious
undertaking with potentially serious consequences.and should not be,conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper_operation of:
'l. recycling pumps
2. irrigation pumps
Check for.leaks, lease fittings, and overall pump operation. An unusually loud r grinding
noise, or a large amount of vibration, may indicate that the pump-is in need ofo repair or
replacement._
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not: completefy "surprised' by equipment failure. You should perform your
pumping system maintenance at a time whe.n your lagoon: is at its low level. This will
allow some safety time should major repairs be required. Having a neatly full lagoon is
not the. time. to.think about switching,. repairing., or borrowing pumps. Probably, if your
lagoon is.#u 1, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or-pumps.
+: Surface water diversion features are designed to carry ah.surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets; and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be Corning from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your-diversion system for the
following:
1. adequate..vegetation
2. diversion capacity
3. ridge berm height
3

Identified probiems.should be.corrected promptly. It is advisable to inspect your.system
during or immediately following a heavy rain. If technical assistance is .needed to
determine proper solutions, consult with-appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, .and then
record the level again 4 to 6-hours after the.rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to.work). Knowing this should help in
planning irrigation,applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be.seepage into
the lagoon from the surrounding land.
Lagoon Operation
-Startup.
1. Immediately after construction establish a complete sod cover on bare soil
surfaces-to avoid erosion.
2. Fill new lagoon design treatment volume. at least half full of water before :waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the aagoon during initial filling or another
means of slowing the:incoming water to avoid.erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).
5. It is recommended that a new lagoon be. seeded with sludge from a healthy
working swine. lagoon in the amount of 0.25. percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls--below 7.0, add
agricultural time at the.rate of 1 pound per 10.00.cubic feet of lagoon liquid volume
until the-pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0,
7. A_dark color, lack of bubbling, and excessive.odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, espedally during the warm season.
Loading:..
The more frequently and regularly that wastewater is added .to a lagoon, the better the
lagoon will function_ Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in. which one or more buildings are
drained and recharged each day, also work well..
4

A Practice. water conservation - minimize building water usage and spillage from
leaking waterers, broken pipes- and washdown through proper maintenance and
Water.conservation..
4 Minimize feed wastage _and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering-the lagoon.
Management:
Maintain lagoon liquid level between the permanent storage :level and the full
temporary storage level
Place visible markers or stakes on the lagoon bank ao show the.minimum.liquid level
and the maximum liquidlevel. (Figure2-1).
Start irrigating at the earliest possible date in the :spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
surnmer thunderstorm season. -Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon-storage for the winter.
+ The lagoon liquid level should never be closer-than A foot to the lowest point of the
dam or embankment.
Don not pump the lagoon Liquid Level.tower than the permanent storage level unless
you are removing sludge,
;* Locate float pump intakes.approximately'18 inches underneath the liquid surface and.
as far away from the drainpipe inlets as possible.
�►: Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, orw other foreign materials into the lagoon.
Frequently remove solids from catch basins at end- of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do.not allow trees or large bushes to.grow on lagoon clamor embankment.
#_ Remove sludge from the lagoon either when 1-he sludge storage capacity is full or
before it fills 50 percent of the permanent.storage volume.
If animal,production is to be-terminated, the-owner is responsible for obtaining and
implementing a closure plan to eliminate the possi bility.of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
s

f* proper-lagoon 71.goo sizing,.
* mechanical solids separation of flushed waste,
* gravity settling_of flushed waste solids in an.-appropriately
. solids . designed basin, or
.4 minimizing feed wastage and spillage.
'Lagoon sludge that is removed annually rather than stored long term will-
have more nutrients',
have.more odor, and
require more land to properly use the nutrients.
Removal techniques*,=
4 Hire a.custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large
bore.sprinkler irrigation system onto.nearby.Cropland; and soil incorporate.
Dewatpr the upper part:of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge-applicator;.haul
hau.I and:spread onto cropland or
forageland; and soil incorporate.
Dewater the .upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge-:sludge from I a- goon with'draglihe or-sludge:barge; berm an.area:beside. 1agoon
to receive the sludge so that liquids can drain .back.--into- I lagoon;. allow. sludge to
dewater; haul and spread,with.manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents'just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well
1.1 as any previous waste applications to that.field and
crop requirement. Waste applicationrates Will be discussed in detail in Chapter 3.!
rate p
When removing sludge, you must also pay attention
tention to the liner to prevent 1damage.
Close attention by the pumper or drag-rine operator will ensure that the lagoon liner
remains intact. If you see-soil material or the-synthetic liner material.being disturbed, you.
should stop the activity immediately and not resume until you are- sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as,soo,n
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than *fiquid'. Because of this it should probably 00. applied -to land With low
phosphorus and metal levels, as indicated by a soil test, arid incorporated
rporated to reduce the
chance of erosion. . Note that if the sludge is applied to fields with very high soil-testI
phosphors, it should be applied ..only at rates equal Ao. the crop removal of phosphorus.
As with other wastes, always have your lagoon sl.udge analyzed for its nutrient.value.
-6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the.concern of neighbors:
Possible Causes of Lagoon.Failure
Lagoon failures result in the unplanned discharge of wastewater from' the structure..
Types of failures include leakage through the bottorn or sides, overtopping., and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which:may lead.to lagoon failures include:
s Modification of the lagoon structure -- an example:is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing_any pipes_in dams.)
Lagoon liquid levels-=high levels area safety risk.
Failure to inspect and maintain:the dam.
Excess surface water flowing into the lagoon.
Liner integrity -- protect frorn inlet pipe scouring, damage during _sludge removal, or
rupture from lowering lagoon liquid level below.groundwater:table.
NOTE: if lagoon water is allowed to overtop:the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, -it can quickly cause .a large
discharge of wastewater and possible dam failure.
7

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with-relatively new equipment. Discharge rates and application rates change
over time as equipment gets-older and components wear.. In particular; pump wear
tends to.reduce open--sting pressure and flow: With continued use, nozzle wear results in
an. increase in the nozzle opening which will increase the discharge rate while
.decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will :alter the :application rate, diameter of coverage, and subsequentlythe application
uniformity. for example, operating.the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Glogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter.and application uniformity.
For the above reason, you should-calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the. application area. Any number of containers can be 'used to- collect flow and
determine the mapplication rate. Rain gauges work best because they already have a
graduated scale from which to read the application :amount without having to perform
additional calculations. However, pans, plastic buckets,.jars,.or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled:container for measuring.
For stationary sprinklers_, collection containers should. be located randomly throughout
the-application'-area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection_ containers 25 feet apart along the transect on both sides.of the-gun cart. You
should compute the average application rate-for all no-nuniformity of the application. On
a windless day, .variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical speciaNst for assistance.
*Reprinted for Certification Tram!rig far Operations of Anknal-WasteManagement Systems Manual
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Sheet8
ACREAGE CALCULATIONS
Pull# Width 1 Length Start E IStop End Pull Acres jField# Field Acres ---
1 _ - 200 - 1901-- 0.621 0.49 1.98 j- 1{ 36.19
2 _ i --1951 - 730 0.351 0 3.621 I
3 ! 200; 7451 0.62 0 4.04; - ..-_ -----;- --- --
4- ---- - 2301 605 i 0.72 0: - 3:91
5 .. 200 j 8551 0.331 O 4.26
6 200 990± 0.62 01 5.17 i
7 1601 - 7951 0.45' _ 0;_ 3.371
8 - ', 2001 955 0.461 0I 4.84'_ -_-- ----- --
9 160, _945; .. -0.45 1 0, 3.92
- - 16
10 ! 180 j 3851 0_451 0.291 2.331 . 2 5.531
11 - ; 210. - 450 0.451 0.58 3.20'
12 ; 230} 6101- 0.521 0.58 4_.321 --- 3 11.25,
13 . -- -200 j 565 j 0.62; 0.49 3.701
14 I 2101 46010.72 0.291 3.23
120' 215, 0.41 0.291 1.28 . 4 5.52
16 2001 3401 0.62; 0.4911 �-------__----
_ 2.67 I
17. I 1501 245 0.43 0.2
18 : _ i 1701 2901 0.361 0.41 1.89 5 i 6.711
19A 2001 360i 0.621 0.49. 2.76,-
19B 215?-----225 0.361 0.58 2 05 - -- - -
20 190+-- 450j 0.451 _01 2.411 61 13.631
250 210 is 0.72T 01 1.931 __ --- -------..
22 -1000{ 0.41 0 5.80
23 -~ 2051 645: _ 0.45 0, 3.491
24. 1501,- 105 _ -0.431 0.29! 1.081 1
New/�kpanded Acreage ; --
25 2341 90 0.49 0.41. 1.38 711 1.38 i - -
---'--26;- 2271 4601 0.49 _0.411 3.301 8 23.72
271 227! 3751 0.49T-- 0.41 _ _ 2.85,: 1
28i 227i -- 320 0.491 0.41! 2.57-1 ' 1
291 2201 5101 0.491 -
- 30L 220, 730 1 0.49 --0.41 4.5gi
- - 31;- -- 2201 -73 0.49 0.411 4.61-1 - --- -�--- --
----32;. _-_150*- 5401 0.27 ---- 0.2, 2.33' -
--
--33 i. 227 8601 - 0.491 0.411 - 5.38; 91 35.71
-- 3441 - 1651651 690; 0.31 01 -
- 35?_---- 2201 915' 0.49 0- 5.11 ---- ------- --- -
-,'36 .- - 2201 -- 865 j __0_.491 0 4.86'
--- -- 37'1, -- 2201 _ 9251�-0.491 0 - - 5.161
-- ---- 1 ---
381 2201 935, 0.491 -0�- 5.211 - -- --------
- __.. --- ----- -.-
39 . 190 _-9451 0.291 O1 4.411
- -- ----40! 110 955i
, - 0.25-- O1 2.66i --

FfbldAl'ytics
emp—,,—irg d,-cisi -
Quick Map
Grower: Henry Lucas Farm: Linda Field: 1-Linda
1301
2-Linda
1-Linda
12-L-inda
9 LI da
91 -Linda L a
- i •a
1 n Lind
a
5-Linda. :r
t ;try
L
•.Linda
'13-Lind
. 1
a 8.07 8.14 a.41 8.28 8.9!ni
Label Area
Yellow 38.68
Red
25.01
Blue 8.61
Green 39.46
Brown 16.04
Purple 3.92
Tan =
9.52
Light Green 15.76
Lucas Farms
2000 New Hope Chuch Road 12/26/18 03:35 PM
Turkey,NC 28393 1/3
910-296-7431

WASTE UTILIZATION PLAN
PRODUCER: Linda's Farm
LOCATION: 2000 New Hope Church Rd.
Turkey, NC 28393
TELEPHONE: [phone]
TYPE OPERATION: Feeder to finish
NUMBER OF ANIMALS: 9792
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should.be analyzed before each application cycle. Annual soil tests are strongly encouraged
so that all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. 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, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year, Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface W6iers which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. 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 applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted.by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year wallons ft. tons, etc.i
9,792 animals X 1_9 (tons)waste/animallyear= 18,605 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
9,792 animals X I.53* lbs. PAN/animallyear= 15,000 IN& PAN/year. (PAN from N.C.
Guide Std.633) *based on 3-years Tech
of pumping records+61001bsPAN
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table !: ACRES OWNED BY PRODUCER
Tract Field* Soil Crops Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
*see pg. 10
Total -
*this N is from animal waste only. If nutrients from oe►er sources such as commercial fertilizer are
applied,they must be accounted for. ffinustftbasecig ealistic " Id gaectaffl.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land
[see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre'* Utilized Application
Total
*See footnote for Table 1.
Totals from above Tables
Acres Lbs, N
Utilized
Table 1 0,00 -
Table 2 78.83 18,269
Total 78.83 18,269
Amount of N Produced 15,000
Surplus or Deficit 3,269)
NOTE: The Waste Uti11201fon Plan must contain provisions for periodic land application of sludge at
agn momic rates. The sludge will be nutrient rich and will require pr+eccautionary measures to prevent over
application of nutrient or-other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the uiilizabon of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In1Hr) Amount(in.)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,HOWEVER A SINfiLAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation "see lagoon lesion.
Cali the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are wetted acres
Grower cuts small grain rye for hay before planting com. Soybean residual deducted from
e PAN.
PAN produced based on 3 years of actual pumeing records 21us 6100 lbs. PAN
Two ear rotation of corn,wheat,soybeans, and rye.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of waste, he/she shall provide
a copy of an agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application. It is the responsibility of the owner of
the facility to secure an update of the Waste Utilization Plan when there is a change in
the operation, increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre
per year providing grass filter strips are installed where runoff leaves the field. (See
FOTG Standard 393-Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the application does not occur during
a season prone to flooding. (See"Weather and Climate in North Carolina"for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate 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 or.
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt
damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held
to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied 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, 1996 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 from any perennial stream or river(other than an irrigation ditch or canal.
Animal waste other than swine-waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters. (See Standard $93 - Filter
Strips).
12
Animal waste shall not be applied closer than 100 feet to wells.
13
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14
Waste shall be applied in a manner not to reach other property and public right-of-ways.
15
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses,and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page 6

:. . ..:, w..
T.
REQUIRED SPECIFICATIONS
(continued)
13. L animal production at the fatuity is to be suspended or terminated,the oAr-c is
respon.sble for obta�g and implementing a "closure plan" which wM?mate the
p osZDility of an illegal discharge, pollution and erosion_
19- Write handling stra ,* es,piping, puMVs, reels, etc., should be inspe^ed on a reQplar
bass to prevent breakdowns,leaks, and spills. A regular maintenance c:1e- should
be kept on site_
20-_emu is waste can be used in a rotation that includes vegetables and other crops for
direr human con--'d Dtion. However, if animal wasre is used on crops for direr
-arrnau con.su=dOn it should only be applied preplant with no further apphcations of
are--,aT waste dum;the crow season. �-
21- 1 -'y visible mar en shaL'be installed to
Ii:t3rS H e
ti. SOD and bottom 2 r':a'OP5 OIthe
to=orary storage busing volume) of all wale wear eat lagoons. ;naII
be TaTaged to mast the livid level between the markers. A mark.—,-;11 be
r`1 to mars the=am==storage volume for waste storage ponds.
22- blase shall be days ofutEmtion and sou shall be tested atl =
"fin'O l y at crop saes where waste products are appiie N-=Oaen shad be the rzte- -
ce;e=--'IL g element. Zmc and copper levels in the soils shall be monitored and
alter—native crop sties :hall be used when these metal approach excessive le<nels. pH
lull be adjusted for ont_i--rtTm crop production and mPTnsauied. Soil aadwe
=a yss records shall be kept for five years. Pouiu, dry waste application wards
" be maintained for three (3)years. Waste application records for ail other waste
shall be maintained for Lave(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina remiations.

WASTE UTILIZATION PLAN
Table 1. ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre' Utilized Application
T70969 1 NoA Cam 137.5 36.2 4976.125 March -July
T70969 1 NoA Wheat 144 36.2 5211.36 Sept. -April
T70969 1 NoA Soybeans 132 36.2 4777.08 June-Sept.
T70969 1 NoA Rye 50 36.2 1809.5 Sept. -April
T70969 2 NoA Corn 137.5 5.5 760.375 March-July
T70969 2 NoA Wheat 144 5.5 796.32 Sept. -April
T70969 2 NoA Soybeansl 132 5.5 729.96 June-Sept.
T70969 2 NoA Rye 50 5.5 276.5 Sept.-April
T70969 3 NoA Corn 137.5 11.3 1546.875 March-July
T70969 3 NoA Wheat 144 11.3 1620 Sept. -April
T70969 3 NoA Soybeans 132 11.3 1485 June-Sept.
T70969 3 NoA Rye 50 11.3 562.5 Sept. -April
T70969 4 NoA Com 137.5 5.5 759 March-July
T70969 4 NoA Wheat 144 5.5 794.88 Sept. -A ril
T70969 4 NoA Soybeans 132 5.5 728.64 June-Sept.
T70969 4 NoA Rye 50 5.5 276 Sept.-April
T70969 5 NoA Corn 137.5 6.7 922.625 March-July
T70969 5 NoA Wheat 144 6.7 966.24 Sept.-April
T70969 5 NoA Soybeans 132 6.7 885.72 June-Sept.
T70969 5 NoA Rye 50 6.7 335.5 Sept.-April
T70969 6 NoA Corn 137.5 13.6 1874.125 March-Jul
T70969 6 NoA Wheat 144 13.6 1962.72 Sept. -April
T70969 6 NoA Soybeans 132 13.6 1799.16 June- Sept.
T70969 6 NoA Rye 50 13.6 681.5 Sept. -April
= 36537.705
TOTAL. 78.8 18,269
Page 10

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WASTE UTILIZATION PLAN AGREEMENT
f
!Name of Form:
C4 ner/Vfanager Agreement
I (we) understand and w&I foIiow and i�iement the specification and the upon gad
Maintenance procedures established m the approved animal waste uffiation plan for the
fa�named above. I(we)lmow that any expansion to the existing desim canac ty ofthe
wage treatment and storage sysmem or construction of new facilities wil reomre anew
cer-MiLcation to be submuted to the Division ofEnvironmeat iblauagement(DEA)before
the new animals are stocked I(we)also uaderstt.an.d that there must be no eischime of
. arinn n l waste from this s nem to surface wasters of the sate from a storm a =t leg-
severe a=the 25-year.24hour corm The approved plan will.be filed on-=*e at the
fa_r.n O.Hce and at the once of the local Soil and Wale` Conservation DistLcc and wt-al be
avaa oie for review by DEINf upon request.
Tar e of Fac liYyy FIt
Owner Y ��� .-.
Date:
o f;Vlanage7gE dine:eat from owner):^ �J,�,-,z
- h�i; S
Sf�='=� "e• f� a� Date:
dame of Technical Spec.aL'st:(Piz=e print) �r�`, � er:. -
Address (Agency)• '
Date-
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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Linda's Farm,%. County: Duplin
Address: 2000 New Hope Church Rd.
Turkey, NC 28393 Date: 06/18/2002
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crop(s) (In/hr) (inches) Comments
1 36.19 NoA <5 Row Crops 0.4 .5-1 Pulls 1-9,24
2 5.53 NoA <5 Row Crops 0.4 .5-1 Pulls 10,11
3 11.25 NoA <5 Row Crops 0.4 .5-1 Pulls 12-14
4 5,52 NoA <5 Row Crops 0.4 .5-1 Pulls 15-17
5 6.71 NoA <5 Row Crops 0.4 .5-1 Pulls 18-19B
6 13.63 NoA <5 Row Crops 0.4 .5-1 Pulls 20-23

Sheet2
TABLE 2-Travelling irrigation Gun Settings
Make, Model and Type of Equipment: 3"Hobbs Hardhose Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel psi) Pattern Comments-Acres per pull
F1,H1 0.37 2.92 200 190 300 1.08 60 95 330 1.98
F1,H2. 0.37 2.92 195 730 300 1.08 60 95 330 3.62
F1,H3 0.37 Z.92 200 745 300 1.08 60 95 330 4.04
F1,H4 0.37 2.92 230 605 300 1.08 60 955 330 3.91
F1,H5 0.37 2.92 200 855 300 1.08 60 95 330 4.26
F1,H6 0.37 2.92 200 990 300 1.06 60 95 330 5A7
F1,H7 0.55 3.65 160 795 300 1.08 60 95 220 3.37
F1,H8 0.37 2.92 200 955 300 1.OB 60 95 330 4.84
F1,H9 0.55 3.65 160 946 300 1.08 60 95 220 3.92
F1,H24 0.55 3,65 180 3B5 300 1.08 60 95 220 2.33
F2,H10 0.55 3.65 210 450 300 1.08 60 95 220 3.20
F2,H11 0.55 3.65 130 610 300 1.08 60 95 220 4.32-
F3,H12 0.37 2.92 200 565 300 1.08 60 95 330 3.70
F3,H13 0.55 3.65 210 460 300 1.08 60 95 .220 3.23
F3,H14 0.62 4.5 420 215 300 1.08 60 95 180 1.28
F4,H15 0.37 2.92 200 340 300 1.06 60 95 330 2.67
F4,H16 0.55 3.65 150 245 300 1.08 60 95 220 1.56
F4,H17 0.55 3.65 170 290 300 1.08 60 95 220 1.89
F5,Ht8 0.37 2.92 200 360 300 1.08 60 95 330 2.76
F5,H19A 0.37 2.92 215 2258 300 1.08 60 95 330 2.05
F5,H19B 0.55 3.65 190 450 300 1.08 60 95 220 2.41
F6,H2O 0.37 2.92 250 210 300 1.08 60 95 330 1.93
F6,H21 0.37 2.92 235 1000 300 1.08 60 95 330 5.80
F6,H22 0.55 3.65 205 645 30b 1.08 60 95 220 3.49
F6,H23 0.55 3.65 150 105 300 1.08 60 95 220 1.08
78.81

1999 2000
Field Pull Acres Corn Wheat Beans Rye Total Field Pull Acres Corn Wheat Beans Rye Total
5 1 1.75 44.63 95.48 245.19 5 1 1.75 137.28 60.85 346.73
5 2 2.26 65.56 114.04 A05.90 5 2 2.26 77.32 36.00 256.10
5 3 3.78 43.20 73.39 440�71 5 3 3.78 75.13 48.98 469.14
5 4 3.18 42.42 87.24 412`r32 5 4 3.18 86.30 53.06 443.16
5 5 3.55 40.00 78.14 419.40 5 5 3.55 79.99 55.08 479.50
5 6 4.93 24.48 67.79 454.89 5 6 4.93 64.68 44.42 537.86
5 7 4.60 27.79 72.65 462.02 5 7 4.60 69.33 38.58 496.39
5 . 8 4.79 26.69 69.77 462.04 5 8 4.79 66.58 47.88 548.26
5 9 4.79 25.20 69.77 454.91 5 9 4.79 66.58 42.76 523.74
3 10 3.06 32.25 90.30 375.00 3 10 3.06 62.10 16.95 241.89
3 11 2.92 36.23 86.41 358.11 3 11 2.92 43.39 14.21 168.19
2 12 3.71 30.63 80.37 411.81 2 12 3.71 51.22 33.42 314.01
2 13 3.42 37.37 87.18 425.96 2 13 3.42 55.56 42.00 333.66
2 14 3.37 33.72 88.47 411.78 2 14 3.37 56.40 42.62 333.70
1 A 15 1.90 26.16 98.29 236.46 1 A 15 1.90 91.69 - 174.21
1 A 16 1.77 44.14 91.93 240.84 IA 16 1.77 98.41 - 174.19
1 A 17 1.40 50.70 92.04 199.84 1 A 17 1.40 94.77 - 132.68
1 B 18 1.90 41.11 89.09 247.38 1 B 18 1.90 87.36 - 165.98
1 B 19 1.16 61.20 116.73 206.40 1 B 19 1.16 114.86 - 133.24
6 20 2.86 112.03 320.41 6 20 2.86 51.57 45.26 276.93
6 21 1.69 93.70 158.35 6 21 1.69 48.47 42.00 152.89
6' 22 2.52 86.68 218.43 6 22 2.52 104.00 96.87 506.19
6 23 1.71 66.42 113.58 6 23 1.71 76.64 69.61 250.09
7,681.73 7,458.74

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Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek O 0
Company: Murphy-Brown, LLC
Address: PO Box 853 Warsaw, NC e'
Phone: [phone] �+
Required Documentation
The following details of design and materials must accompany all irrigation designs: ae
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the Irrigation pump,traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

NARRATIVE OF IRRIGATION DESIGN AND OPERATION
FOR
HENRY LUCUS-LINDA'S FARM
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with six inch, Class 200 PVC gasket pipe and schedule
80 fittings. The system is designed to accommodate the flow velocities, flow rates and the
pressure requirements associated with two Hobbs 3"travelers. Air vents and thrust
blocks are to be installed as indicated on the drawings. Air vents will consist of using a 6"
x 2" saddle with a 2"galvanized threaded pipe and an AV 150. The trust block areas have
been calculated and are listed on Exhibit D4 in the plan. The design of this system
requires the use of a 1.08"ring nozzle in the guns. Each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is
given in detail on page 2 of this design. A detail of the hydrant design is also included and
specifies the type and size of fittings. All pipe shall be installed with a minimum of 30" of
cover and shall be backfilled in no less than three passes, leaving enough soil material
above original grade to allow for settling.
SYSTEM START UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and secured.
Engage the brake, then disengage the transmission. Pull out the hose at a speed not to
exceed 3mph. Engage transmission before disengaging the brake. Prime the pump and
start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid stream
of water is exiting the gun, air is out of the line and pressure is slowly building on the
gauge. Increase rpm's slowly until desired pressure is achieved. Set all"Murphy" safety
switches to insure immediate shutdown of system if a problem occurs. Also, set the timer
to shut off pump at the time a run will be completed --but, make it a practice to idle the
system down instead of relying on the safety timer. Check all safety switches on the reel
after-each start -up to insure proper operation. Read and review the manufacturers
operator manuals for additional details on start-up procedures. Grower should walk the
entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.
M0020.2080218

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